1994-3953 G (Plans) WORK TO BE DONE:
GRADING
A. GENERAL C_ GRADING
1. ALL WORK SHALL BE ;DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
STANDARD SPECIFIGATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGW ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND"TEST THE
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
AREA _ REGIONAL STANDARD . DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
THEREFROM "SHALL - BE APPROVED BY THE CITY ENGINEER PRIOR TO /,ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
REOUEST FOR INSPECTION. RESPONSE 10 COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS
2 . THE SOILS REPORT TITLED GRAD14G VIOLAI)GIM PREPARED BY CARVIFT OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN
9-r[ECAMIC61, DATED �-19-9 SHALL BE CONSIDERED AS A PART OF THIS ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS
GRADING PLAN. ALL GRADING HALL BE DONE IN ACCORDANCE WITH THE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
2 . , THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED 'SURFACES TO
3 . APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
WITHIN ,STREET- RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
4 . WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. INSTALLED.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS -REQUIRED TO 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE
EXISTING PRIOR TO GRADING. . CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED.
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE
SURVEYOR. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
7 . THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4 . CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED
AND REGULATIONS. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES
HOURS OF 5: 30 P.M. AND 7: 30 A.M. NOR ON SATURDAYS, SUNDAYS AND' CITY SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
RECOGNIZED HOLIDAYS.
5. ALL TREES, BRUSH; GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL `A '?REGRADING BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL
AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633-2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
10. PRIOR TO HAJ;ILING DIRT OR CONSTRUCTION MATERIALS TO ANY E. EROSION CONTROL
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL
SUBMIT TO AND 'RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JGRR� SuILLCR
PROPOSED HAUL ROU E. THE DEVELOPER SHALL COMPLY WITH ALL AT C619) Q3(p G�Z9
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH
REGARDS TO THE HAULING OPERATION. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE - MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO
PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
AN AS-GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING EMINENT.
UNDER PERMIT NO. 39.53- G CHAS BEEN PERFORMED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED . GRADING PLAN OR AS SHOWN ON THE 3 . DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT
ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE THE APPROVAL OF THE ENGINEERING INSPECTOR.
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION. 4 . THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
B. NOTIFICATIONB
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
RUN-OFF PRODUCING RAINFALL.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL GHoS1Ury CONTROL
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED
AVAILABLE RECORDS. TO THE ' BEST OF OUR KNOWLEDGE THERE ARE NO
GRADING OPERATION OR UNFORESEEN CIRCUMSTANCS`S WHICH MAY ARISE.
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK WATERS TO PREVENT PUBLIC TRESPP,SS ONTO AREAS WHEN IMPOUNDED
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE WATERS CREATE A HAZARDOUS CONDITION.
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND PLAN SHALL BE INCORPORATED HEREON.
NOTIFICATION OF COMMENCEMENT OF WORK.
A. SEWERS- 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM
THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
B. GAS '& ELECTRIC - 800/422-4133 9 . ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
C. WATER -
THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY
FORECAST EXCEEDS FORTY PERCENT (40%) . SILT AND OTHER DEBRIS SHALL
D. TELEPHONE - 800/422-4133 - PACIFIC BELL BE REMOVED AFTER EACH RAINFALL.
E. CABLE TV - 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO
NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW
INSTALLED IN ACCORDANCE WITH SECTION 35. 023 OF THE EROSION AND
2 . CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: 619/633-2770 CONSERVATION. 1.
G ..'- 115 AM-1 ACIUMAIJON PROVIVU b CONTRACTOR ,
3 . THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR U
INSPECTION. PHONE: 619/633-2770. ALL REJECTION PERFORMED OVAL.WITHOUT IL��YV11A5 ACI�flLL, 50ME- MINOR GRAVING WITH
BENEFIT OF INSPECTION. WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPORT DG � �J8 Chi.
EARTHWORK:
ENVIRONMENTAL DATA:
1)
Steepest Existing
Natural Slope On-Site
2)
Maximum Vertical
Depth
of Cut
3)
Maximum Vertical
Depth
of Fill = (1 ±
4)
Average Depth of
Cut =
9
5)
Average Depth of
Fill =
0.5I ±
REVISIONS
APPROVED
DATE
I REFERENCES
DATE
CUT= 0 C.Y.
FILL= 38t C.Y.
IMPORT = 3S± C.Y.
EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND
ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL
QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND/OR
SWELLING FACTORS.
�� -- BEARINGS �, D15ipNCES rOR L01 60UNDAR� ou9 PCR
R.O.Q. 9886. .
BENCH MARK
UAV DISC. @ 5W LY CORN -
MARKC R.C.C,
[L. :: 200. 00' pSSUMCD
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK
FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSI-
BLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PRO-
FESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT
WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS
AND SPECIFICATIONS BY THE CITY :OF ENCINITAS IS
CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME,
AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR
PROJECT DESIGN.
tOGAN ENGINEERING
120 BIRMINGHAM DR. , STE. 110
CARDIFF, CA 92 07
619- 2-8474
0/
BY: DATE:
RCE NO. : 9IZ4 EXP. DATE: /Z
OWNER'S CERTIFICAT
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS
ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED
TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE
ON THE COMPACTION AND STABILITY OF THE SITE.
/�'^" P j A- DATE:
OWNER
9MUMIPERMITTEE:
-.ERALD & FRIEDA SHILLER
1451, CREST DRIVE
ENCINITAS, CA 92024
619-436-4629
SITE ADDRESS:
1451 CREST DRIVE
ENCINITAS, CA 92024
A.P.N. 262-023-05
LEGAL DESCRIPTION:
THAT PORTION OF BLOCK 11F11 OF PALOMARES HEIGHTS IN
THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2114,
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN
DIEGO ,COUNTY, CALIFORNIA ON JUNE 19, 1928, AND ALL
AS MORE PARTICULARLY DESCRIBED IN GRANT DEED
RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF
SAN DIEGO COUNTY ON SEPTEMBER 23 , 1992 AND FILE
NO. 1992-0604353 .
7* LEGEND - WORK TO BE DONE-
THIS GRADING PLAN HAS BEEN PREPARED IN ORDER TO
MITIGATE A GRADING VIOLATION FOR THIS PROPERTY DUE
TO THE CLEARING AND GRUBBING OF OVER 10,000 SQ.
FT. (GRADING ORDINANCE NO. 23 .24 .500 B. ) . THERE
HAS BEEN M14 Ott GRADING OTHER THAN THE CLEARING
AND GRUBBING AS SHOWN ON THIS PLAN. THE ONLY
REMAINING WORK IS AS FOLLOWS.
OEXPOSED PAD AREA TO BE PROPERLY COMPACTED AND
PLANTED WITH GRASS IN ORDER TO CREATE A LAWN
AREA.
OEXPOSED SLOPES TO BE TRACKED, CLEANED UP AND
PLANTED WITH A MINIMUM OF A HYDROSEED MIX
EQUAL TO OR BETTER THAN THE FOLLOWING:
2,000 LBS/AC. MIN. WOOD FIBER MULCH
1,000 LBS/AC. MIN. AMMONIUM PHOSPHATE SUL-
FATE. (16-20-0 W/15% SULFUR) .
20 LBS/AC. MIN. FESCUE, "ZORRO11
20 LBS/AC. MIN. ROSE CLOVER
SCALE COMMUNITY DEVELOPMENT
HORIZONTAL I'1 = 20^
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R.C.E. NO. : 39726 DATE: DATE:
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