1996-4828 G (Plans) i
i
GENERAL NOTES:
1, NOT USED. P��� GRADING NOTES:
P R EC I S E G RADING WORK TO BE DONE:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. ALL GRADING SHALL BE OBSERVED AND
TESTED BY A QUAUFlS
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SOILS ENGINEER OR UNDER THEIR DIRECTION. THEY SHALL
2. NOT USED. CONSTRUCTION,
THE DESIGN CONSTRUCTION STANDARDS OF THE OBSERVE AND TEST THE EXCAVATION PLACEMENT AND
CRY Of ENCI AND THE SAN DIEGO AREA REGIONAL COMPACTION OF FILLED AND B MIT SOIL AND COMPACTION OF
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM TRENCHES. THEY SHALL SUBMIT SOILS REPORTS AS
REQUIRED
LOT 13 MAP N 0. 13333
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL
MATERIAL
3. IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL SITE C T O E N C 0 I T A S TRACT N 0. 9`4 - 0 6 6 REQUEST
FOR INSPECTION. UPON COMPLETION OF GRADING OPERATIONS THEY SHALL STATE
AS DETERMINED BY THE CITY ENGINEER. AS- GRADED REPORT - LOT 13 THAT OBSERVATIONS AND TESTS WERE MADE
BY THEM UNDER
2. THE SOILS REPORTS TTITED THEIR SUPERVISION AND THAT IN THEIR OPINION, ALL EMBANKMENTS
AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE
4. A CONSTRUCTION, EXCAVATION OR ENCROACHMENT PERMIT FROM _ PREPARED BY LEIGHTON AND ASSOC. DATED APPROVED
GRADING PLANS AND THAT ALL EMBANKMENTS AND
THE DIRECTOR OF ENGINEERING SERVICES WILL BE REQUIRED FOR ANY 199 6, 3934 MU PHI CANYON R 20 EXCAVATIONS
ARE ACCEPTABLE FOR THEIR INTENDED USE.
WORK IN THE CITY RIGHT -OF -WAY. SAN DIEGO, CA 92123 619 292 -8030
A.P.N. 257 0� PREPARED BY ROBERT F. RIHA DATED_ 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN 1921 _ SURFACES TO PROVIDE POSITIVE
DRAINAGE AND PREVENT PONDING
ACCORDANCE WITH CITY OF ENCINITAS SPECIFICATIONS. SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. OF
WATER. THEY SHALL CONTROL SURFACE WATER AND AVOID
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK
ON THE
6 ALL U TILI R _ COMMENCING wE XISENC E AN DG L CATIONROUND IMPORTANT NOTICE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT. SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION BY
SERVICE ALERT: (800) 422 -4133. NOTICE OF THE PROPOSED WORK 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL
OF OF FRESHLY GRADS AREAS UNTIL SUCH TIME AS PERMANENT
SHALL BE GIVEN FOR THE FOLLOWING AGENCIES: SECTION 4216/4217 OF THE GOVERNMENT CODE SIZES, LOCATION AND TYPE OF DRAINAGE
FACILITIES, NOR OF DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
SAN DIEGO GAS & ELECTRIC REQUIRES A DIGALERT IDENTIFICATION NUMBER IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS.
SEPARATE INSTALLED.
BE ISSUED BEFORE A 'PERMIT TO EXCAVATE' LEGEND APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN
PACIFIC BELL TELEPHONE BE ALL AREAS TO BE FILLS SHALL BE PREFABS TO BE FILLED AND FILL
CATV - DANIELS CABLEVISION WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBER CONJUNCTION WITH IMPROVEMENT PLANS.
SHALL BE PLACED IN ACCORDANCE WITH THE APPROVED SOILS REPORT.
