2008-726 SG (Plans) VORK BE ��+pp �� ��'`AA''/� ?ftOFESS /p�
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STORldwATER POUBTION CONTROL SW NOTES SOILS ENGINEER'S 'CERTIFICATE RAIRCM COASTAL ENUNEERINC
RELATIVE TO CONSTRUCTION ACTIVITIES sr 1635 S. RANCHO SANTA FE RD., #204 r .3
As - - , GENt= RAC �. __ _SRppiNG gl f p oR N� SAN MARCOS, CA 02078
IL C Caries R. C o r ben A REGISTER CIVIL ENGINEER IN THE STAN lam' 760- 510 -3152
Concrete Washout 1. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL,
4. ALL WORK SHALL BE DONE iN ACCORDANCE WITH THESE PLANS. THE 4. ALL 4 RADING SHALL BE INSPECTED AND TESTED BY A BUAIIFIED SOILS
STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST T}E IAECHANICS,
HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
* Contractor shall establish and use an adequately sized concrete washout orm to CON STRUCTION STANDARDS OF THE CITY OF ENCINITAS AND -LIEF SAN DECO
EX CAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFlLLS AND CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY L IMNER & PERMITTEE.
SITE LOCATION
contain washout wastes on site. It is Regal to wash concrete, alurry, mortar, AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS CWACTION
OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED DIRECTION BETWEEN THE DATES Feb a goer, AND Feb 24 2o6,1 ONE
COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY PHILIP do CAROL MoCABE
stucco, plaster and the Ice into the darmwater axxsveyanax a:gstem or any THEREFROM SHALL BE APPROVED BY itHE CITY PRIOR TD ANY AND WILL DETERMINE
THE SUITABILITY OF ANY FiLL MATERIAL UPON �,.. 259 = 420 -- 1 2
receiving water. Contractor shall post a sign designating the washout location. REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL
STATE THAT INSPEC ION5 RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. 1596 AVENIDA OE LOS LIRNOS
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND
CERTIFY THAT THE ENgPMTAS, CA. 92024 15% AVENIDA DE LOS UiIOS ,
o
Cn _ _ruction Site Access 2 HE SOLS T Tl11FD i T SOILS OIVEi;TiOATlt3N, OPI NION. ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THiS PROJECT NAVE BEEN 760 -942 -3979 ENGN W% CA. 92024
_ _
Con _ - #NCORPORA IN THE PLANS AND SPECIFICATIONS.
`
PROPOSED AUXILIARY STRUCTURES, DATED 01-10 -07 ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTT S
* A stabilized construction site excess atoll be provided far vehicles ogress and (PROJECT No. 147G72) BY SOUTHLAND GEOTECHNICAL CONSULTANTS, AND EXCAVATIONS
ARE ACCEPTABLE FOR THEIR INTENDED USE.
i egress to prevent tracking dirt off ate. This shall include using material sums as SHALL BE CONSIDERED AS A PART OF THIS GRADING. ALL GRADING
DA 2 p
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES To _
_± w
gravel and /or corrugated steel panels /plates. B FiGATI iS N TAM W 5M R PQR1 PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER.
HE SHALL LEGEND
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR iKCE ENO.: E W. DATE: &
Construction Vehicles TO FINISHED WORK ON THE SITE AND SHAH TAKE REMEDIAL MEASURES TO I ITEM PREVENT EROSION OF
FRESHLY GRADED AREAS UNTIL SUCH TIME AS STD. DWG. SYMBOL
3 APPROVAL m
SOUTHLAND GEOTECHECHNICAL COINSI LTANTS -
. P' OF INS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, _ � u
A � 'h'
amo away gutters and and shall be 'o LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS PERMANENT DRAINAGE AND EROSION CONTROL
MEASURES HAVE BEEN 1238 GREENFIELD DRIVE. 'A" 619- 442 -8022
.IOB G72
tXSmstruction vehicles periling, vehicle refueling, and routine equipment maintenance. WITHIN STREET RIGHT -OF- WAYS. SEPARATE APPROVALS AND PERMITS INSTALLED.
