1996-4887 I (Plans) WORK TO BE DONE GRADING NOTES WORK TO BE DONE
ALL WORK SHALL BE DONE IN ACCORDANCE WITH HE STANDARD SPECiFlCAT10NS FOR PUDIC
SOILS REPORTS TITLED WORKS CONSTRUCTION (LATEST EDITION), THE DESIGN CONSTRUCTION STANDARDS OF THE
1. THE GEOTECHNICAL INVESTIGATION ENCINITAS 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED
RANCH. ENCINITAS, CALIFORNIA. PREPARED BY OT HNI S SOILS ENGINEER OR UNDER THEIR DIRECTION. THEY SHALL OBSERVE CITY
OF ENCINITAS, AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION).
RATED DATED JANUARY 19. 1996. (REVISED APRIL 16 INCORP - . 1996 AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
LEGEND
GEOTECHNICAL UPDATE AND GEOTECHNICAL INVESTIGATION, BACKFILLS, AND COMPACTION OF TRENCHES. THEY SHALL SUBMIT
GREEN VALLEY ENCINITAS RANCH ENCINITAS, CA. PREPARED BY SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE STABILITY
LE IGHTON AND ASSOCIATES DATED JUNE 7, 1995; SHALL BE CONSIDERED OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS
DESCRIPTION SM. DWG• =E
AS PART OF THIS RETAINING WALL PLAN. ALL WORK SHALL BE DONE IN THEY SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS BY THEM OR UNDER THEIR SUPERVISION AND THAT IN THEIR OPINION GENERAL NOTES OWNER/PERMITEE
STATEMENT SUBDIVISION BOUNDARY .............................
CONTAINED IN SAID REPORT. ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN
ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL PARCEL LINE ........ ............................... .
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR FACILITIES, NOR OF INTENDED USE.
1. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE APPROVAL IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS EASEMENT
LINE ..... .......................::::::::
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES,
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS - - - - - -
OF VERTICAL OR HORIZONTAL ALIGNMENT OF ANY PRIVATE ROAD SHOWN 6" CURB &GUTTER TYPE "G" • , . , , ... , G -2
HEREON FOR CITY ROAD PURPOSES. SHALL HAVE A
AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED IT IS FURTHER AGREED THAT
THE OWNER (DEVELOPER)
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS OR A.C. SIDEWALK
......................... G -7 ........
WITH IMPROVEMENT PLAINS. SU 2. FINAL APPROVAL OF THESE PLANS IS SUBJECT TO FINAL �, ,' • •' .
..•- ° :" .
PONDING OF WATER. THEY SHALL CONTROL SURFACE WATER ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES EXISTING
WATER LINE ............................... - W
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED APPROVAL OF THE ASSOCIATED
IMPROVEMENT PLANS WHERE ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION
WORK ON HE SITE AND SHALL TAKE REMEDIAL MEASURES TO APPLICABLE. FINAL CURB GRADE ELEVATIONS MAY REQUIRE OF THE IMPROVEMENTS.
EXISTING SEWER AND M.H . ......................... - S ---�:
PRECAUTIONS REQUIRED TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME CHANGES IN THESE PLANS.
PROPERTIES DURING GRADING OPERATIONS. AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE _ I FURTHER AGREE TO COMMENCE 1MORK
ON ANY ON THESE EXISTING STORM DRAIN .............................
4. CONTRACTOR SHALL TAKE ANY NECESSARY � -
PROTECT ADJACENT 3. IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL SITE
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED BEEN INSTALLED. PLANS WITHIN EXISTING PUBLIC RIGHT -OF -WAY WITHIN
60 DAYS AFTER STORM DRAIN. .......................................
NWORK
TO CONDITION EXISTING PRIOR TO GRADING. AS DETERMINED BY THE CITY ENGINEER. ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE
SUCH
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND ACTIVELY ON EVERY NORMAL WORKING DAY UNTiL COMPLETED, IRRESPECTIVE
GRADED SLOPES 1.5:1 5:1 MIN .: ..........
