1990-584 G (Plans) WORK TO BE DONE
GRADING
GRADING PLAN
THE GRADING CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS,
THE CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS,
(AS -BUILT PARCEL 3 ONLY) AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, AND THE STANDARD SPECIFI-
CATIONS FOR PUBLIC WORKS CONSTRUCTION.
GENERAL NOTES WEHNER PROPERTY
GRADING SHALL CONSIST OF HE CONSTRUCTION OF ALL CUTS AND FILLS SHOWN ON THESE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD PLANS AND OUTLINED IN HE EARTHWORK SPECIFICATIONS.
ALL GRADING DETAILS WILL BE
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, HE DESIGN CONSTRUCTION IN ACCORDANCE WITH HE CITY OF ENCINITAS GRADING
ORDINANCE.
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE LEGEND REFERENCE SYMBOL QUANTITY
APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION, 3 LOT SUBDIVISION, 1470 GRADING NOTES LANDSCAPING NOTES EXCAVATION
100 1 990 C.Y.
RUBENSTEIN AVENUE, ENCINITAS, CALIFORNIA" DATED AUGUST 14, 1990 PREPARED 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
BY HETHERINGTON ENGINEERING, INC. AND REPORT TITLED "RESULTS OF PERCOLA- FILL 100 C.Y.
TION TESTING, PROPOSED 3 LOT SUBDIVISION, 1470 RUBENSTEIN AVENUE, ENCINITAS, HIS DIRECTION. HE SHALL INSPECT AND TEST HE EXCAVATION PLACEMENT AND COMPAC-
HE CITY ENGINEER. PLANS SHALL CONFORM TO HE CITY OF ENCINITAS GRADING ORDI-
CALIFORNIA" DATED AUGUST 25, PREPARED 8Y HETH ENGINEERING, TION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS NANCE
AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. CONCRETE PAVING 0 41500 S.F.
INC. REPORTS AS REQUIRED AND WILL DETERMINE HE SUITABILITY OF ANY FILL MATERIAL. UPON
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 6" PVC = _ = 224 L.F.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION 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
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT- AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH HE APPROVED GRADING
APRIL 15. CATCH BASIN (FOR TRAFFIC) III 0 4 EA.
OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
IN CONJUNCTION WITH IMPROVEMENT PLANS. INTENDED USE. STORM DRAIN CLEANOUT = 0 1-EA.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
EARTHEN BERM 0 -444 L.F.
DR AIN A GE AV OID DAMAGE ADJOINING PROPER
P R E VENT
E PON OF
S W
R TO FINISHED WORK ON HE SITE AND SHALL EROSION CONTROL NOTES CONTR S U RF A C E I RD
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT SEEPAGE PITS (4' -x-4') - (6.5'x5')
® ® 106 L.F.
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAN SAMARIN (619) 755 -0936
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
SEEPAGE PITS (4' x 5') ® ® 0 -23t -L.F.
GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED 2• EQUIPMENT AND WORKERS FOR EMERGENCY
WORK SHALL BE MADE AVAILABLE AT ALL TIMES
IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTION- DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL
BE STOCKPILED ON SITE AT PROPERTY BOUNDARY - - --
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK ABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON
WHICH CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
REMOVED TO RAIN IS EMINENT. AC PAVING
BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH
OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRAC- 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR
MODIFIED WITHOUT THE APPROVAL OF 2:1 (MAX) CUT SLOPE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, TOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT
ACCOR- THE ENGINEERING INSPECTOR.
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, DANCE WITH SPECIFICATIONS. DAYLIGHT LINE
-+'- - -«-
STATE AND FEDRAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
WORKING ORDER TO
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
RUN -OFF PRODUCING RAINFALL. DIRECTION OF DRAINAGE -
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND 5.
THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE RETAINING WALL (SEPARATE PERMIT)
SHALL BE m
P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. LEFT IN E NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE
MATTER REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORE-
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SEEN CIRCUMSTANCES WHICH MAY ARISE. SEWER
MAIN - -
SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL
TAKE NECESSARY PRECAUTIONS TO SEWER CLEANOUT
IN ACCORDANCE WITH HE GRADING ORDINANCE. PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, CONDITION. EXIST POWER POLE
•
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN SHALL BE EXIST EDGE OF PAVEMENT �r-�T
AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM INCORPORATED HEREON.
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE EXIST RETAINING WALL
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN
AWAY FROM THE FACE OF r � r
SLOPE AT THE CONCLUSION OF EACH WORK DAY. EXIST WOOD FENCE
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH EXIST CHAIN LINK FENCE x X
ADDITIONAL NOTES WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PER-
CENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
NOTIFICATIONS 1. THE STEEPEST EXISTING ( %) SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 177. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES
FAIL TO PROVIDE EFFECTIVE COVERAGE OF
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 3 FT. GRADED
SLOPES (90% OF COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE EARTHWORK QUANTITIES
STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE
THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR THE MAXIMUM VERTICAL HEIGHT OF FILL IS 2.5 FT.