EL CAJON, CA 92021 No. 147 PARCEL BOUNDARY
i111 THESE ma' r rep shall be made off site. FOR THE SHALL 8E REQUIRED IN CONJUNCTION WITH IMPROVEMENT EMENT
Jo
CLANS. 3. ALL AREAS TO BE F1Ltf>1'SHAtt tII PREPARED 13E fiLL1D AND Fitt
- - - - - -- -- - -- - - - - �sHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL -- STATEMENT OF
E NGINEER OF WORK 4. WRITTEN P ERMISSION SHALL BE OBT FOR ANY OFF -SITE GRAD ING. - -- - - - -- - - -- Cor&ol
_ - VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE 1'
e Elusion �� must be p rodded � _ �� atrt'facss - � CONTRACTOR FROM THE SURFACE UPON WHICH T BE FILL IS TO PLACED. 'fIHE
UNDERSIGNED ENGINEER ACl2EES THAT THE WORK PERFORMED BY THE E70S'11NG 3P0T ELEVATION ........... .................... -•-
P b AC TOR MALL TARE ANY NECESSARY PRMAUTTONS D TO -LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
especially shall be protected against PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED
TO A DEPTH OF PRACTICES OF THE ENGINEER'S TRADE or PROFESSION. THE ENGINEER FURTHER
erosion by installing erosion resistant surfaces such as DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 6' AND THEN COMPACTED TO A
MINIMUM OF 90 PERCENT. IT SHALL BE THE AGREES WHAT THE WORK PERFORMED HEREIN SHALL BE iN ACCORDANCE WITH PROPOSED CAMEL VI AY .............................
erosion control mats, adequate ground cover Vegetation, EXISTING PRIOR TO GRA DING. CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND C9slPACT
THE THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE
and bonded fiber matrbL FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. ENGINEER AGREES THAT ANY ,PLAN CHECK or REVIEW PERFORMED
BY THE
8. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH CITY OF ENCINTAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE
PLANS 1HRECTION OF DRAINAGE .............. ---� --3
* No excavation and 9n4 9
activities are atiowed MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND C CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH
GRADE PREPARED BY THE ENGINEER iS NOT A DETERMINATION BY THE CITY OF
- IT I SUFFICIE ADEQU THE P LANS .,.:
Wvet weather. _ _ - �Pl,ACED BY A &E,GISI>:RED CIWAL OR A LICENSED LAND SIIKIEYOR. -_Tfl PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE
SLOPES ENCIN OF THE TECHN 511FF1CIE or _ AG)EQU OF l.+uN or
tDF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES
TO ,.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,;
'� Uitiersion dikes shall be constructed to channel runoff around the construction > /
site. Contractor -shall protect channels against erosion vain anent and DEVICES, INCLUDING SFIORiNG, AND SHALL BE RESPONSIBLE FOR CONFORMING CONDITION,
ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE or BODILY INJURY ARISING - J
g p TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED
SOLELY FROM THE EGLIGENT ACTS, ERRORS, or OMISSIONS OF THE ENGINEER ! R�
- -- -temporary erosion control measures. -- -- - - - - -- - - - -- -- - - - ft � RPNNS, -- - - - - -- - -SHALL BE REMOVED
AND DISPOSED OF. 1HE TOE AND TOP OF ALL SLOPES - +F: HIS/HER A or fM OYEES ACTING WITHIN THE COURSE AND SCOPE ��GAL DESCRIPT10l� - -
-
SHALL BE ROUNDED IN ACCORDANCE VATH THE GRADING ORDINANCE tDF SUCH ADEN AND EM YMENT AND ARWO OUT OF M WORK
* Remove existing vegetation only when absolutely N& GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF PERFORMED B
LOT 26 OF ENCINiTAS ESTATES UNIT NO. 1, M THE CiTY OF ENCINITAS, DAINTY OF
Necessary. large projects shall be conducted in phosm to avoid tswlscsnary A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN 6. ALL
TREES, BRUSH, BRASS AND OTHER OBJECTIONABLE MATERIAL SHALL SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF N0.7662, FILED IN THE
s
removal of the natural ground cover. hE HOURS OF 5:30 P.M. AND 7:30 AAL NOR ON SAPLIRDAYS, SUNDAYS BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF
THE SITE BY THE OAVAT. MI _ ? OFFICE OF 04E COUNTY RECORDER OF SAN DIEGO COUNTY ON JUNE 13, 1973. 4
Do not remove trees or shrubs unnecessarily, they fRlfp daka'e8 D CITY RECOGNIZED HOLIDAYS CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE
BEEN CLEARED WITH A SOWNNED:
AT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DELIS. APPROVALIJGLAAS I - 46GM
TE
09 PMWe, Once e pFESS/ SURVEY 1VOTE
* Temporary vegetation must be planted on slopes or where construction is not 8' T40 GRADING OPERATIONS SHALL � bVM A TREGRADI4G MEETING OF LOCA71ON
OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER ova ohs` -
Immediately planned for erosion control purposes. Erosion shall be prevented by HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT: AND CITY ENGINEER
PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL RCE NO 3375 4' e• t � z
QTY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,GRADING CONTRACTOR
planting fit- -growing annual and pennnrd to shield and bM the soil. y
AND PERMiT7EE THE PREGItADE MEETING SHALL SCHEDULED WITH 11IE RANCHO COASTAL ENGINEERING - z BEARINGS AND DISTANC
FOR LOT LINES PLOiED PER SUBDiVf5f0iN MATS 070. 7M2. CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633- 27700. D• t_AidDSCAPlNG 1635
S. RANCHO SANTA FE RD,, � � c sa�n
e Plu A A BOUNDARY SURVEY WAS NOT CONDUCTED. x s
`1n perfnanefst segetation as 68x11 X8T1i M(M Wild g SAN MARCOS, CA 92078 a Eiv. 12/aMC7 at
octivitXes are coin 1 • lete. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS `TO ANY � SHX- 8E PLAW ED AND
IIRiGAiED W4 ACCORDANCE TNTH 960- 510 -3152
e �
P PUTS APPROVED BY THE CITY ENGINEER, PLAINS SHALL CONFORM TO THE - --
* PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHAM (TTY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND
•pB No. 5999 - McCABE rf of c�E�F
Water usage for &at r,antrol shall be mirumaed. SUBMIT TO AND RECEIVE APPROVAL FROM THE CiTY ENGINEER FOR THE
�
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS IRRIGATION STANDARDS.
AND REQUIREMENTS THE CITY i7NtilWEER MAY IMPOSE 91f71H REGARDS TD ]kDE
-- _ 2 GRADING - - --
=RftB � SOPJ= RAT10tN _FINISH ADING AND PLANTING SHALL BE ACCOMPLISHE OWNER'S CERTIFICATE
D ON ALL SLOPES
e - -- -PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED
* 11. UPON FINAL "COMPLETION OF THE WORK UNDER THE ORAfWNG PERMIT BETWEEN OCTOBER 1 AND APRIL 15. IT IS AGREED THAT FIELD CONDITIONS
MAY REQUiRE 04ARM M THESE PLANS.
Stored materials shall be contained in a secure place to prevent seepage and 10UT PRIOR M RNAL GRADING APPROVAL AND /OR FINAL R ELEASE CE SECURITY,
� " - - (EARTHWORK QUANTITIES tDoa slot ildnde vdww we wfthin footpri Al �
-spillage. Contractor shill store these products where they will stay dry out of the - - _- JT IS FURTHER AGREED THAT THE OWNER
(sEVEL&M SHALL HAVE A
- --AN AS - GRADED CERTIFICATION SHALL BE PROVIDED STATING: THE GRADING _ _ _win. Contractor shall provids secondary
containment for all Wei shored an -sits. UNDER PERMIT NO. 726 -SG HAS BEEN PERFORMED IN SUBSTANTIAL �- �OSION CONTROL 1tOG D CIVIL ENGINEER
MAKE SUCH CHANGES. ALTERATIONS or ADDITIONS - CUT . - D C.Y. +/- FILL � 0 C.Y. +/- REMEDIAL w ?�_ C Y.
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE
TO THESE PLANS WlilgH THE CITY .ENGINEER DETERMINED .ARE NECESSARY FOR
* Etirrilnate or reduce es 1. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT ft" McCABE AT AND DESIRABLE FOR THE PROPER COi4lPLET1�J
DF THE IMPROVEMENTS
paliUlTBfi of storriwater *am st bckpA lkept ail =Site. ATTACHED AS- GRADED PLAN. THIS STATEMENT SHALL � FOIIOWED BY THE
ROB:
- Stockpiles may include soil, paring materials, asphalt concrete, aggregate base, DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING -(760)
S15 -4891. {24 flour No.) 1 HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER er GEOLOGIST HAS BEEN EARTHWORK OUAN ME5 ARE CALCULATM - ANT THEORETICAL A
ONLY
etc. Stockpiles shall be located away from concentrated stormwater flows and OPERATON. or WILL BE RETAINED TO SUPERVISE OVER
ALL GRADING ACTTWATY AND ADVISE AND DO NOT INCLUDE VOLUMES FOR CLEARING /GRUBBING, SHRINKAGE AND
storndrain inlets Stockpiles -shall be covered dr protected with soil stabilization R. EQUIPMENT AM INTERS FOR � WORK SHALL BE WAVE
measures and provided with a temporary sediment barrier around the .perimeter at AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY
OF 7}iE ACTiOPN AND STABILITY OF 1W SITE
- - - 11• N�CADONS - - MATERIALS SHALL 13E STOCKPILED ON SITE AT CONVENIENT LOCATIONS R3 /!