SEWER - LEUCADIA COUNTY WATER DISTRICT CALL UNDERGROUND SERVICE ALERT
WATER - OLNENHAIN MUNICIPAL WATER DISTRICT TOLL FREE 1 -800- 422 -4133 EXISTING CONTOURS 4. WRITTEN PERMISSION
SHALL BE OBTAINED FOR ANY OFFSITE ALL VE ED BY MATER AND OBJECII E MATERIAL ON W IC BE
62 GRADING. REMOVE BY THE CONTRACTOR FROM THE SURFACE UPON WHICH
REPORT MAY BE REQUIRED PRIOR TO THE ISSUANCE OF A TWO WORKING DAYS BEFORE YOU DIG.
BUILDING PERMIT . F.L. 00 00 THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL. SOILS SHALL
7. A SOILS
FINISH GRADES BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED SOILS SHAD. BE SCARIFIED TO A DEPTH
OF 6" AND THEN COMPACTED
FLOW LINE
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS.
EXISTING GRADES T.C. 000.00 ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR TO A MINIMUM OF
90 PERCENT. IT SHALL BE THE CONTRACTORS
B. APPROVAL Of THESE PLANS BY THE CITY ENGINEER REPAIRED TO CONDITION DOSTING PRIOR TO GRADING. RESPONSIBILITY
TO PLACE, SPREAD, WATER AND COMPACT THE FILL
DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED SO t L S E N G 1 N E E R' S CERTIFICATE IN STRICT
ACCORDANCE WITH THE APPROVED SOILS REPORT AND THE
UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED OWNERS TOP OF CURB T.C.
AND A VALID GRADING PERMIT HAS BEEN ISSUED. / 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR SPECIFICATIO
NS.
OWNER I J OSGp`j r�04/A:2 V� TOP OF SIDEWALK T.S. BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH
UN
9. THE CITY ENGINEER'S APPROVAL OF THESE PS A REGISTERED CML ENGINEER IN THE STATE ESTABLISHED AND REPLACED
BY A REGISTERED CIVIL ENGINEER GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS
ENCINITAS TOWN CENTER ASSOCIATES L.L.C. OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL TOP OF BERM T.B.
OR A LICENSED LAND SURVEYOR.
DOES NOT CONSTITUTE CITY BUILDING OFFICIAL APPROVAL OF 1661 HANOVER ROAD SUITE 221
ANY FOUNDATIONS FOR STRUCTURES TO BE PLACED ON THE AREA CITY OF INDUSTRY, CALIFORNIA 91748 MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY
OF THE SOIL SECTIONS. THE SLOPES FLOW LINE F.L. SHALL BE SHAPED, PLANT AND TRIMMED AS D
RECTED EXCAVATIONS AND IRECT M
BY THE
COVERED BY THESE PLANS. NO WAIVER OF THE GRADING CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY 7.
THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
ORDINANCE REQUIREMENTS CONCERNING MINIMUM COVER OVER CONTACT: LARRY E. DODD DIRECTION BETWEEN THE DATES _ 7- AND S - ` 6' FINISH
SURFACE F.S. SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE ENGINEER WORK AND LEFT IN A NEAT AND ORDERLY CONDITION.
ORDINANCE SOILS I MAIDS OR IMPLIED (SECTIONS 87.403 & (714) 721 -8849 FAX (714) 72i -8849 ONE COMPLETE COPY EACH OF THE TWO SOILS REPORTS
COMPILED FROM THIS STUDY, RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR TO
87.410). ANY SUCH WAIVER FETY ER MUST BE OBTAINED FROM THE WITH MY RECOMMENDATIONS, HAS
BEEN SUBMITTED TO THE OFFICE OF THE CITY TOP OF GRATING T.G. FEDERAL SAM HEALTH STANDARDS, LAWS AND EXCAVATION BECOME LOOSSEE EMBANKMENT SLOPES
WHICH ARE LIABLE NS SHALL BE REMOVED AND DISPOSED OFF. .
THE
ENGINEER. FURTHERMORE, 1 HAVE REVIEWED THESE GRADING PLANS AND REGULATIONS.
