1992-184 G (Plans) 10370
SCOPE WORK LEGEND DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK
A. GENERAL FILL SLOPE (2: MAX.) FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE
CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE STANDARD 2. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
FILL SHALL CUT SLOPE (2: MAX.) y V V SECTION 6703 OF THE BUSINESS AND PROFESSIONAL CODE,
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN CONSTRUCTION BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE
AND THAT THE DESIGN IS CONSISTENT WITH CURRENT
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR
EXISTING CONTOURS 9 STANDARDS.
STANDARD DRAWINGS, ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL
AND I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE PROPOSED
CONTOURS 80 AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" (INCHES) AND THEN TO A REVIEW ONLY AND DOES NOT RELIEVE
ME, AS ENGINEER
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S EXISTING
ELEVATIONS - (103.0) OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT
PROPOSED ELEVATIONS
STREET RIGHT -OF -WAYS. SEPARATION APPROVALS AND PERMITS FOR THESE SHALL BE ACCORDANCE WITH SPECIFICATIONS.
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. DRAINAGE SWALE (2% MIN.)
-�
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 3. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO
PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF DAYLITE LINE
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY PROPERTY
LINE
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
BY: MIN DATE:
GRADING. EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED
SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL RCE NO. Z.3 4 EXP. DATE:
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY OWNER & P E R M I T T E E
A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
4. ALL TREES. BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR
MR. & MRS. PETE FILANC
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL SO AS TO LEASVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS
605 COLE RANCH ROAD
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO
ENCINITAS, CA. 92024
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS THE DISPOSAL OF ANY SUCH MATERIAL.
OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED
H O LI DAYS.
8. NO O GGRADI RADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN D. LANDSCAPING LEGAL DESCRIPTION
EARTHWORK
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE.. THE PREGRADE APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY
OF 9TH STREET EAST OF COLE CUT 380 C.Y.
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION
RANCH ROAD.
CALLING (619) 944 -3374. STANDARDS. Fl LL - 0 - -
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES
PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES
B. NOTIFICATIONS GRADED BETWEEN OCTOBER 1 AND APRIL 15. ENVIRONMENTAL DATA
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO E. EROSION CONTROL S ITE ADDRESS STEEPEST
EXISTING NATURAL SLOPE ON SITE- 64% (UNDOCUMENTED FILL).
THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN MAXIMUM VERTICAL DEPTH OF CUT= 3
FEET.
ON THESE PLANS, HOWEVER: 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACTD PETE FILANC AT MAXIMUM VERTICAL
DEPTH OF FILL= -0-
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES (619) 941 -7130 (PHONE NO.). 9TH STREET EAST OF COLE
AVERAGE DEPTH OF CUT= 2.5 FEET
TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. RANCH ROAD. AVERAGE DEPTH OF FILL=
N /A.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT
SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN IN EMINENT. NOTES •
1A. SEWERS - CARDIFF SANITATION DISTRICT 944 -5079 Ln
18. GAS do ELECTRIC - SAN DIEGO GAS do ELECTRIC 800 - 422 -4133 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
B ONE J 0
APPROVAL OF THE ENGINEERING INSPECTOR. 4CK ROAD EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL
N
1 C. WATER- OLIVENHAIN MUNICIPAL WATER DISTRICT 753 -6466 d7
1 D. TELEPHONE- PACIFIC TELEPHONE 800 - 422 -4133 1 Tk ST BASIS AND ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING = PURPOSES ONLY. ACTUAL QUANTITIES
MAY VARY DUE TO
1 E. CABLE TV- DIMENSION CABLE ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF f( UNFORESEEN
LOSSES, SHRINKAGE AND /OR SWELLING FACTORS. Q
PRODUCING RAINFALL. C ��NO
2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO 9TH ST. Ofl 'VORZE UPON FINAL
COMPLETION OF THE WORK UNDER THE GRADING
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 944 -3374. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURE AS
C) PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR (J1
MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION \ FINAL RELEASE OF SECURITY, AN AS
GRADED CERTIFICATION Z
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ENCINITAS
SHALL BE PROVIDED STATING:
PHONE: (619) 944 -3374. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION J "THE GRADING UNDER PERMIT NO.
WILL BE SUBJECT TO REJECTION AND REMOVAL. HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SITE THE APPROVED GRADING PLAN OR AS SHOWN
ON THE ATTACHED O
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS Q AS- GRADED PLAN". THIS STATEMENT SHALL
BE FOLLOWED BY
C. GRADING CREATE A HAZARDOUS CONDITION. 3 � / THE DATE AND SIGNATURE OF THE CIVIL
OPERATION.
ENGINEER WHO CERTIFIES v
u � SUCH GRADING
ST REET
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE SHALL BE INCORPORATED HEREON. N
Q
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE I D _
WATER ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE
.. �S' / RANCHO �:j
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. eCI'b
CONTROL MEASURE HAVE BEEN INSTALLED. 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END "ANC SANTA
FE �' m qT
OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST S1M h0 _
EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVE � q � / � � W � 0)
AFTER EACH RAINFALL. .p � CD
2j O I
2 LLJ
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVEQ SSrr 2
COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15. THE L E �G y Q
SLOPE SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE Z
WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF C No. 41
THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. * e,o 43 '� (n O
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE � DISPICT DESIGNED APPROYAl.B CITY OF ENCINITA8 PUBLIC
WORKS DEPARTMENT DRAWING N0. LiJ Q a-
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R.C.E. NO.: CENT TO FILANC RESIDENCE
VERTICAL DATE: �'�?! DATE: �
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