1993-3479 G (Plans) GRADING NOTES:
1. ALL GRADI=NG SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS 8) THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER EROSION
CONTROL NOTES: LEG
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL
IT STA DRAWING S Y M BOL
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, 1) IN CASE EMERGENCY
WORK IS REQUIRED, CONTACT BYCOR CONSTRUCTION ®�
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED WHETHER SAND CONE OR DRIVE RING OR OTHER METHOD, AND SHALL BE SO AT TELEPHONE NUMBER:
(619) 587 -1901.
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL
PROPERTY LINE
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES 2) EQUIPMENT AND
WORKERS FOR EMERGENCY WORK SHALL BE MADE EXISTING CONTOUR
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS USED BY THE FIELD TECHNICIAN. EXPANSION TESTS SHALL BE PERFORMED AVAILABLE
AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY 42
OPINION ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ON FINISH GRADE MATERIALS. MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT
LOCATIONS TO FINISH CONTOUR 302.7)
9) WHEN IMPORT OR EXPORT OF EARTH MATERIALS ARE REQUIRED, HAUL EXISTING ELEVATION
ACCORDANCE WITH THE APPROVED GRADING PLAN AND THAT ALL EMBANKMENTS FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
AND F_14CAVAT`IC'NS ARE ACCEPTABLE FOR THEIR INTENDED USE.
ROUTES TO AND FROM THE SITE AND THE DISPOSAL SITE SHALL BE APPROVED 3) DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT
2. THE COI'VTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES BY THE CITY ENGINEER. THE APPROVAL OF THE ENGINEERING INSPECTOR.
TOP OF BERM ELEV. 41 Q.J 78
V.
TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL SITE NOTE -
/
10
SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING ) ( 4) THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
CUT & FILL LINE �- _ +�' F
PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL A SEPARATE VALID GRADING PERMIT MUST EXIST FOR EITHER WASTE OR IMPORT WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH DAYLIGHT LINE
_
MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH AREAS WITHIN THE CITY). IMPORT MATERIAL MUST BE APPROVED BY THE SOILS RUN -OFF PRODUCING
RAINFALL. - - - - -- - -
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN ENGINEER PRIOR TO IMPORT. 5) THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
CONTROL MEASURES DIRECTION OF FLOW
INSTALLED. 11) A NATURAL DROUGHT TOLORANT HYDROSEED MIX (AS A MINIMUM) SHALL
AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING 200.2
TO
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL BE PLACED ON ALL MANUFACTURED SLOPES OVER THREE FEET IN HEIGHT. OPERATION OR UNFORESEEN
CIRCUMSTANCES WHICH MAY ARISE. P OF CURB
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL ALL AREAS CLEARED OF BRUSH DURING THE GRADING OPERATION SHALL BE
200.2
FINISH GRADE
VEGETABLE AdATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY LANDSCAPED TO THE SATISFACTION OF THE PROJECT PLANNER. 6) THE CONTRACTOR SHALL
BE RESPONSIBLE AND SHALL TAKE NECESSARY
THE CONTRACTOR FROM THE SURFACE_ UPON WHICH THE FILL IS TO BE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
3' CONC. SCALE (SEE DETAIL ON SHEET 2)
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE 12) NO BRUSHING OR CLEARING SHALL BE PERFORMED IN ANY AREA NOT WATERS CREATE
A HAZARDOUS CONDITION.
FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A SHOWN TO BE GRADED ON THE PLAN. OPEN SPACE EASEMENTS OR NATURAL
200 23 GR
DEPTH OF 6 AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT AREAS SHALL BE STAKED DURING GRADING AND CONSTRUCTION ACTIVITIES 7) ALL EROSION CONTROL
MEASURES PROVIDED PER THE APPROVED GRADING TOP OF GRATE ELEVATION
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER TO INSURE THAT SUCH AREAS REMAIN UNDISTURBED. CARE SHOULD BE TAKEN PLAN SHALL BE
INCRPORATED HEREON.
LL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 200.2 - -- - � -' "-
NOT TO RUN HEAVY EQUIPMENT IN AREAS THAT ARE MEANT TO REMAIN AS FLOW LINE ELEVATION
OPEN SPACE OR NATURAL. 8) GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 20G.2
AND COMPACT THE FI
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORT{ DAY.