4. A CONSTRUCTION, EXCAVATION OR ENCROACHMENT PERMIT FROM THE WITH THIS PROJECT OR PROPOSED SPOT ELEVATIONS
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT FILL SHALL BE PUKED IN ACCORDANCE WiTH THE APPROVED SOILS DIRECTOR OF PUBLIC WORKS
WILL BE REQUIRED FOR ANY WORK AND 4DE NT OF Y TH WO ASSOCIATED .•• ••••• 2
OR BENCH MARK W IS DISTURBED OR IN THE CITY RIGHT -OF -WAY. DESTROYED SHALL REPORT. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL
SHALL UNDEBE REESTABLISHED AND REPLACED BY A REGISTERED CiVIL BE REINED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH
ON ..................... . . ENGINEER OR A LICENSED LAND SURVEYOR. HE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL 5, ALL SLOPES
OVER 3 FEET IN HEIGHT WILL BE PLANTED IN BY: ?' SWALES AND FLOW DIRECTION ...................... BE REMOVED TO SUITABLE FIRM NATURAL GROUND.
HE EXPOSED ACCORDANCE WITH CITY OF ENCINITAS SPECIFICATIONS. DATE:
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN SOILS SHALL BE SCARIFIED TO A DEPTH OF s" AND THEN COMPACTED CAR PANY
ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S 6. THE CONTRACTOR SHALL VERIFY
THE EXISTENCE ND LOCATION OF 5600 AVE IDA ENCINAS, SUITE 100 RETAINING WALL ........
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT HE FILL ALL UTILITIES BEFORE COMMENCING WORK
BY CALLING UNDERGROUND CARLSBAD, CALIFORNIA 92008
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. IN STRICT ACCORDANCE WiH THE APPROVED SOILS REPORT AND SERVICE ALERT: (800) 422 -4133.
NOTICE OF THE PROPOSED WORK (619) 431 -5600
THE SPECIFICATIONS. SHALL BE GIVEN FOR THE FOLLOWING AGENCIES:
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MIL SAN DIEGO GAS do ELECTRIC
OF A STRUCTURE FOR HUMAN BETWEEN HE HOURS OF 5:30 P.MC D �30 SHALL NOT BE CONDUCTED A.M. NOR ON SATURDAYS, 4 GRADE TTO RODU SMOOTH SURFACESVND TO
FORM CROSS CATV DANIELS "EVISiON DECLARATION OF RESPONSIBLE CHARGE
SUNDAYS AND CITY RECOGNIZED HOLIDAYS. SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SEWER - LEUCADIA COUNTY WATER DIST.
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY WATER - OLIVENHAiN MUNICIPAL WATER DIST. I HEREBY DECLARE THAT I AM THE ENGINEER
OF WORK FOR THIS PROJECT,
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY - SAN DIEGUITO WATER
DIST. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
MEETING HAS BEEN HELD ONSITE WITH HE FOLLOWING PEOPLE CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND PROFESSSiONS
PRESENT: CITY OF ENCINITAS INSPECTOR, CIVIL ENGINEER, SOILS EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 7. A SOILS REPORT MAY BE REQUIRED
PRIOR TO THE ISSUANCE OF CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
ENGINEER, GRADING CONTRACTOR AND PERMf TEE. THE PREGRADE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED BUILDING PERMIT.
MEETING SHALL BE SCHEDULED WITH THE CiTY OF ENCINITAS AT OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN I UNDERSTAND THAT
THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. ACCORDANCE WITH THE GRADING ORDINANCE. 8. APPROVAL OF THESE PLANS BY THE CiTY ENGINEER
DOES NOT BY THE CITY OF ENCINITAS AND THE COUNTY OF SN DIEGO, DEPART-
AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE T OF
9. PRiOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 5. ALL TREES, BRUSH, GRASS, AND OTHER ENVIRONMENTAL HEALTH IS CONFINED
TO REVIEW ONLY
ER OBJECTIONABLE MATERIAL PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A MEN DO NOT RELIEVE ME AS N ENGINEER OF WORK OR
MY
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT HE SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF VALID GRADING PERMIT HAS BEEN ISSUED.
RESPONSIBILITIES FOR PROJECT DESIGN.
