2008-912 G (Plans) ,.
RRw
SITE
RANCH VIEW SAPTISP CHURCH � . , I9 H
EIGHT - TE: M CUT AND FiLL SLOPES SHALL BE CUT AND TRIF>I'MED TO FINISH GRADE TO PRODUCE STORMWATER POLLUTION CONTROL MP NOTES
(PART A) RELATIVE TO CONSTRUCTION ACTiViTIES +416 RANCHO SANTA FE RDdO
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND ., ENCINITAS, CA 92024
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE CONCRETE
VMSHOITf (760) 436 -0045
AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL STONES, 1t0OT5
!E?ASTOR:OBF1?T !AA <^y 2 n
IMPARTMENT
WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH
COIJIRAZ;TOR SHALL ESTABLISH AND USE AN ADEOUATEi_Y SIZED CONCRETE O�
DOUBLE PERMIT FEES. IT IS THE RESPONSIBITUTY OF THE OWNER TO ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE WASHOUT
AREA TO CONTAIN WASHOUT WASTES ON SITE. R IS ILLEGAL TO WASH CONCRETE, SLURRY, VORTAR,
-AND AND TOP OF ALL SLOPES SHAL BE R OUNDED IN ACCORDA WITH THE GRADI STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE
SYSTEM OR ANY RECEIVING WATER.
- IOW AV44ERE / HER PROPERTY -LINE IS.
ORDINANCE
- - -- -- - - - . -CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. - 416 RANCHO SANTA FIE
- - - - -- ` ROAD �.,., � - FE ROAD .
MAIN11c;£ MOTE SIT
ENCINITAS, CA 92024
3
16. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE CONSTRUCTION E ACCESS APN: 265 - 331
-83 = y
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO
CIO CONCENTRATED DRAINAGE ,LOWS ARE PERMUTED OVER ADJACENT PROPERTY ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO
" E NT �N
4JNES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF b IFFY AT AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED A
STABILIZED CONSTRUCTION SITE ACC ED
j2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL TRACKING
DIRT OFF SIDE. THIS SHALL IN CLUDE B,IS NC WTE-RIAL, SUCH AS GRAVEL ANP/OR CORRUGATED STEEL
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRjQR TO THE ,
1= NOTE: - �ISPDSAL OF ANY SUCH MATER1dL i�ANEI,S /PLATES. PARCEL g OF THE CERTIFICATE OF COidPLTRNiCE -
Y
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED �. 1% NOTIFICATIONS CONSTRUCTION VEHICLES 2007 SEPTEMBER 25, 2007, AS
FILE No. VICINITY J4IAP \
- v NS 2007 -0625879, OF OFFICIAL RECORDS.
1. THE XI AO LiSWON aF UNDERGROUND UTILITY PIPES AND STRUCTURES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL 9E DESIGNATED
FOR CONSTRUCTION VEHICLES THOM BROS. S. PG 1147 J -7
XO SCALE - �-
- _ Ali - ird'I� < -- - -- - - - - - -- - SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE _ ---PARKING,
VEHICLE REFUELING, AND ROUTINE EQUIPMENT AWNTE4 ALL MAJOR REPAIRS SHALL SE MADE OWNER � IPER 111 �'E fi rATEI�NT
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON OFF-SITE• - -
_ DUE PRECAUTIONARY Tf IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
GENERAL ".THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE D
_ -- _Y - , MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION IT IS FURTHER AGREED
THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL
WORK
1. ALL WO SHALL BE DONE IN ACCORDANCE WITH E PLANS, THE THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
ENGINEER MAKE SUCH CHANGES W
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE 'DESIGN OWNERS OF SAID UTILMES OR STRUCTURES PRIOR EROSION CONTROL MUST BE PROVIDED
FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALT SE , ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE -
ONSTRUCTiON STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO - T ROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES
SUCH AS EROSION CONTROL -MATS, DIRECTOR lETION OF THE IMPROVEMENTS.
PUBLIC WORKS DETERMINES ARE NECE AND DESIRABLE FOR THE PROPER
� 0 ANY EXCAVATION, FOR VERIFICATION ACID �TION OF UTURES AID NOTIFICATION OF �.,M
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFRO ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
- --
-- , _AR D O
Q O _ COMMENCEMENT OF WORK:
SHALL BE APP Y THE CITY ENGINEER PRIOR TO ANY REQUEST FOR
_ _ - T COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN
- �R Y .I -- - - - - - -. - # SEWERS CSD (760) -633 2770 _ - �� -_- - - - -- -- -- - - - -- - -- _ _-�1
'FURTHER AGREE O COIN E CE
INSPECTION. EXCAVATION AND GRADING ACT ITTES ARE ALLOWED OlUR1NG
B. GAS & ELECTRIC SDGE - (760) - 43'8 =5200 EXISTING PUBLIC RIGHT-OF-WAY WITHIN 60 DAYS AFTER ISSUANCE
OF THE CONSTRUCTION PERMIT
WET WEATHER.