FF =200.23
INVERT ELEVATION
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE 13) THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE
`: TED CITY ENGINEER PRIOR TO EXCAVATION. 9) ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL B
I.°?PES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLAN IN PLACE AT THE FINISH FLOOR ELEVATION —
A "?rMlufED AS DIRE=CTED BY THE ENGINEER OF WORK AND LEFT IN A END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY
tlEAT AND ORDERLY CONDITION. ALL STONES, ROOTS, AND OTHER WASTE 14) DUST SHALL BE CONTROLLED BY WATERING TO THE SATISFACTION OF FORECAST EXCEEDS
FORTY_ PERCENT (40 %). SILT AND OTHER DEBRIS SHALL EXISTING CURB & GUTTER
MATTER EXPOSED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP THE CITY ENGINEER. BE REMOVED AFTER EACH RAINFALL. NOTIFICATIONS
6" CONC. CURES & GUTTER G -
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING 15) SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE.
ORDINANCE. 1 Q) SHOULD GEMINATION OF HYDROSEED SLOPES FAIL TO PROVIDE EFFECTIVE 1) THE EXISTENCE AND LOCATION OF UNDERGROUND
UTILITY PIPES 6" CONC. CURB G-1
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL COVER OF GRADED SLOPES (90% COVER) PRIOR TO NOVEMBER 15, THE SLOPES
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE EXISTING FIRE HYDRANT
BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE THERE
ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE
CONTRACTOR SO AS TO LEAVE THE ARIAS THAT HAVE BEEN CLEARED WITH GRADING PLAN PAVEMENT NO T E S STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. PLA
NS, HOWEVER: EXISTING WATER
A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS 1) A PRE-PAVEMENT MEETING SHALL BE REQUIRED PRIOR TO COMMENCEMENT
THE CONTRACTOR IS REQUIRED TO TAKE DUE 36" X 36" CATCH BASIN (QUIKSET)
ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH OF ANY PAVING WORK. PRECAUTIONARY MEASURES C PROTECT ANY (
— Trii
MATERIAL. EXISTING UTILITIES OR STRUCTURES LOCATED AT CURB OUTLET - TYPE A D -25 {�.-- -�=`.:
2) UTILITY EXCAVATIONS SHALL BE BACKFILLED, TESTED AND APPROVED BY WORD TO BE DONE THE WORK SITE. IT IS THE
CONTRACTOR'S
THE SOILS ENGINEER PRIOR TO SUBBASE GRADE PREPARATION. RESPONSIBILITY TO CONTACT THE FOLLOWING SIDEWALK UNDERDRAIN PIPE
D -27
CONTRACTOR NOTES: OWNERS OF SAID UTILITIES ER IFICATION AND PRIVATE STORM DRAIN D -60
STRUCTURES PRIOR -
3) SUBBASE GRADE SHALL BE COMPACTED TO 95X TO A DEPTH OF 12 1) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN TO ANY EXCAVATION, FOR VERIFICATION ?ZOO _L> LORA /N6 -
®. INCHES, TESTED, AND APPROVED BY THE SOILS ENGINEER AND APPROVED CONSTRUCTION STANDARDS O THE CITY OF ENCINITAS AND THE SAN DIEGO
LOCATION OF UTILITIES AND NOTIFICATION OF
FOR LINE AND GRADE BY THE DESIGN CIVIL ENGINEER PRIOR TO PLACEMENT COMMENCEMENT OF WORK: EXISTING STORM DRAIN
1. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL OF BASE MATERIAL. AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR
REVIS IONS EXISTING BROW DITCH
UTILITIES BEFORE COMMENCING WORK. NOTICE OF PROPOSED WORK SHALL THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY PACIFIC
BELL 293 -0595
PE GIVEN TO UNDERGROUND SERVICE ALERT AT 1 -800- 422 -4133. 4) CLASS 2 AGGREGATE BASE (CL -2 A.B.) SHALL CONFORM TO SECTION REQUEST FOR INSPECTION.
