1996-4876 I (Plans) WORK TO BE DONE GRADING NOTES PRECISE GRADING PLANS FOR WORK TO BE DONE '
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC
1. THE SOILS REPORTS TITLED GEOTECHNICAL INVESTIGATION ENCINITAS 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED
WORKS CONSTRUCTION (LATEST EDITION), THE DESIGN CONSTRUCTION STANDARDS OF THE
RANCH, ENCINITAS, CALIFORNIA PREPARED BY GEOTECHNICS INCORP SOILS ENGINEER OR UNDER THEIR DIRECTION. THEY S HALL OBSERVE CITY
OF ENCINITAS, AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION).
RATED DATED JANUARY 19, 1996, (REVISED APRIL 16. 1996 AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS,
SHALL BE CONSIDERED BACKFILLS, AND COMPACTION OF TRENCHES. THEY SHALL SUBMIT LEGEND
AS PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE STABILITY
1
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS TM 94-066 CONTAINED IN SAID
REPORT. THEY SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE DESCRIPTION STD. DWG. S YMBOL r
BY THEM OR UNDER THEIR SUPERVISION AND THAT IN THEIR OPINION .
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN GENERAL NOTES OWNER /PERMITEE
STATEMENT SUBDIVISION BOUNDARY .............................
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL
PARCEL LINE ........ ............................... .
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS BANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
'
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE
AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION INTENDED USE. 1. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE APPROVAL
EASEMENT LINE
WITH IMPROVEMENT PLANS.
OF VERTICAL OR HORIZONTAL ALIGNMENT OF ANY PRIVATE ROAD SHOWN PLANS.
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED HEREON FOR CITY ROAD PURPOSES. 6" CURB & GUTTER TYPE "Cr
, , G -2 -- -
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHAM , , ..... HAVE A -- - --
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT 2.
A.C. SIDEWALK ......................... G -7 le i
PONDING OF WATER. THEY SHALL CONTROL SURFACE WATER �T '
FINAL APPROVAL OF THESE PLANS IS SUBJECT TO FINAL REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
� •'� '
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED APPROVAL OF THE ASSOCIATED
IMPROVEMENT PLANS WHERE ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES EXISTING WATER LINE ............................... - VV W
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO APPLICABLE. FINAL CURB GRADE ELEVATIONS
MAY REQUIRE ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME CHANGES IN THESE PLAN OF
THE IMPROVEMENTS. EXISTING SEWER AND M.H . ...... . .................. S
S. --;;
TO CONDITION EXISTING PRIOR TO GRADING. AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE I FURTHER AGREE TO COMMENCE WORK ON
ANY IMPROVEMENTS SHOWN ON THESE EXISTING STORM DRAIN .............................
BEEN INSTALLED. 3. IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL SITE
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT AS DETERMINED BY THE CITY ENGINEER. PLANS WITHIN EXISTING PUBLIC RIGHT -OF
-WAY WITHIN 60 DAYS AFTER STORM DRAIN. ....................................... =-
OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
OR OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK GRADED
CONSTRUCTION, EXCAVATION OR ENCROACHMENT PERMIT FROM THE ACTIVELY N , GRADED SLOPES 1.5:1 MAX. 5:1
MIN . ............
BE REESTABLISHED AND REPLACED BY A REGISTERED CIVIL FILL SHALL BE PLACED IN ACCORDANCE WITH THE APPROVED SOILS 4. T O EVERY NORMAL
WORKING DAY UNTIL COMPLETED IRRESPECTIVE
ENGINEER OR A LICENSED LAND SURVEYOR. REPORT. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL DIRECTOR OF ENGINEERING SERVICES WILL BE REQUIRED
FOR ANY WORK AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR PROPOSED SPOT ELEVATIONS ...................... 2
BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH IN THE CITY RIGHT -OF -WAY. UNDER MY CONTROL RETAINING WALL
.... ...............................
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL '2/•
___ BROW DITCH . • • • • • • ...PER SDRSD D -75 TYPE * C17 . .
ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED 5. ALL SLOPES OVER 3 FEET IN HEIGHT
WILL BE PLANTED IN BY: -_
ACCORDANCE WITH CITY OF ENCINITAS SPECIFICATIONS. DATE:
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TERRACE
DRAIN ........ • .....PER DETAIL SHT. 3.
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S CARLTAS COMPANY
, r
800
6. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF 5600 AVENIDA ENCINAS, SUITE 100 DAYLIGHT LINE .......
............................... ��, F
,,,._.