-
APPROXIMATELY
C. WATER - OLNENHAiN MUNICIPAL WATER DISTRICT - (760) 753-6466 AND TO THE PURSUE SUCH WORK ACTIVELY ON EVERY
NORMAL WORKING DAY UNTIL COMPLETED.
O
2. THE SOiLS REPORT TITLED GEOTECHNICAL INVESTIGATION. APPRO TELY TELEPHONE - AT &T - 1
D. -800 -288 -2020 #IRRESPECTIVE A INDEPENDENT OF ANY OTHER .WOW ASSOCIATED WITH THIS PROJECT OR
' ! -ACRE SITE APN 265 - 331 -2500, LOCATED OFF RANCH VIEW TERRACE, DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF'AROUND THE
CONSTRUCTION SM. LOF1"1'�,�R y
E. CABLE TV - COX COMMUNICATIONS-(760)-90 X -(233 OL.
• HALL PROTECT CHANNELS AGAINST EROSION USING PER AND TEMPORARY EROSION CONTROL MEASURES. UNDER MY
DIEGO COUNTY CALIFORNIA DATED MARCH 6. 2008.. - --•- . _ - �._ . IS�-, ..
CiTY OF ENCINITAS, SAND GO ,
OB 0. 441 07 SHALL BE CONSIDERED AS A PART OF THIS GRADING
PLAN.
N _
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
PROJECTS SHALL BE CONDUCTED ---
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS
AND SPECIFICATIONS CONTAINED IN SAID REPORT. $EGIWNING ANY WORK ON THIS PROJECT. PHONE (780)- 533 -2770 PHASES TO AVOID UNNECESSARY REMOVAL
OF THE NATlif3AL. S COVER. DO NOT REMOVE TREES OR SHRUBS BY:
LNNECFSSARILY, THEY HELP DECREASE EROSION 1l CH BAPTIST CHURCH, A CITY NON PROFIT c PORAT ON �•
LOCATION AND TYPE 4F DRAINAGE FACILITIES, IyRR 4F IMPROVEMMEE NTS WI THIN (760) -633- 2
- - -- - - S. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE
$Y: FiOBEE;T LUIS [PASTORS
3. APPROVAL OF THIS PLAN DOES NOT STO APPROVAL SrLE 770. ALL WORK PERFORMED WM40UT BENEFIT OF INSPECTION WILL We TEMPORARY VEGETATION MUST BE
PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED
TIEQR
STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR SHAM. SUBJECT TO REJECTION AND FOR EROSION CONTROL PURPOSES. EROSION SMALL BE
PREVENTED BY PLANTING FASTING ANNUAL AND BOIIS ENGINEER'S CERTIFICATE
S E E RICH N CONJUNCTION W 11IRRO1iFlAF117 PLANS. ' $EMOVAL. PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL
W
- -
_ _- _.._ �- 1 • 4'R�t�"5�tt R. yttAt� �, lfEi;l3`?'ER•ED CM EiGff 1R 1HE';TA'T� DF CALIFORNIA,
'
"IN OSION CONTROL_ SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET 3 PLANT PERMANENT VEGETATION A SOON AS SiBLE, aT;TCE EXCAVA`ON
A GRADING ACTIVITIES ARE COMPLETE. PRINCIPALLY DOING BUSINESS IN THE HELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY TI-Wr A
A. WRITTEN PERMISSION SHALL K OBTAINED FOR ANY OFFSITE t- �_` FOR I SHALL _ _ SAMPLING AND STUDY OF THE SOIL .CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY ME OR
GRADING . CASE EMERGENCY WORK (S REQUIRED, CO)`ITACT B08 UTTS AT WATERUSAGE DUST CONTROL BE MINIMIZED. UNDER MY .DIRECTION
ON JANUARY `l0, 2008. -ONE COMPLETE COPY OF'THE SOILS REPORT COMPILED
4 __. _ .._. .: _ ; __ FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE
OFFICE OF THE CITY
�. CONTRACTOR SHAM T'AR'E AMY IiECt^3SRR'f PRECAUTIONS REQUIRED TO 2 HOURS, - I ONSTRUCTION MATERIAL STORAGE
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING ENGINEER. FURTHERMORE I HAVE REVIEWED THESE GRADING
PLANS AND CERTIFY THAT THE
CAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 2.'1EOUIPMENT AND