ENCINITAS SANITARY DISTRICT 944- 5079 - �
26 -1.028 OF THE CALTRANS STANDARD SPECIFICATIONS, DATED JULY, 1984. 2) THE SOILS REPORT TITLED �$ ��` S LL c r�I� Xn�rrO
PREPARED SAN DIEGUITO WATER DISTRICT 471 -9000 A.C. BASE
2. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING �,��. -4- CABLE TV
UP, REPAIR, ARRIVAL, DEPARTURE, OR RUNNING OF TRUCKS, EARTHMOONG 5) AGGREGATE BASE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY, BY -`.�� � =fit
�,x�r ` !Fy__ _� _ DATED ___ ��_ SHALL BE 4 PCC BASE Fa` PCC OVER SUBBASE)
EQUIPMENT, CONSTRUCTION EQUIPMENT, AND ANY OTHER ASSOCIATED S.D.G E. 36 -2401 / ( N
EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 AM AND 5:00 TESTED, AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF CONSIDERED
AS PART OF THIS GRADING PLAN. ALL GRADING SHALL SAND BAGS (TEMPORARY)
ASPHALTIC CONCRETE. IN DONE IN ACCORDANCE
PM EACH DAY, MONDAY THROUGH FRIDAY, AND NO EARTHMOVING OR GRADING WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
2) CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 - -`„
OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON SATURDAYS, 5) A PRIME COAT MUST BE APPLIED TO THE GUTTER LINE PRIOR TO HOURS PRIOR,
TO BEGINNING ANY WORK ON THIS PROJECT. EXISTING STREET LIGHT
SUNDAYS, OR LEGAL HOLIDAYS. ANY REQUESTS FOR WORK ON SATURDAYS, PLACEMENT OF ASPHALTIC CONCRETE. IF REQUIRED, THE SURFACE OF THE 3) APPROVAL
OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PHONE: (619) 633 -2797.
SUNDAYS, OR LEGAL HOLIDAYS MUST BE SUBMITTED IN WRITING 72 HOURS UNTREATED AGGREGATE BASE SHALL BE COATED WITH 0.25 GAL /Y02 OF LOCATION AND TYPE
OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN
PRIOR TO WORK. ADDITIONAL INSPECTION FEES SHALL BE PAID IN ADVANCE MC -70, OR MC -250 LIQUID ASPHALT. STREET RIGHT -OF -WAYS. SEPARATE APPROVALS
AND PERMITS FOR THESE 3) THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS
OF APPROVAL. SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. FOR INSPECTION. PHONE (619) 633 -2797. ALL
WORK PERFORMED
3. THE CONTRACTOR SHALL DESIGN, 7) ASPHALTIC CONCRETE FOR PARKING LOTS SHALL BE C2 -AR -4000, AS WITHOUT BENEFIT OF INFECTION
WILL BE SUBJECT TO REJECTION LANDSCAPING
CONSTRUCT, AND MAINTAIN ALL SAFETY 4) WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
SPECIFIED IN THE MOST CURRENT STANDARD SPECIFICATIONS FOR PUBLIC AND REMOVAL.
DEVICES, INCLUDING SHORING, AND BE SOLELY RESPONSIBLE FOR CONFORMING
)
WORKS CONSTRUCTION. GRADUATION OF ASPHALTIC CONCRETE SHALL BE 1 ALL SLOPES SHALL BE PLANTED AND IRRIGATED
IN ACCORDANCE WITH PLANS
TO ALL LOCAL, STATE, A ND FEDERAL SAFETY AND HEALTH STANDARDS, SAWS, APPROVED BY THE CITY INSPECTOR AND A REPRESENTATIVE OF THE SOILS 5) CONTRACTOR
SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION ENCINITAS GRADING ORDINANCE AND ALL AND IRRIGATION
AND REGULATIONS. ENGINEER. ADOPTED LANDSCAPE A
4. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE MUNICIPAL 8) PLACEMENT OF ASPHALTIC CONCRETE SHALL BE INSPECTED AND EXISTING PRIOR
TO GRADING. STANDARDS.
CODE AND NOTWITHSTANDING THE APPROVAL OF THESE GRADING PLANS, THE APPROVED BY THE CITY INSPECTOR AND BY A REPRESENTATIVE OF THE
IATELY UPON COMPLETION OF ANY SLOPES
6) THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR 2) FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED
ON ALL SLOP
PROPERTY. NO PERSON SHALL EXCAVATE ON LAND SO CLOSE TO THE BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED DECLARATION
OF RESPO NSIBLE CHARGE PRIOR TO OCTOBER 1 OR IMMED
PERMITTEE 15 RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO ADJACENT SOILS ENGINEER.