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL ALL UTILITIES BEFORE COMMENCING WORK BY CALLING UNDERGROUND CARLSBAD CALIFORNIA
9200
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE - HALF (1/2) MILE IN STRICT ACCORDANCE WITH THE APPROVED SOILS REPORT AND SERVICE ALERT: F
THE PROPOSED WORK `� CUT /FILL LINE ....... ...............................
OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED THE SPECIFICATIONS. ( ) 422 -4133. NOTICE O (619) 431 -5600
SHALL BE GIVEN FOR THE FOLLOWING AGENCIES: EXISTING CONTOURS . ............................... C 270 -'-'
BETWEEN T HE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SAN DIEGO GAS & ELECTRIC �
SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH
PACIFIC BELL TELEPHONE LIMITS OF EXISTING CULTIVATION ............... At
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS CAN - DANIELS CABLEVISION DECLARATION OF RESPONSIBLE CHARGE
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SEWER - LEUCADIA COUNTY WATER
DIST. FINISH CONTOURS .... ...............................
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY WATER - OLIVENHAIN MUNICIPAL. WATER
DIST. LDZ (LANDSCAPE DEVELOPMENT ZONE) ...............
PRESENT: CITY OF ENCINITAS INSPECTOR, CIVIL ENGINEER, SOILS THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY - SAN DIEGUITO WATER DIST.
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER THAT I HAVE EXERCISED RESPONSIBLE
CHARGE OVER THE DESIGN OF THE LIMITS OF GRADING ... ...............................
MEETING SHALL BE SCHEDULED WITH THE CITY OF ENCINITAS AT EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 7. A SOILS REPORT MAY BE REQUIRED
PRIOR TO THE ISSUANCE OF PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS GRADE BREAK ....... ............................... _
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED BUILDING PERMIT. CODE, AND
THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN SWALES AND FLOW DIRECTION .......................
9. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY ACCORDANCE WITH THE GRADING ORDINANCE. 8. APPROVAL OF THESE PLANS BY THE CITY
ENGINEER DOES NOT I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE BY THE CITY OF ENCINITAS
AND THE COUNTY OF SAN DIEGO, DEPART- CLEAN OUT .......... ..................0- 9..........
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL PROPERTY OWNER'S PERMISSION HAS BEEN
OBTAINED AND A MENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY RIP - RAP .............. ...............................
THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF VALID GRADING PERMIT HAS BEEN ISSUED.
AND DOES NOT RELIEVE ME AS AN ENGINEER OF WORK OR MY
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE RESPONSIBILITIES FOR
PROJECT DESIGN. SANDBAGS ..................
THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED 9. THE CITY ENGINEER'S APPROVAL
OF THESE PLANS DOES NOT CONSTITUTE n / / DOWN DRAIN .. PER DETAIL SHT. 3 ....
OPERATION. APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF CITY BUILDING OFFICIAL APPROVAL OF ANY FOUNDATIONS FOR - . 7 �
6 - - --
LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS STRUCTURES TO BE PLACED ON THE AREA COVERED BY THESE PLANS. DRU J. MAYER
RCE NO, 38474 DATE SUB -DRAIN ..................PER SOILS REPORT.... s --
10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING. ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF
NO WAIVER OF THE GRADING ORDINANCE REQUIREMENTS CONCERNING EXP. 3 31 /97
/ CRUSHED ROCK .... • ..... ' ............................... ;
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR ANY SUCH MATERIAL.
FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION (SEC S C OVER
.403 & 8 EXPANSIVE
ANY SUCH t WAIVER MUST BE OBTAINED 3 � ��� INC.