WORKERS FOR EMERGENCY WORK SHALL 43E MADE DE AVAILABLE AT ALL _ RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
FOR THIS PROJECT HAVE B &E N
1 ;
TIMES DURING THE RAINY SEASON OCTOBER I TO APRIL 15). ALL NECESSARY MATERIALS STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE
TO PREVENT �ICORPORATED IN THE GRADING PLAITS AND SPECIFICAPONS 1
^, GRADING ( SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS {
EX ISTING PRIOR TO SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO
BE MPONS1OLE THAT ANY MbNUMENT OR BENCH FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. WHERE THEY WILL STAY DRY
OUT OF THE RAIN. CONTRACTOR SHALL p
6 ALL
!. 15EVL STALL
PF�OVJDE SECONDARY CONrAII�MENT FDI? FUEL STORED ON-SITE T �Q yGOtz A G <`�
�AARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABUSHED AND
r
ENGINEER OR A CENSED LAND 3. D1:VTCES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFiED WITHOUT THE RCE N0. ''
G 298157 SC . 8'T1 �,,_ n y . g`%` i 7 iY
REPLACED BY A REGISTERED CIVIL ENG U
• �' �N X67391 ; m
L; ENGINEERING
... s_ • .. _.... w _
INSPECTOR. i0
� SURVEYOR. APPROVAL OF THE OR REDUCE POLLUTION F STORMWATER FROM STOCKPILES KEPT ON SITE. STOCKPILE. MAY INCLUDE
.... - ELIMINATE O 0
AILS HALT CONCRETE, AGGREGATE BASE ETC. STOCKPILES SHALL BE LOCATED AWAY FROM
__ _ +4. T
_ SOIL, PARING MATERIALS, ASP RETE,
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFEY _ - 1•fE CONTRACTOR SHALL FCE ALL EROSION CONTROL DEVICES TO WORtt1NG TER
STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR 1- ETTEK� s �P ?
...
EVICES INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING
CONCENTRATED TORMWA .�g.}_gA� OU fi1�•8 LfiT`1' r C Q �
_ PROTECTED WITH SOIL STABWZADQN MEASURES AND PROVIDED WITH A TEMPORARY SEDIME 3A ER AROUND THE •
TF �.
0 ALL 1/�(�A' M A 7 _ E AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND RAINFALL JeE6Aep1AIG GHRFL
<:..
t �(W����^�, fi 'is 4 .. �.. ,. P R METER A ALL TI �rrlTeR MfM�.i}!}M�M ilN �� -�,. -� ,•.
#_
r- 3o655 PIMiYAiI BRNrrzrir r. ti
�. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASUITS AS MAY
f �
e. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A
E REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION ORACiF1G '�Sb1L5 II;t 1R1 N6, # CO. T
NOT BE CONDUCTED BETWEEN THE QR N CIRCUMSTANCES WHICH MAY ARISE. f959}�iAB -93Ti- A1715 CANVOY COURT
,. STRUCTURE FOR HUMAN OCCUPANCY SHALL 0 UlNIF 1}$EE m +CONTRACTORS EMPLOYEES NhiO PERFORM CONSTRUCTION 111 THE CRY OF ENCINITAS
SHALL 9E TRAINED TO BE
HOURS OF 5 :30 P.M. D 7 .30 AAL NOR ON SATURDAYS Sl IND0S AND CITY . SAN 61E,G;O, CA �Z 111 " "
r , - B. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS FAIrauAR WITH THE CITY OF LeNCM11TA5 STORMWATER POLLUTION
CONTROL REQUIREMENTS. THESE BMP NOTES SHALL
=- - - - - - -
�iECOGI�ILZm I WLIDAYS. _ _ - -- - - -- _ _ - -_
- AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR #LUST -- 115 58 ' S(60 13
�IY•Q.' 461 Z
�TO PREVENT PUBLIC TRESPASS OHM ABEAE WHEN IMPOUNDED WATERS CREATE A -
- 9. "0 GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAZARDOUS CONDITION INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS
AND THEIR OWN RESPONSIBILITIES.
( HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY �-!- THE UNDERSIGNED ENGINEER FREES THAT THE WORK
PERFORMED BY THE ENGINEER SHALL COMPLY
- - - D - -- �. -ALL EROSION CONTROL - MEASURES PROVIDE PER THE APPAOVEQ GRADING PLAN ("(�� WITH THE GENERALLY
ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AN - -- -- - - - PROFESSION. THE ENGINEER FURTHER AGREES
THAT THE WORK PERFORMED HEREIN SHALL BE 1N
PERMITTEE. THE PREGRADE MEETING SHALL 8E SCHEDULED WITH 3JNE CJ7Y AT SHALL 8E INCORPORATED HEREON, CONTRACTOR SHALL BE RESP�I! MR FROPMY
V15PO5iN OF ALL WASTE AND UNUSED CONSTRUCTION ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT ti
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770.
15. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN FROM THE FACE
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THAT THE ENGINEER
CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLAMCHECK OR
' AlIyAY
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. "' °�- REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY
AS A PUBLIC ENTITY FOR THE PLANS
46 PRIOR 10 HAULM DIRT OR CONSTRUCTION ixA TERiAtS TO ANY PROPOSED OF SLOPE AT THE CONCLUSIOAI OF EACH WORK DAY. PREPARED
BY THE ENGINEER IS NOT A DETERMINATION BY THE CiTY OF ENCINITAS OF THE TECHNICAL
THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS
-
-CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO - - - - -
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL
8. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SWILL BE iN PLACE AT THE END OF NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.
BEANS DIKES SHALL BE PLACED AROUNDSUFFlCIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE
I
ROUTE DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. ENGINEER OF RESPONSIBILITY
FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE
t REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE FORTY PERCENT (4076). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH DUMPSTER
LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS
AND ITS OFFICERS, '
4 RAINFALL STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY aAGENTS.
AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE
HAULING OPERATION. TRASH MATERIAL NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS
OR EMPLOYEES
SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF T
ACTING WITHIN THE COURSE ° AND H
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT RUT E
hl iHF7d�he;Md tAULdiC =iPAL WATER DISTRICT NOTES.
,
MANY CONSTRUCTION MATERIALS, FtIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT WOW BY
THE
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND ENGINEER.
VEER
1, REVIEW OF THIS PLAN BY OLNENHAiN MATER DISTRICT DOES NOT CONSTITUTE A AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED.
NON- RECYCLABLE MATERIALS MUST BE TAKEN I'
AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING UNDER REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR - 'TO
AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF }`
PERMIT NO. 912 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH LION- EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION By= � BATE 2 4jo8
'THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED '
IDF THIS PROJECT. ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (76'0') 436 -4151. ---- '-- -' - - -- -
- -- -- Op
PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE - ROBERT 0. SUKUP
ol
L ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. �• : M
OF THE CIVI 2. ALL ERf511NG FAOfLi1TE5 WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE POLLUTANTS SHALL BE KEPT OFD 6(SED 3URF4Z`ES.
PLAZ TRASH CANS AND RECYCL]FTG RECEPTACLES AROUND THE SEA BRIGHT COMPANY
CROSSINGS, PARALLELING OR PROPOSED CONNECTION SHALL FELD lE
LL 7?MM. THE SM 42. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS - UNE PARA CROSSINGS WITHIN
10 FEET OF PROPOSED WATER ROBERT 0. SUKUP O
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXISTING OR PROPOSED UTILITY Q�
�..,
MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY
FOR LEAKS. CONTRACTOR SHALL '%*322 SEA BRIGHT PLACE ` AS $t)iL't" l � �' p
- EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFlLLS AND AUNDER WATER MAIN IINIESS GIVEN WRITTEN P ERMISSION BY QLNMH_AIN WATER
?COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIREDT PROVIDE SECONDARY CONTAJNMENI AND LOCATE POI3IABLE TOILETS AWAY FROM
STDRMDRAIIl INLETS _ON PERYJD!!S OARISBAD, CA 92008 oo��22ee�1,pp¢¢
-AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
SURFACES. TELEPHONE NO. (760) 720 -0098 y ��llq
RCE NO.: 28302
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS
3. CONTRACTOR AM OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GOITER,
AND STORMDRAN. CONTRACTOR MUST PP. DATE: 03 -31 -10 RO1�RT SUKU� � 9 � >F0 s 0
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS ,GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ROUTWELY
CHECK AND CLEAN UP MATERIAL THAT M FROM (o _1OPINION, ALL EMBANKMENTS ARID EXCAVATION ARE ACCEPTABLE FOR THEIR
AY NAVE TRAVELED AWAY CONSTRU:.TI A SITE
ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST mamsEm &I=
INTENDED USE.
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