ON times. - -FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAINS 1� MATE: _ /.. - 7 -- D7
C*4
.- 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTI TTY PIPES AND EMINENT. u //77uu%%pp� iCHAEL McCABE, 1�[.7f,STEE
Traman4 AV IS SHOWN ON THESE PUTS WERE OBTAIN D BY A REAR E OF 1/ 'v C�2CL
AVAILABLE LABLE RECORDS. TO THE BEST ()F OUR KNOWLEDGE THERE ARE NO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT
THE o`Z ° ° U � $4 �
• CorstractContractors' employees who perform aonetruction in the qty of Encinitas shall EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE
NPPROVAJ, QF THE IGINEERIIJG INSPECTOR. IJED # r A ( DATE: O
be trained to be familiar with the qty of Encinitas stormwater pollution control CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
CAIROL FOUINTAIN McCASE, IRVSTEE (1 WAIN rn
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
#requirements. these BMP notes shall be available to everyone working on ate. The PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK WORKING
ORDER TO THE SATISFACTl01N DF ATE CITY ENGINEER AFTER EACH O �
Property owners) and the prime contractor must inform subcontractors about STE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE
etarinlltater requirements and their am respQnsibiiities. FOLLOWING OWNERS OF STUD UTILITIES OR STRUCTURES PRIOR TO ANY RM PRODUCiNG RAINFALL.
NOTI ICATII, FOR VERIFICATION AND LOCATION OF UTIUTES iTD 3. THE CONTRACTOR SHALL WSTALL ADDITIONAL EROSION CONTROL
IiOTIFlCATI�i OF COMMENCEMENT :C)F' WORK.
waste Management MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCCMAPLEiED Fu
GRADING OPERATION OR UNFORESEEN CItWMSTANCES WHICH MAY ARISE O�
s Cw&octor shol be responsille far properly 41sposing of off waste and amused A. 'smm - (ew) 627 -2BOQ - A NTT#
RDwF SA m iMS�T MCIi4TTAS BLVD. � 'a Z� #
construction materials. Dumping of unused or waste products on the ground, 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
Z -
srhers water can carry them into the conveyance system is strictly prohibited. 9. I AS Nt ELECTRIC - (800) 227 -2600 - tiDG&E. PRECAUTIONS TO PREVENT
PUBLIC TRESPASS ONTO AREAS *JEN WP%WEQ
MATER"; CREATE A HA7ARDDIIS CONDITION. * � O O
s No seepage from dumpsters shaft be discharged into G WNAIER - {x00) 227 -2600 - S.D.W.D. O
EL
7. ALL EROSION OONTROL HMIfASl1RES P&OWICED PJR TINE APFROV@ ORADIIG f'lAN -+ Of
stormwater. Berms /dikes shall be placed around dumpsters EiFlALLA�D yy a
1D. E - "OD) 277 -3600 - PACIFIC S ELL
to divert the natural storm runoff. Oum ch
psters shall be ecked frequently for
looks. Dumpster Tads shall remain dosed at all times. Dumpsten without lids shill J8 dIAOED AREAS AROUND THE PROJECT PERNAETER MUST DRAM AWAY
FROM iNE
E. C.`A1 CE TV - 22T =2S2� - tSANIELS CA8[ t� d ,
be placed within structures with impeMous roofing or covered with tarps in order MACE OF SLOPE AT RTE CONCLUSION OF EACH WORK DAY.