NO. BE PROVIDED STATI HAS "THE
EARFORMED UND
N SUBSTANTIAL 6 OF THE DRAINAGE FACIILITIIES NO DRAINAGETAPPURTENNCES FROM TH DIRECTOR OF DPL. IRVINE, CA 92718
SHEET INDEX
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THAT ARE REQUIRED BY THE SOILS AND /OR GEOLIGICAL REPORTS 10. NOT USED
SOILS ENGINEERS , CERTIFICATE SHEET
THE ATTACHED AS- GRADED PL.AW. THIS STATEMENT SHALL BE FOR THIS PROJECT. THE TIME OF CONSTRUCTION AND METHOD OF _
SHEET
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CONSTRUCTION OF THESE DRAINAGE FACILITIES
AN APPURTENANCES 11. ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO EROSION CONTROL GEOTECHNICS INCORPORATED:
NO. DESCRIPTION
CERTIFIES SUCH GRADING OPERATION. SHALL BE AS DIRECTED BY THE PROJECT SOILS ENGINEER ND /OR PRODUCE A CONTOURED TRANSITION FROM CUT OR FILL FACES
TO I ANTHONY_ F. BELFA A REGISTERED PROFESSIONAL
GEOLOGICAL REPORTS. ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING 1 TITLE SHEET & LEGEND
NATURAL GROUND AND ABUTTING CUT OR FILL SURFACES. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: BUSINESS IN THE
FIELD OF APPLIED SOIL MECHANICS, 2 GRADING PLAN SHEET
NOTES: 12. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE MR. CHARLIE KAHR - A T (619) 438 - 5620 HEREBY CERTIFY
THAT SAMPLINGS AND STUDIES OF 3 GRADING PLAN SHEET
NOTIFICATIONS GRADING ORDINANCE AND NOTWITHSTANDING THE APPROVAL OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE
1
THESE GRADING PLANS, THE PERMITTEE IS RESPONSIBLE FOR THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE WERE MADE
BY ME OR UNDER MY DIRECTION BETWEEN
1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH AND PREVENTION OF DAMAGE TO THE ADJACENT PROPERTY. NO PERSON MADE
AVAILABLE AT ALL TIME'S DURING THE RAINY SEASON. ALL THE DATES � tf9.f ND_s1AAA /99G
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND IMPLEMENT REQUIREMENTS OUTLINED WITHIN THE FOLLOWING PROJECT PERMITS : SHALL EXCAVATE
ON LAND SO CLOSE TO THE PROPERTY LINE AS NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT ONE COMPLETE COPY OF THE SOIL REPORT COMPILED
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF ENDANGER ENDGER ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, LOCATIONS
TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES FROM THIS STUDY, WITH MY RECOMMENDATIONS,
- U.S. ARMY CORPS OF ENGINEERS 404 PERMIT Q,
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO FUNCTION OF ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER WHEN RAIN IS
IMMINENT. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
- CALIFORNIA DEPT. OF FISH I GAME STREAMLINE
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND PROTECTING
ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE W 0040333 j
ALTERATION AGREEMENT, SEC 1603 SUCH S PROPERTY FROM SETTLING, CRACKING, EROSION, SILTING, 3. DEVICES SHOWN ON PLANS SHALL NOT
BE MOVED OR MODIFIED GRADING PLANS AND CERTIFY THAT THE RECOMMEND-
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES - STATE WATER RESOURCES CONTROL BOARD , T WITHOUT THE APPROVAL OF
THE ENGINEERING INSPECTOR. ATIONS INCLUDED IN THE SOILS REPORT FOR THIS 1
TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK DIVISION OF WATER QUALITY, GENERAL SCOUR OR OTHER DAMAGE WHICH MIGHT RESULT
FROM THE PROJECT HAVE Bt�i INCORPORATED IN THE GRADING �T
SITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING COSTRUCTI01r ACTMTY STORM DRAIN PEW GRADING DESCRIBED ON THIS PLAN. THE CITY
WILL HOLD THE FO c
- CALIFORNIA COASTAL COMMISSION COASTAL
PERMITTEE RESPONSIBLE FOR CORRECTION OF NON- DEDICATED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES PLANS AND
SPECIMAT10N-1 Fcntt�
OWNERS OF SAND UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR IMPROVEMENTS WHICH DAMAGE ADJACENT PROPERTY. TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER SIGNED:
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT PERMIT NO. 6 -94 -60 AFTER EACH RUN -OFF PRODUCING RAINFALL.
- -
OF WORK: - U.S. DEPT. OF FISH & WILDLIFE SERVICE R.C.E. NO;- _ 40333
13. SLOPE RATIOS
PERMIT, SECTION 7.10(0) OR 4(d). CUT - RATIOS THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL EXP. DATE: 3 -31
-99 MY OF
A, SEINER - LMADIA COUNTY WATER DISTRICT 2. THE CONTRACTOR AGREES THAT HE SHALL ASSL,'IvIE SOLE AND COMPLETE FILL - 2:1 MEASURES
AS MAY BE REQUIRED BY THE CITY OF ENCINITAS
(619) 753 -0155 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE APPROVAL OF ENGINEER
DUE TO ANY INCOMPLETED GRADING OPERATION OR ~O
B. GAS AM ELECTRIC - SAN XW GAS & ELECTK CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS THE CITY ENGINEER AFTER REVIEW OF A REPORT
FROM A SOILS UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ��[ __ (NO) 422 - 4133 AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY ENGINEER. " `�
AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
C. WATER - OIJVENHAM MUNICIPAL WATER DIST. 2
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER ND THE EXCAVATION: 450 CYS FILL: 450 CYS NECESSARY PRECAUTIONS TO PREVENT
PUBLIC TRESPASSING ONTO }
( 619 ) 7 5 3 -646 6 OLIVES ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED AREAS WHEN IMPOUNDED WATERS CREATE
A HAZARDOUS CONDITION.