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
OF CALIFORNIA DEPARTMENT EXCAVATION: 10o C.Y. FILL: 100 C.Y.
3. a: VOLUME OF CUT (FT _ 24,300 FT 3 OF CONSERVATION. EXPORT: 0 C.Y.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT AREA OF CUT (FT 17,800 FT 2 = 1.37 FT = AVERAGE DEPTH OF CUT(FT)
NOTE: A SEPARATE PERMIT MUST BE OBTAINED FOR WASTE OR IMPORT AREA.
ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CON- THE ABOVE QUANTITIES ARE ESTIMATED
FOR BONDING AND PERMIT PURPOSES
TRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR b VOLUME OF FILL (FT- 2,700 FT 3 ONLY.
THE ENGINEER IS NOT RESPONSIBLE FOR QUANTITIES USED BY THE
AND NOTIIFICAT10N OF COMMENCEMENT OF WORK UROOERIFICATION AND LOCATION OF UTILITIES AREA OF FILL (FT 4,000 FT 2 = 0.68 = AVERAGE DEPTH OF FILL
(FT) SOILS ENGINEERS CERTIFICATE GRADING CONTRACTOR IN ESTABLISHING THE SCOPE OF WORK TO BE PERFORMED
I, MARK D. HETHERINGTON, A REGISTERED CIVIL ENGINEER IN THE STATE TO COMPLETE THE CONSTRUCTION SHOWN ON THIS PLAN.
SHRINKAGE IS NOT ACCOUNTED
A. SEWERS - LEUCADIA WATER DISTRICT 753 -0155 OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, FOR
IN QUANTITIES
HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN
B. GAS & ELECTRIC - S.D.G.&E. 800 - 422 -4133 THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES JULY 1, 1990
AND AUGUST 31, 1990 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT 753 -6466 FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE
OF HE DECLARATION OF RESPONSIBLE CHARGE
CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT
D. TELEPHONE - PACIFIC BELL 800- 422 -4133 THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN IN-
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
E. CABLE TV - DIMENSION CABLE SERVICES 800 - 422 -4133 CORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PROJECT AS DEFINED IN SECTION 6703 OF HE BUSINESS AND PROFESSIONS
% I CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING o l 'Yq
ANY WORK ON THIS PROJECT. PHONE: (619) 944 -5070 SIGNED: �EIHFq y l� y
DRAINAGE 6RA7E PER R D -13 & D -15 MARK D. HETHERIN ON o e I UNDERSTAND THAT THE CHECK OF PROJECT
DRAWINGS AND SPECIFICATIONS
ti 0 BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: PROPOSED GROUND WERE SHMN O (EX7END 397
T GE 397 w � z m
WALLS r0 SURFACE) RCE NO.: n, a RELIEVE ME OF RESPONSIBILITIES FOR PROJECT DESIGN. ••• " " " " "'
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SUBJECT TO REJECTION AND REMOVAL. 944 -5070. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
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200' NORTH OF INTER OF SANTA FE DR.
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AND VULCAN AVE. 51' WEST OF VULCAN R.C.E. NO.: 26175 GATE: � �/ DATE: - � —
AVE C/L VERTICAL NA 1470 RUBENSTEIN AVENUE ENCINITAS, CA
N. A. CO. OF S.D. B.M. FILE BRIAN DONALD 3/31/90 SHEET 2 OF 3
91.387 USC & GS M.S.L. EXP. WORK PROJECT NO.
RESOURCE DEVELOPMENT CORPORATION JN89 -57B
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TPM 89 -244
PLANS PREPARED UNDER SUPERVISION OF RECOM END D T a A. /GG„�>>;, DON WEHNER PROPERTY 0584
REVISIONS - G WOU APPROVED D ATE
TPM 89 -244 CO. OF S.D. B.M. SE 0006 BRASS DISC DATE: 1 /20/95 BY: BY:
IMP. PLAN 0584 -R SET IN CONC. MON. CI EN NEED
200' NORTH OF INTER OF SANTA FE DR. HORIZONTAL 1 " =20' 26175 " DATE AVENUE ENCINITAS, CA
_________,�___ _
AND VULCAN AVE. 51' WEST OF VULCAN R.C.E. NO.: DATE: : 1470 RUBENSTEIN SHEET .3 OF
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BRIAN DONALD 3/31/98 WORK PROJECT NO.
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CO. OF S.D. B.M. FILE
91,387 usC & GS M.S.L. RESOURCE DEVELOPMENT CORPORATIO