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE
THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. HE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED 9, THE CiTY ENGINEER'S APPROVAL OF
THESE PLANS DOES NOT CONSTITUTE . •y�j / 2�9G
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS APPEARAN CE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF CITY BUILDING OFFICIAL APPROVAL OF
ANY FOUNDATIONS FOR t
FROM THE SOILS THE AREA COVERED BY THESE PLANS. DRU J. AYERS ' RCE NO. 38474 EESS /p
THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO HE HAULING LOCATION OF DEBRIS FILL SHALL BE SECURED STRUCTURES TO BE PLACED ON
OPERATION. ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF NO WAIVER OF HE GRADING ORDINANCE REQUIREMENTS CONCERNING EXP. 3/31/97
t��e F "AY
ANY SUCH MATERIAL. MINIMUM COVER OVER EXPANSIVE SOILS IS MADE OR IMPLIED HUNSAKER & ASSOCIATES, INC. ��
10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING (SECTIONS 87.403 do 87.410). ANY SUCH WAIVER MUST BE OBTAINED 3 HUGHES
SHEET I
�EX
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR 6. SHALL BE E CONTRACTOR'S RESPONSIBILITY TO CONSTRUCT ALL FROM THE DIRECTOR OF DPL.
IRVINE, CA 92718 - Z fl UJI
FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION OF THE DRAINAGE FACILITIES AND DRAINAGE APPURTENANCES xp 1)4 m
PROVIDED STATING: "THE GRADING UNDER PERMIT THAT ARE REQUIRED BY THE SOILS AND /OR GEOLOGICAL REPORTS 1 O. NOT USED
SHALL BE SHEET
NO. HAS BEEN PERFORMED IN SUBSTANTIAL FOR THIS PROJECT. HE TIME OF CONSTRUCTION AND METHOD E ROSION CONTROL TERRAIN TO APPURTE 11
INTO EXISTING i• CiViL �►� NO_ DESCRIPTION
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON CONSTRUCTION OF THESE DRAINAGE FACILITIES AND . ALL MAJOR SLOPES SHALL BE ROUNDED
•� 1 TITLE SHEET & LE
THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE SHALL BE AS DIRECTED BY THE PROJECT SOILS ENGINEER AND /OR PRODUCE A CONTOURED TRANSITION
FROM CUT OR FILL FACES TO T OF CAL
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO GEOLOGICAL REPORTS. NATURAL GROUND AND ABUTTING CUT OR FILL SURFACES.
1. IN CASE EMERGENCY WORK IS REQUIRED, CONT ---`' 2 DETAILS, PROFILE & SPECIFICATIONS
CERTIFIES SUCH GRADING THE MR CHARLIE KAHR AT (6 438-5620 3 - RETAINING WALL PLAN SHEETS
NOTES: 1 MI
GRADING ORDINANCE AND E NOTWITHSTANDING T APPROVAL OF
NOTIFICATIONS _ THESE GRADING PLANS, THE PERMITTEE IS RESPONSIBLE FOR THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE
MADE AVAILABLE AT ALL TIMES TURING THE RAINY SEASON. ALL
1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH AND PREVENTION OF DAMAGE TO HE ADJACENT PROPERTY. NO PERSON
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND IMPLEMENT REQUIREMENTS OUTLINED WTHIN THE FOLLOWING PROJECT PERMITS : SHALL EXCAVATE
ON LAND SO CLOSE TO THE PROPERTY LINE AS NECESSARY LOCATIONS TO O F FACIAiCI LS SHALL BE STOCKPILED ON SITE
RAPID CONSTRUCTION OF TEMPORARY DEVICES
CONVENIENT
TO ENDANGER ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY,
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF _ U ARMY fps OF ENGINEERS 404 PERMIT WHEN RAIN IS IMMINENT.
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO _CALIFORNIA DEPT. OF FISH & GAME STREAMLINE FUNCTION OF ANY SEWAGE DISPOSAL
SYSTEM OR ANY OTHER R�
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: ALTERATION AGREEMENT PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND PROTECTING 3. DEVICES
SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED EWRONMCIr 1 AL DATA .
EXISTING UTILITIES , SEC 1603 SUCH PROPERTY FROM SETTLING, CRACKING, EROSION, SILTING,
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES - STATE WATER RESOURCES CONTROL BOARD SCOUR OR OTHER DAMAGE WHICH MIGHT RESULT
FROM THE WITHOUT HE APPROVAL OF THE ENGINEERING INSPECTOR. 1. STEEPEST EXISTING NATURAL SLOPE ON SITE. 1.1
TO PROTECT ANY EXISTING uT1uTIES OR STRUCTURES LOCATED AT THE WORK DMSION OF WATER QUALITY, GENERAL GRADING DESCRIBED ON THIS PLAN THE CITY
WILL HOLD THE 2. MAXIMUM VERTICAL DEPTH OF CUT: 101 .
