1992-3345 G (Plans) 141570
GRADING NOTES
8. NOTIFICATIONS
D. LANDSCAPING
LEGEND
A. GENERAL 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED
IN ACCORDANCE WITH PLANS
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF
PROPERTY BOUNDARY
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE
AND (A
TO THE BEST OF OUR KNOWLEDGE AVAILABLE RECORDS. GE THERE ARE NO
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN IRRIGATION STANDARDS. : - "
..9
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 2. FINISH GRADING
AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR EXISTING CONTOUR " - " "" `' ' ............
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO TO OCTOBER
1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED -
THE EFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY PROTECT ANY EXISTING UTILITIES OR BETWEEN OCTOBER 1 AND APRIL 15.
REQUEST FOR INSPECTION. _
STRUCTURES LOCATED AT THE WORK SITE. EXISTING ELEVATION
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING �'� �
2. THE SOILS REPORT TITLED 'PRELIMINARY GEOTECHNICAL INVESTIGATION - E. EROSION CONTROL
SINGLE FAMILY RESIDENCE, 524 MEADOWMIST CRT, ENCINITAS, LOT 13, MAP 9183' OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
PREPARED BY PROPERTY DEVELOPMENT ENGINEERS, INC. DATED DECEMBER 16, VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF 1.
IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN MCCAULEY AT (619) PROPOSED ELEVATION ,�5?
1992 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING COMMENCEMENT OF WORK: 436-5097
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE
SAN DIEGGO O GAS & ELECTRIC 1..800.422 -4133
SPECIFICATIONS CONTAINED IN SAID REPORT. SEWER A COUNTY WATER DISTRICT) 1-800.422-4133 AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY
MATERIALS SHALL DAYLIGHT LINE
AS
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE
RAPID
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET WATER (OLIVENHAIN MUNICIPAL WATER DISTRICT) 1-800 -422 -4133 CONSTRUCTION
OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
RIGHT-OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE PACIFIC BELL 1- 800,422-4133 3. DEVICES SHOWN ON PLANS SHALL
NOT BE MOVED OR MODIFIED WITHOUT THE RIDGE LINE
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. CABLE TV (DIMENSION CABLE SERVICES) 1-804422-4133 APPROVAL OF THE ENGINEERING INSPECTOR.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO 4. THE CONTRACTOR
SHALL RESTORE ALL EROSION CONTROL DEVICES TO
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 633 -2797 WORKING ORDER TO
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
DAMAGED OR DESTROYED' SHALL BE REPLACED OR REPAIRED TO CONDITION HARDSCAPE
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. RUN
-OFF PRODUCING RAINFALL. EXISTING PRIOR TO GRADING. PHONE: (619) 633 -2797. ALL WORK PERFORMED WITHOUT BENEFIT OF 5. THE CONTRACTOR SHALL INSTALL
ADDITIONAL EROSION CONTROL MEASURES PROPOSED D.G. DRIVEWAY
INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING AY
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH G
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. C. GRADING 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL
TAKE NECESSARY RETAINING WALL (C-5)
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
DEVICES, INCLUDING SHORING, AND SHALL BE- RESPONSIBLE FOR CONFORMING 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS WATERS
CREATE A HAZARDOUS CONDITION.
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE 7.
ALL EROSION CONTROL MEASURES PROVIDED PER ' e APPROVED GRADING CHAIN LINK FENCE (UNLESS OTHERWISE NOTED x x
AND REGULATIONS. EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND PLAN SHALL BE INCORPORATED HEREON.
)
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED 8. GRADED
AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON THE FACE OF SLOPE
AT THE CONCLUSION OF EACH WORK DAY. EARTH BLADED SWALE -� --�
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS 9.
ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END
RECOGNIZED HOLIDAYS. AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY FORECAST
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN EXCEEDS FORTY
PERCENT (404b). SILT AND OTHER DEBRIS SHALL BE REMOVED DIRECTION OF FLOW - HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY ACCORDANCE WITH
THE APPROVED GRADING PLANS AND THAT ALL AFTER EACH RAINFALL
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 10. SHOULD GERMINATION
OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE STORM
DRAIN PIPE - - - - - -
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 944 -3374. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO SLOPES SHALL BE
STABILIZED WITH PUNCHED STRAW INSTALLED IN - - - - - -
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL ACCORDANCE
WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR HANDBOOK OF THE STATE
OF CALIFORNIA DEPARTMENT OF CONSERVATION. PRIVATE ATRIUM GRATE AND CATCH BASIN
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN SOILS ENGINEER'S
CERTIFICATE STORM DRAIN CLEANOUT O
HAULING OPERATION. INSTALLED. I, JOHN E. VERNON, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
HEREBY
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE CERTIFY
THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE WITHIN
THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON DECEMBER 15, 1992. BROOKS TYPE 24' x CONCRETE CATCH BASIN
AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. ONE
COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY WITH TRAFFIC GRATE E P PER BROOKS PRODUCTS
UNDER PERMIT NO. HAS BEEN PERFORMED IN SUBSTANTIAL LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. STANDARD DRAWING NO. 2424 (OR EQUIVALENT)
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6' FURTHERMORE,
I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THE
ATTACHED AS- GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE RECOMMENDATIONS
INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEER -
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE INCORPORATED IN
THE GRADING PLANS AND SPECIFICATIONS. : E ,E ,. 6' TYPE'G' CONCRETE CURB PER SDRSD G -1
OPERATION. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. aI E r / " 0 j l v4� y "
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO p ►=° �, ° �� <`�
PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF SIGNED: �� ---- �' ° E le, )�
EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED RCE NO- 2 ` � 315.r � °� ? .
AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY EXP. DATE q130113 Lai C 1 eln I=
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR ,4 It
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME q �30�93 * LEGAL DESCRIPTION
LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL c1V1 ` . , - ! 13, MAP 9183
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. i`r : "��g
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE DECLARATION OF RESPONSIBLE CHARGE " f OF P
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE ASSESSORS PARCEL NUMBER
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A I HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT
1 265-340-07
NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT
AS
OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER DEFINES IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. DESIGN IS CONSISTENT WITH CURRENT STANDARDS. OWNER/PERMITTEE
DAVID AND ANN WELBORN
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY PO BOX 9473
THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, RANCHO SANTA FE, CA 92067
AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
SOWARDS AND BROWN ENGINEERING, INC.
2187 NEWCASTLE AVE., SUITE 202
CARDIFF BY THE SEA, CA 92007
R. 6, �� ENVIRONMENTAL REVIEW NOTES
C?
BY DATE ) 1. EARTHWORK QUANTITIES
RANDY R BROWN RCE 36190 No. 361-00 rn CUT - 500 C.Y.
Exp. 6 FILL - 500 C.Y.
EXPORT / IMPORT - 0 C.Y.
2. S bEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS
3. MAXIMUM VERTICAL DEPTH OF CUT IS 2.8 FEET. z
MAXIMUM VERTICAL DEPTH OF FILL IS 1.6 FEET.
4. 13.500 FT VOLUME OF CUT Z
12,000 W AREA OF CUT = 1.1 FT AVERAGE DEPTH OF CUT W
W
13 FT VOLUME OF FILL a'
16,000 W AREA OF FILL = 0.8 FT AVERAGE DEPTH OF FILL W
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