DIRECTOR OF COMMUNITY SERVICES DEPARTMENT. TOP of WALL T.O.W. TOE AND TOP OF ALL SLOPES SHALL BE ROUNDS
IN ACCORDANCE
P E R M I TT E E S CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE GEOTECHNICAL REPORT FOR WITH THE GRADING
ORDINANCE.
THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND FINISH FLOOR ELEVATION F.F.E. 8. GRADING AND EQUIPMENT
OPERATING WITHIN ONE -HALF (1/2)
SPECIFICATIONS. MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE 5. ALL TREES, BRUSH, GRASS, AND
OTHER OBJECTIONABLE MATERIAL
10. NOT USED APPLICANT EXPANSION JOINT CONDUCTS BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M.
ACACIA GASOLINE AND CAR WASH L.L.C. NOR ON SATURDAYS C. SIGNED• SHAD BE
COLLECTED PILED OR OTHERWISE DISPOSED OF OFF THE
Q � '• .
�} COLD JOINT SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE SUNDAYS AND CITY
RECOGNIZED HOLIDAYS.
EXI
11. ALL MAJOR SLOPES SHAD. BE ROUNDED INTO STING TERRAIN TO P.O. BOX 8669 ���
RANCHO SANTA FE, CA 92067 RCE 3 65� {sg 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING BEEN
CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE
PRODUCE A CONTOURED TRANSITION FROM CUT OR FILL FACES TO �' ° No.9e:: m ^ BACK OF WALK B -W MEETING HAS BEEN
HELD ONSITE WITH THE FOLLOWING PEOPLE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL
NATURAL GROUND AND ABUTTING CUT OR FILL SURFACES. MR. LAWRENCE P. KOURIE, PRESIDENT 7g. 37 9 X2.3 / -q� a PRESENT:
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER
12. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE (619) 756 -0709 FAX (619) 756 -4137 E<P A INVERT INV.
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
CIVBI ��® SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
GRADING ORDINANCE AND NOTWITHSUNDING THE APPROVAL OF PROJECT ARCHITECT f ENGINEER LEGAL DESCRIPTION �OECAU� ADVANCE BY
CAWING (619) 633 -2770. 6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONSTRUCT
THESE GRADING PLANS, THE PERMITTEE IS RESPONSIBLE FOR THE ALL OF THE DRAINAGE FACILITIES AND DRAINAGE
APPURTENANCES
PREVENTION OF DAMAGE TO THE ADJACENT PROPERTY. NO GARY ENGINEERING, INC. GRADE BREAK G.B.
I PERSON SHALL EXCAVATE ON LAND SO CLOSE TO THE PROPERTY 4901 MORENA BOULEVARD, SUITE 304 10. PRIOR TO HAULING
DIRT OR CONSTRUCTION MATERIALS TO ANY THAT ARE REQUIRED BY THE SOILS AND / OR GEOLOGICAL REPORTS
SAN DIEGO, CA 92117 LOT 13 OF MAP. NO. 13 PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE CITY OF ENCINITAS
SURVEYORS MARKER FOR THIS PROJECT WITH PRIOR APROVAL OF THE CITY ENGINEER.
LINE AS TO ENDANGER ANY ADJOINING PUBLIC STREET, SIDEWALK, TRACT NO. 94 -066, UNITS I, II, AND III RECORDS DEVELOPER
THE TIME OF CONSTRUCTION AND METHOD OF CONSTRUCTION OF
ER FOR ALLEY, (UNCTION OF ANY SEWAGE DISPOSAL SYSTEM OR ANY MR. ROBERT G. FAUDOA JR., PROJECT MANAGER
NOVEMBER 7, 1995 IN THE OFFICIAL RECORDS TOP OF ISLAND T.I. SUBMIT TO AND RECEIVE APPROVAL FROM THE THESE DRAINAGE FACILITIES AND APPURTENANCES
SHALL BE AS
OTHER PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND (619) 483 -0620 FAX (619) 483 -2943 OF SAN DIEGO, CALIFORNIA AS FILE
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER DIRECTS BY THE PROJECT SOILS ENGINEER AND / OR GEOLOGICAL
PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, NO. 1995 - 0507870. NEW CONC. ( -I Fa -2) SHALL COMPLY WITH ALL CONDITIONS
AND REQUIREMENTS THE
EROSION, SILTING, SCOUR OR OTHER DAMAGE WHICH MIGHT CURB & GUTTER ® CRY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING
REPORTS.