A SEPARATE PERMIT MUST BE OBTAINED FOR WASTE OR IMPORT AREA. a
SAN DIEGUITO WATER DISTRICT IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
(619) 753 -1145 EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLECT OF THE 7 . ALL EROSION CONTROL MEASURES PROVIDED PER
THE APPROVED W
OWNER OR THE ENGINEER 14. SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL RESOURCES ARE GRADING PLAN SHALL BE INCORPORATED HEREON.
.
D. TELEPHONE - PACIFIC BELL DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING anew o
(800) 422 -4133 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN m
E. CABLE N - DANIELS CABLEVISION OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. THE PERMITTEE WILL NOTIFY THE DIRECTOR OF
PUBLIC WORKS OF AWAY FROM THE FACE OF SLOPE AT TH
ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE THE DISCOVERY. GRADING OPERATIONS WILL NOT RECOMMENCE E CONCLUSION OF
EACH
(619) 438 -7723 APPROVED BY THE PREPARER OF THESE PLANS. U1:TIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM WORK DAY.
U
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS THE DIRECTOR OF PUBLIC WORKS TO DO S0. 9, ALL REMOVABLE PROTECTIVE
DEVICES SHOWN SHALL BE IN PLACE
PRIOR TO BEGINNING WORK ON THIS PROJECT. PHONE: (619) 633 -2770 BASIS OF BEARINGS 15. THE END OF EACH WORKING DAY WHEN THE
FIVE (5) DAY RAIN
15. NOT USED PROBABILITY FORECAST EXCEEDS FORTY PERCENT 40% SILT AND
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR ( )•
INSPECTION. PHONE: (619) 633 -2770. ALL WORK PERFORMED 16. THE ENGINEER OF DESIGN SHALL NOT BE RESPONSIBLE FOR THE OTHER DEBRIS SHALL
BE REMOVED AFTER EACH RAINFALL
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO THE BASIS OF BEARINGS FOR THIS SURVEY IS
REJECTION AND REMOVAL. THE CALIFORNIA COORDINATE SYSTEM NAD 83, CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN
'{
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE pwct>PCC �
ZONE 6, GRID BEARING BETWEEN STATIONS ACCORDANCE WITH THE CONTRACT DOCUMENTS NOR SHALL HE BE PRIOR ocswx CAN"
?
"81800 48 +61 EC" AND "81800 58 +75 BC" REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK OR THE EFFECTIVE COVERAGE OR GRADED SLOPES (y0�
COVERAGE) °+�+�"^ o
TO NOVEMBER 1 5, THE SLOPES SHALL BE STABILIZED WITH PUNCHED
ALONG THE CENTERLINE OF EL CAMINO REAL CONSTRUCTION PROCEDURES FOLLOWED BY THE CONTRACTOR OR STRAW INSTALLED IN ACCORDANCE WITH SECTION
35.023 OF THE
AS SAID STATIONS ARE PUBLISHED IN THE CITY SUBCONTRACTORS OR THEIR RESPECTIVE EMPLOYEES OR BY ANY EROSION AND SEDIMENT CONTROL HANDBOOK
OF THE STATE OF
OF ENCINITAS HORIZONTAL CONTROL BOOK; OTHER PERSON AT THE JOB SITE OTHER THAN THAT OF THE ENGINEER'S CALIFORNIA DEPARTMENT OF CONSERVATION.
i.e. N 0°25'38" E. SAID BEARING AND THE EMPLOYEES, THE ENGINEER WILL NOT BE RESPONSIBLE FOR SPECIAL RULE NOTE.
BEARINGS SHOWN HEREON ARE IN TERMS OF OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE NO GRADING OR DISTURBANCE
TO NATURAL VEGETATION SHALL
THE CALIFORNIA COORDINATE SYSTEM NAD 83, PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED EARTHWORK OCCUR IN AREAS OF SENSITIVE
BIOLOGICAL HABITAT REGULATED a
UNDERGROUND SERVICE ALERT ZONE 6. BY THE PREPARER OF THESE PLANS.
BY THE SPECIAL RULE ADOPTED FOR THE CALIFORNIA GNAT CATCHER
CUT = 450 C.Y. IN ACCORDANCE WITH SECTION 4(d) OF THE FEDERAL ENDANGERED
THE COMBINED SCALE FACTOR AT STATION 17. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE FILL = 450 C.Y.
SPECIES ACT UNTIL ALL RELEVANT PERMITS REQUIRED BY THE VICINITY MAP
0. Cafl:Toll FREE "R1800 58 +75 BC IS 0.99996478 (GRID RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE ACT HAVE BEEN
ISSUED.
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DISTANCE
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