PROPERTY LINE AS TO ENDANGER ANY ADJOINING PUBLIC STREET, SIDEWALK, 9) A "SEAL COAT SHALL BE APPLIED TO THE FINISHED SURFACE AT THE AND REPLACED BY
A REGISTERED CIVIL ENGINEER OR LICENSED LAND GRADED BETs✓EEN OCTOBER 1 AND APRIL 15.
ALLEY, FUNCTION OF ANY SEWAGE DISPOSAL SYSTEM, OR ANY OTHER PUBLIC RATE OF 0.10 GAL /YD2. THE SEAL COAT SHALL BE TYPE SSL ASPHALTIC SURVEYOR.
OR PRIVATE IMPROVEMENT WITHOUT SUPPORTING AND PROTECTING SUCH EMULSION WITH A 60 -70 GRADE LIQUID ASPHALT. 1 HEREBY DECLARE THAT
I AM THE ENGINEER OF WORK FOR THIS PROJECT,
7) THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY THAT 1 HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN
OF THE
PROPERTY FORM SETTLING, CRACKING, EROSION, SILTING, SCOUR, OR OTHER
b? /HIGH MIGHT RESULT FROM THE GRADING DESCRIBED ON THIS PLAN. DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING PROJECT
AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS LEGAL DESCRIPTION
CIAR�AGE
+HIC HOLD THE LILT FROM
RESPONSIBLE FOR CORRECTION IS 10) PRIOR TO APPROVAL BY THE CITY: TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAW
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
APR' 1lrtlr, "EhILS WHICH DAMAGE ADJACENT PROPERTY. A) THE DESIGN CIVIL ENGINEER SHALL PROVIDE CERTIFICATION OF AND REGULATIONS.
LOTS 8, 9 & 10 OF MAP No. 11909 RECORDED OCTOBER J, 1987 IN THE
LINE AND GRADE OF I HE FINISH SURFACE. I UNDERSTAND THAT THE CHLCK OF PROJECT DRAWINGS AND SPEC1tICA770NS OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO COUNTY AS FILE
SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL RESOURCES ARE 8 GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF BY THE
CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT No 87- 555301
r. B) S
ON THE SITE OF THIS GRADING PLAN DURING OPERATIONS, SUCH THE PAVING INSPECTION APPROVAL AND COMPACTION REPORT A STRUCTURE FOR HUMAN OCCUPANCY
SHALL NOT BE CONDUCTED BETWEEN RELIEVE ME, AS ENGINEER OF WOR K, )
SHALL BE PROVIDED BY THE SOILS ENGINEEWORK, OF MY RESPONSIBILITIES FOR PROJECT
OPERATIONS WILL CEASE IMMEDIATELY, AND T14E PERMITTEE WILL NOTIFY THE C) THE PAVEMENT SHALL BE WATER TESTED FOR PROPER DRAINAGE THE HOURS OF 5:30
P.M. AMD 7:30 A.M. NOR ON SATURDAYS, SUNDAYS DESIGN.
Cn' ENGINEER OF THE DISCOVERY, GRADING OPERATIONS WILL NOT AND APPROVED BY THE GRADING INSPECTOR, AND CITY RECOGNIZED HOLIDAYS.
I
RECOMMENCE UN77L THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM D) STRIPING SHALL BE COMPLETED. ) �
tFESS
THE C=ITY ENGINEER 70 DO SO. THE DEVELOPER MUST PAY ANY MITIGATION 9) NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING —
;�e1s �_���r�!� /
90NETORICII� FEES TO COVER DIRECT AND INDIRECT COSTS OF AN ON —SITE 1 1) ARIGHT —OF —WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED
0
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: —� "� DATE: ®�� � 0 �q
AT'CH,4EOLOG1ST TO MONITOR GRADING PROJECTS IN ARCHAEOLOGICAL OF THE CONTRACTOR FOR ANY WORK WITHIN THE EXISTING CITY RIGHT —OF —WAY CITY INSPECTOR, CIVIL
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR p� Iz- r -
AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE ��'
AND PUBLIC UTILITY EASEMENTS. CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2797.
