1999-6151 G (Plans)HORSE RING RESTORATION PLAN
GRADING NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
REQUEST FOR INSPECTION.
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF
SIZES. LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN
CONJUNCTION WITH IMPROVEMENT PLANS.
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE
GRADING.
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER
OR A LICENSED LAND SURVEYOR.
6. THE CONTRACTOR MALL DESIGN, CONSTRUCT AND MAINTAIN ALL
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND
REGULATIONS.
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112)
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M.
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE
PRESENT: CITY INSPECTOR. CIVIL ENGINEER, SOILS ENGINEER.
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
ADVANCE BY CALLING (760) 633 -2770.
9. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING
OPERATION.
10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL
RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE
PROVIDED STATING: "THE GRADING UNDER PERMIT N0.
6052 -G, HAS BEEN PERFORMED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON
THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER
WHO CERTIFIES SUCH GRADING OPERATION.
ii. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED.
12. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT
ACCORDANCE WITH SPECIFICATIONS.
13. CUT AND FILL SLOPES SHALL -BE CUT AND TRIMMED TO FINISH
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS
SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDINANCE.
14. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT -
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
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NOTE: ALL REPLACEMENT SAND
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AND REMOVAL AND REPLACEMENT
SHALL BE CONDUCTED OVER A
PERIOD OF 4 WEEKS.
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LEGAL DESCRN ON
A.P.N.:
WEADDRESS
OWNER/PERMIITEE
ESTIMATED QUANTITIES
A PORTION OF BLOCK 39 OF MAP 326.
A PORTION OF 265 - 025 -13
2595 TRIPLE C RANCH ROAD
OL I VENHA I N• CA -2024
JACK CHRISTIANSON
2595 TRIPLE C RANCH ROAD
OLIVENHAIN, CA 92024
CUT 1, 075 C. Y.
FILL 1, 075 C. Y.
IMPORT 0 C.Y.*
* EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
ON THESE PLANS. HOWEVER:
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION
OF COMMENCEMENT OF WORK:
A. SEWERS - CSD (760) 633 -2770
B. GAS & ELECTRIC - SOG &E (800) 422 -4133
C. WATER - OMWO 760- 753 -6466
D. TELEPHONE - PAC BELL (800) 422 -4133
E. CABLE TV - COX CABLE (800) 422 -4133
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
PHONE: (760) 633 -2770.
3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
REJECTION AND REMOVAL.
DECUaRAT IDN OF RESPONSIBLE C.�L4AGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT.
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
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.
F ESSI p
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No . 29577 r ,
Exp. 03/31/03 r
BY: � DATE
WAYNE P CO
R.C.E. 9577
REVISIONS APPROVED DATE REFERENCES DATE $ C SCALE CO DEVELOPMENT
DESIGNE BY DR AWN FPF BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT
M 10 WELL MONUMENT AT THE APPROVED PLANS PREPARED UNDER THE SUPERVISION OF RE C DE APP VED RESTORATION PLAN FOR:
INTERSECTION OF RANCHO TA HORIZONAL' 1 " =60' d DATE: r2_31V_ BY: BY: 8L FE RD. Alm ENCINI S BY. . ,.- CHRISTIANSON HORSE RING
y� - R.C.E. N0. 29577 DATE: �: DATE:
ELEV. - 75.14 MSL VERTICAL N/A DATE: — f WA E PASCO -
- BY: CO. OF SAN DIEGO EXP. 3 -31 -03 WORK PROJECT NO. TPM 97 -267
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