RESULT FROM THE GRADING DESCRIBED ON THIS PLAN. THE OPERATION. 7. THE CONTRACTOR SHALL BE FAMILIAR
WITH AND ADHERER TO ALL
CITY WILL HOLD THE PERMITTEE RESPONSIBLE FOR CORRECTION N W 5" NC; PAVI ' "• PALEONTOLOGICAL REQUIREMENTS
/MITIGATION REQUIREMENTS DESCRIBED
OF NN- KATE IMPROVEMENTS WHICH DAMAGE ADJACENT TOPOGRAPHY 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL. IN E.I.R.
- - 4" A/C PAVING RELEASE OF SECURITY, AN AS -GRADED CERTIFICATION SHALL BE
13. SLOPE RATIOS: OVER 6 CLASS II BASE 0 PROVIDED STATING: "THE GRADING UNDER PERMIT N0. °' 8. CONTRA
A SHALL ERRI THE START W ATER GRADING BY PERFORMING AN CONFOCE WITH 1 BEEN
CUT - 2:1 WHERE SHOWN; 2:1 OTHERWISE OWNER'S CERTIFICATE APPROVED G OR AS SHOWN ON ATTACHED AS-
GRADED PLAM. THIS STATEMENT SHALL BE FOLLOWS BY THE
EXISTING SLOPE Y DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES
FILL - 2:1. SLOPES DEVIATING FROM THE ABOVE WALL REQUIRE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR C 0 N S 11 L
T A T S _ -- SUCH GRADING OPERATION.
APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES AFTER GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
REVIEW OF A REPORT FROM A SOILS ENGINEER. ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND 7220 Aven - do Enemas Civil E Y
N
Suite 204 Plonnmq NEW SLOPE
STABILITY OF THE SITE Carlsbao. California 92009 Processing EROSION CONTROL NOTES:
EXCAVATION: :: • _ C.Y. FILL' _ w +� C.Y. 619-931- 77L)O Surveying 1. THE EXISTENCE AND LOCATION
OF UNDERGROUND UTILITY PIPES
WASTE /IMPORT ti C.Y. A SEPARATE PERMIT MUST BE = DATE: NOV. 111 1996 Fox.61 9-931 -8680 L KOURIE AND
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
OBTAINS FOR WASTE OR IMPORT AREA SIGNATURE 1. IN CASE EMERGENCY WORK IS REWIRED, CONTACT
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
14. SPECIAL CONDITION: IF ANY RESOURCES ARE AT (619) 756 -0709 ON� HOWEVER:
UTILITIES EXCEPT AS SHOWN
DISCOVERED ON THE SITE OF THIS GRADING MIRING GRADING 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE
OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND THE CONTRACTOR IS REQUIRED TO TAKE DUE
THE PERMITTEE WILL NOTIFY THE DIRECTOR OF ENGINEERING SERVICES � �� � AT ALL TIMES DURING THE RAINY SEASON (OCTOBER
1 TO APRIL 15). ALL PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING
OF THE DISCOVERY. GRADING OPERATIONS WILL NOT RECOMMENCE DECLARATION OF RESPONSIBLE CHARGE / 11QUITOS LAGOON�� NECESSARY
MATQBALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE IT
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM
/ / / / / / / / / CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
v'; IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE
THE DIRECTOR OF ENGINEERING SERVICES TO DO SO. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I j / LA
COSTA 1 DEVICES WHEN RAN IS IMMINENT. FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
3. DEVICES SHOWN PLANS SHALL NOT MOVED OR MODIFIED WITHOUT THE PRIOR TO ANY EXCAVATION, FOR VERIFICATION
AND
DEFINED N SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE
15. NOT USED DESIGN IS CONSISTENT WITH CURRENT STANDARDS. PROJECT APPROVAL of THE E ENGINEERING INSPECTOR. LOCATION
COMM ENCEMENT OfUTILITIES WOR D NOTIFICATION OF
OLIVEHAIN I
�� # � 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES M WORKING