SO IL ENGINEER'S CERTIFICATE LA (: �"
T;. as aF EI -.o( INEErT AGREES r0 INDEMNIFY AND SAVE THE CITY AND ITS AGENTS ' Na. 2174E'
A }ARMLESS FROM ANY ARID ALL LIABILITY, CLAIMS, DAMAGES 10) PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
Ex a, J -3CS -3 °
N E A4EL0Yp EL I �-
r, ILJ tEr TO ANY PE RSON, INCLUDING INJURY TO ENGINEER'S EMPLOYEES CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBVI7 TO
1 ✓+3•.�1 � �7"� "' A REGISTERED ENGINEER IN THE STATE OF ,
I: +D ALL
° „ ,?t_ CLA AND OWNER
IMS WHICH ARISE FROM THIS DESIGN AND THESE PLANS A CERTIFICATE AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED CALIFORNIA, PRINCIPAI..1_Y
DOING BUSINESS PN THE FIELD OF APPLIED SOIL
E IFICATi&NIS, AS APPLICABLE, OR ARE CONNECTED WITH THE NEGLIGENT 1
l HAUL ROUTE. THE DNELOPER SHALL COMPLY WITH ALL CONDITIONS AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE
SOIL �” o`'•� C - A -O �
{ r J ? { ;' FAILURE TO PERFORM THE WORK OR OTHER OB LIGATIONS THESE PLANS. REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO
THE CONDITIONS PREVALENT WITHIN THIS SITE_ WAS MADE BY ME OR UNDER MY �
PM .. C _ C I 14,s , "r,1l -'i AND • 1 ^� "' c °� ONE COMPLETE � OLIVENNAIN RD, t.
l: 1+ sIeS DESK° pls, PLANTS ANDIOR SPECIFICATIONS, OR ARE CAUSED OR IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO E HAULING OPERATION.
DIRECTION BETWEEN THE DATES
r B "t` 71IE NEGLIGENT ACTS O,� ENGINEERS, NIS AGENTS IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A COPY OF THE
SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMM
fA EN-
il' =' c E�E�'.,'•JS D F F REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS
n e E.l^PL07Er 5, HIS AGENTS OR EI4PI- OYEES, AND ALL EXPENSES 0 TTY ENGINEER DETERMINES ARE 11) UPON FINAL COMPLETION OF THE WORK UNDER
THE GRADING PERMIT RATIONS, HA5 BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. `� GARDEN VIEW CT.
O AND DEFENDING AGAINST SAME: PROVIDED, HOWEVER, THAT THIS TO THESE PLANS WHICH THE C BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL
RELEASE OF SECURIT`d', FURTHERMORE, I HAVE REVIEWED THESE GRADINNG PLANS AND CERTIFY THAT THE � `
VCSTIG NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE j
v?DEl Ie °Ir "IC °.�TIOA AND HOLD HARMLESS SHALL NOT INCLUDE ANY CLAIM ARISING AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE
GRADING RECOMMENDATIONS INCLUDED 1N THE SOILS REPORT FOR THIS PROJECT HAVE � o
I D E I F SOLE AND HO LD R I WILLFUL MISCONDUCT OF THE CITY, ITS IMPROVEMENTS. UNDER PERMIT No HAS BEEN PERFORMED IN SUBSTANTIAL
BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
_= � GARDE VIE? -� DR,
I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON CONFORMANCE WITH THE APPROVED GRADING OR AS SHOWN ON THE
� G
THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER
ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL B£ FOLLOWED BY THE �,/ _ _. i
FILLS SHALL BE COft�PACTED THROUGHOUT TO 90% DENSITY AS DETERMINED ISSUANCE OF A PERMIT, AND TO CONTINUE ON EVERY NORMAL WORKING DAY DATE AND SIGNATURE
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING �i�r��' _ � ENCINITAS BLVD.
r UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK r i
No. 70- 78. AREAS TO RECEIV FILL SHALL BE PROPERLY OPERATION. SIGNED: _
PY U.E3.C. STANDARD
RE ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL.
PREPARED AND APPROVED BY THE ENGINEERING GEOLOGIST AND SOILS Vi c/
ENGINEER PRIOR TO PLACING OF FILL. FILLS SHALL BE BENCHED INTO P.E. No.: r ,� a _ ' - 1
COMPETENT` MATERIAL A PER DETAIL ON PLAN IN ACCORDANCE WITH THE COM 3U I`Y ! � � E -�
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