��" ACTMTY STORM DRAM pE� 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOiiOWING - CALIFORNIA COASTAL COMMISSION COASTAL IMPROV PERMITTEE RESPONSIBLE FOR CORRECTION NON-DEDICA
TED
MENTS WHICH DAMAGE ADJACENT PROPER TY. TO WORKING ORDER TO THE SATISFACTION OF EDICATED 3.
MAXIMUM VERTICAL DEPTH OF FILL: 58'
STRUCTURES PRIOR TO ANY EXCAVATION, FOR IMPROVEMER. HE CITY ENGINEER 4. AVERAGE DEPTH OF CUT: 11.5'
OWNERS OF SAID UTILITIES ORS PERMIT NO 6_94 -60 AFTER EACH RUN -OFF PRODUCING RAINFALL.
VERIFlCAl10N AND LOCATION OF UTILITIES D NOTIFICATION OF COMMENCEMENT - U.S. DEPT. OF FISH 8C WILDLIFE SERVICE S OILS
C 5. AVERAGE DEPTH OF FILL: 10.5'
R d . 13. SLOPE RATIOS 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL SOILS ENGINEER'S Cf ICA1
C Y
OF WORK: O
PERMIT, SECTION 7.10(a} 0 4() CUT - 2.1
MEASURES
A. SEWER - LEUCADIA COUNTY WATER DISTRICT 2. THE CONTRACTOR AGREES H ENGINEER DUU AT HE SHALL ASSUME SOLE AND COMPLETE
FILL - 2:1 MAY BE REQUIRED BY THE CITY OF ENCINITAS
GEOTECHNICS
TING FROM HE ABOVE WILL REQUIRE APPROVAL OF E TO ANY INCOMPLETED GRADING OPERATION OR � INCORPORATED: +O0 � BLVD.
THIS PROJECT
(619) 753 -0155 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF SLOPES DEVIA
AFTER REVIEW OF A REPORT FROM A SOILS UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. WEST OF ST S
J
B. GAS NO BOW - SM KM GAS & ELECTRIC CONSTRUCTION OF INCLUDING SAFETY OF ALL PERSONS THE CITY ENGINE I ANTHONY F.
BEL A REGISTERED PROFESSIONAL
(800) 422 -4133 AND PROPERTY; THAT HIS REQUIREMENT SHALL APPLY CONTINUOUSLY ENGINEER. 6. THE CONTRACTOR SHALL BE RESPONSIBLE
AND SHALL TAKE ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOiNG
C. WATER - ML1111CIPAL � AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE NECESSARY PRECAUTIONS TO PREVENT
PUBLIC TRESPASSING ONTO BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND HE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. HEREBY
CERTIFY THAT SAMPLINGS AND STUDIES OF
( 619 ) 753 -6466 ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, A SEPARATE PERMIT MUST BE OBTAINED FOR WASTE OR IMPORT
AREA HE SOIL CONDITIONS PREVALENT WITHIN THIS SITE
SAN DEGUITO WATER DISTRICT IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, 7. ALL EROSION CONTROL MEASURES PROVIDED
PER THE APPROVED WERE MADE BY ME OR UNDER MY DIRECTION BETWEEN Z
(619) 753 -1145 EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLECT OF THE 14. SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL RESOURCES ARE GRADING
PLAN SHALL BE INCORPORATED HEREON. THE DATES //-4' 9s AND 1- few
OWNER OR THE ENGINEER. DISCOVERED ON HE SITE OF THiS GRADING DURING GRADING ONE COMPLETE COPY OF HE SOIL REPORT
COMPILED s
D. TELEPHONE - PACIFIC BELL Z
800 422 -4133 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND
FROM THIS STUDY, WITH MY RECOMMENDATIONS,
( } 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN sue`
THE PERMITTEE WILL NOTIFY THE DIRECTOR OF PUBLIC WORKS OF AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH HAS BEEN
SUBMITTED TO THE OFFICE OF THE CITY
E. CABLE TV - DANIELS CABLEVISION OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. THE DISCOVERY. GRADING OPERATIONS WILL NOT
RECOMMENCE Q
THESE PLANS AND MUST BE tj
(619) 438 -7723 APPROVED BY THE E
WORK DAY. ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE
THSE P N THESE PLANS. UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM RETAINING WALL PLANS AND CERTIFY THAT
THE RECOMMEND - 1e °
ALL CHANGES TO E LAS MUST BE IN WRITING
THE DIRECTOR OF PUBLIC WORKS TO DO SO. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE ATIONS INCLUDED IN
THE SOILS REPORT F
2. CONTRACTOR SHALL NOTIFY HE CITY ENGINEER'S OFFICE 48 HOURS
' - AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROJECT HAVE BEEN INCORPORATED IN THETt�
PRIOR TO BEGINNING WORK ON THIS PROJECT. PHONE: (619) 633 2 770 BASIS OF p � A DINGc`• 15. NOT USED PROBABILITY FORECAST
EXCEEDS FORTY PERCENT (409). SILT AND WALL P SPECIFICATiO
Q�
3 HE CONTRACTOR SHALL GiVE 24 HOURS NOTICE ON CALLS FOR D DC11f� J. OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
SIGNE �!