16. THE ENGINEER OF DESIGN SHALL NOT BE RESPONSIBLE FOR THE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
gtvo• ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF A SEWER - LEUCADIA COUNTY WATER DISTRICT
CONTRACTOR'S FAILURE 10 CARRY OUT THE CONSTRUCTION WORK CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT REIJEVE ME, w
LEUCAD PRODUCING RAINFALL
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS NOR SHALL HE AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. n
B. GAS AND ELECTRIC - SAN DIEGO GAS & ELECTRIC
BE REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK OR THE w • ' I t > 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL
EROSION CONTROL MEASURES AS
CONSTRUCTION PROCEDURES FOLLOWED 8Y THE CONTRACTOR OR o MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING
C WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT
SUBCONTRACTORS OR THEIR RESPECTIVE EMPLOYEES OR BY ANY OPERATION OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE
AREAS WHEN IMPOUNDED
PREVENT PUBLIC TRESPASS ON
OTHER PERSON AT THE JOB SITE OTHER THAN THAT OF THE � p)� P b D. TELEPHONE - PACIFIC BELL
TELEPHONE
IV a OF CAU'Y TOWN
ENC
ENGINEER'S EMPLOYEES, THE ENGINEER WILL NOT BE CAUTIONS NTER r 8. THE CONTRACTOR SHALL BE RESPONSIBLE
AND SHALL TAKE NECESSARY PRE -
RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO 9 TO TO
WATERS CREATE A HAZARDOUS CONDITION. E. CABLE TV - DANIELS CABLEVISION
OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS EXPYIAT 11 T EpCINMAS g�vo N z
MUST BE APPROVED BY THE PREPARER OF THESE PLANS. EARTHWORK: 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING -
BY ROBERT G. FAUOpA SR.
DATE NOVEMBER 18, 1996 NO V 2 11996 PLAN SHALL BE INCORPORATED HEREON. 2. CONTRACTOR SHALL NOTIFY
THE CITY ENGINEERS OFFICE 48
17. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND CUT = P >�� •Y. HOURS PRIOR TO BEGINNING
ANY WORK ON THIS PROJECT. PHONE
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING R.C.E. 21734 EXPIR 09/30/97 8. GRADED AREAS AROUND THE
PROJECT PERIMETER MUST DRAIN AWAY FROM (619) 633 -2770. Z o
a
THE COURSE OF UCTKMI Of THIS PROJECT, INCLUDING FILL = %' = Y. THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
DAY. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR LAJ CO
SAFETY OF ALL PERSONS ERSONS AND PROPERTY; THAT THIS REQUIREMENT W Cl
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL IMPORT = S �• 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL
BE IN PLACE AT THE END INSPECTION. PHONE (619) 633 -2770. ALL WORK PERFORMED Z I
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
w INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS VICINITY MAP WITHOUT BENEFIT OF INSPECTION WILL
BE SUBJECT TOR 00
o FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION EXCEEDS FORTY PERCENT (, . SILT AND OTHER DEBRIS SHALL
BE REMOVED AND REMOVAL Z
AFTER EACH RAINFALL W
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING NO SCALE >
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE to. COVERAGE GE GRADED SLOPES ( ( TONOV 1155.
Q �
N ENGINEER. THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN C7
N o ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL
o HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION.
Y Q
s N REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT SERVICES
DESI DRAWN
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