INSPECTION. PHONE: (619) 633 -2770. ALL WORK PERFORMED THE BASIS OF BEARINGS FOR THIS SURVEY IS 16. THE ENGINEER OF DESIGN SHALL NOT 6E RESPONSIBLE
FOR THE
SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE R.C.E. �F rwc
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO OCS
THE CALIFORNIA COORDINATE SYSTEM NAD 83, CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN 10 WITH THE CONTRACT DOCUMENTS NOR
SHALL HE BE ea.�F
REJECTION AND REMOVAL ACCORDANCE WITH �
ZONE 6, GRID BEARING BETWEEN STATIONS EFFECTIVE COVERAGE OR GRADED SLOPES (909 COVERAGE) PRIOR EXP. DATE: 3 -31 -99 �
°max � N
R1800 48 +61 EC" AND R1800 58 +75 BC" REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK OR THE TO NOVEMBER 15, THE SLOPES SHALL
BE STABILIZED WiTH PUNCHED �CK
REFERENCE PLANS ALONG THE CENTERLINE OF EL CAMINO REAL CONSTRUCTION PROCEDURES FOLLOWED BY THE CONTRACTOR OR SHAW INSTALLED IN ACCORDANCE
WITH SECTION 35.023 OF THE
TATiONS ARE PUBLISHED IN THE CITY SUBCONTRACTORS OR THEIR RESPECTIVE EMPLOYEES OR BY ANY EROSION AND SEDIMENT CONTROL HANDBOOK OF
THE STATE OF
4457 -I FINAL MAP N0. 94 066 AS EN STATIONS
HORIZONTAL CONTROL BOOK; OTHER PERSON AT THE JOB SITE OTHER THAN THAT OF H CALI
E ENGINEER'S r
4457 -G OF EN EMPLOYEES, THE ENGINEER WILL NOT BE RESPONSIBLE FOR, FORNIA DEPARTMENT OF CONSERVATION. SPEC RULE NOTE.
i.e. N 0°25 38 E. SAID BEARING AND THE OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE
TERMS OF NO GRADING OR DISTURBANCE TO NATURAL VEGETATION SHALL
BEARINGS SHOWN HEREON ARE IN TES a�
RM OF PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED OCCUR IN AREAS OF SENSITIVE BIOLOGICAL HABITAT REGULATED
THE CALIFORNIA COORDINATE SYSTEM
BY THE PREPARER OF THESE PLANS. BY THE SPECIAL RULE ADOPTED FOR THE CALIFORNIA GNAT CATCHER
v
UNDERGROUND SERVICE ALERT ZONE 6. IN ACCOImANCE 1NfTH SECTION 4(d) OF THE FEDERAL EPIDAtw�ERm
17. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE SPECIES ACT UNTiL ALL RELEVANT PERMITS REQUIRED
BY THE VICINITY MAP 2
THE COMBINED SCALE FACTOR AT STATION RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
I:ToII FREE "R1800 58 +75 BC IS 0.99996478 (GRID ACT HAVE BEEN ISSUED. NO SCALE
CaI
DISTANCE 8 GROUND DISTANCE X COMBINED OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
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