AVENIDA DE Z I -
to avoid rain contact with any trash material. a LOS LIMOS Z
,2. CONTRACTOR SHALL NOTIFY THE CITY ENGIN S OFFICE 4N3 HOURS 9. ALL REIMMBLE °PROTECTIVE DEViCES SHOWR SHA L BE i i PL.AC,E AT
u W �
* Many construction materials, including solvents, water -based paints, vehicle PRIOR TO BEGINNING ANY WORK ON IRIS PROJECT. "PHONE:(760) 633 2770. THE
END OF £ACH WORKING DAY WHEN THE FiVE (5) DAY RAIN PROBABILITY Z
quids broken asphalt and dxsncrete, wood. and cleared vegatotian cacan be recycled. - - - - GI - - - - - - -- - f ORECAST EXCEEDS FORTY
PERCENT (40X). SILT AND OTHER DEBRIS SHALL C9 C)
3 THE CONTRACTOR SHALL VE 24 HOURS NOTICE ON CALLS FOR BE REMOVED AFTER EACH RAINFALL. ; �I IN
blon- recydabia materials moat be tdcen to an appropriate IandtilJ ar disposed of Y 1 t 1 v Z Z
as hazardous waste. for information on di osai of hazardous material, call the INSPECTION. PH(NNE:(760) 6332770. ALL WORK PERFORMED WITHOUT
w Z
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND t;fTtMiNATidY OF MYDROSEEi1m SLOPES CANT 1D PROVIDE NOT TO
SCALE Q
t0. SHOULD _
Hazardous Waste Hotline tall free at (800) 71# - 1195. For Information on landfills MQyA, 'f . 8 . PG . i 147
- G7 d
rind to order dumpstera call EDCO at (760) 436 -4151. EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO
t-
NOVEMBER 15th THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW - R O f/S
a INSTALLED IN ACCORDANCE O SECTION 3 THE EROSION AND R A Y C O S TALI NG I ��ERI
G U+n
PoNuttmts shall be W off Q7�OSEd surfaces. Plaae trasfs cema aiM recyCfkng StDIMENT CONTROL HANDBO(M OF THE STATE TE O O C F ALIFORMIA DEPARTMENT
CIF
receptacles around the site. CONSERVATION. n h f ,�# �+
= Portable toilets must be in good working order and checked frequently far looks. 11�YD1111 V41�� _
Contractor shill provide secondary containment and iowte portable toilets away - 1633 S. RANCHO SANTA FE ROAD, #204
- Q
from stormdrain inlets an pervious surfaces. SAN MARCOS, CA, 9207$
- A760}b10 -3152 Ph I (760) 510 -3153 Fax
s Ati construction de'bns wholl be kept away from Me street, g utter, and N� �j�V Ilr� Nil
sstormdrain. Contractor must routinely ,check - - - - Q
and dean up material that may have traveled awl from construct>•on site - - Z
- -
Stormwater Pollution Control BMP Notes
itelative to Construction Activities '3� Q, (n
NoText
Q��?ROFFSSIO
WORK TO BE DONE \���, P�\,r-5 R. co9r�
GRADING Qz PREPARED BY:
RANCHO COASTAL AL ENGINEERING
=WJffiTERP=u-n0N CONTROL 13MP NQJU SOILS ENGINEER'S CERTIFICATE - e- 1 . � n
J' 18 0 S. RANCh0 SANTA r E RD #20%
OCIVIL R SAN MARCOS, CA 92078
A. NESAL G. RADIN ha l es R. Co€ 6 Cn �' D C,VIL ENGINEER IN THE STATE OF CALIFS 780-510-3152
C � � RE�?rS �RE CI
VI'
Rr - �� � - - _- _ - - GRADING SHALL BE INSPECTED AND TESTED BY QUALIFIED SOILS
CAI F��Ri�iIA.# �.�`R NCIPALLY DOING BUSINESS IN THE F IE`L.D -OF APPLIEV SOIL
�onc e_e 1ashout 1. ALL �K SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE ALL
STANDARD €EC FICA TION FOR PUBLIC MKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE HALL INSPEC I AND TEST THE �EC�ANIr'S
HEREBY CERTII�. THAT � SAI P� rNG AND ���OY CAE THE SOIL OVVNER & PERMITTEE: SITE LOCATION.'
r# - - - CONDITIONS PRENIA�L.ENT WITHIN THIS SITE WAS MADE BY ME OR .)NDER MY
' Contractor shall establish and use an adequately sized concrete was"no�ut area t� C'�NST��T� STANDARDS � TAE CITY � ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT
AND C�PACTI� OF FILLS AND BACKFILI S AND
! _ _ DIRECTION BETWEEN THE DATES Feb 8 2 0 oc, AND Feb 24 206G ONE
contain washout wastes on site. It is illegal to wash concrete, curry, mortar, AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION
O TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED CABE APN-2 259-420-12
,�-: � -�. r��►ater conveyance system �� an THEREFROM SHALL $E APPROVED BY THE CITY ENGINEER PRIOR TO �� �[3 � DETERMINE THE SUITABILITY �.�_ ANY
FILL MATERIAL. UPON COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, �TFI �� PHILIP � CAROB 'I�c ,
stucco, raster and the like into the sto RECOMMENDATIONS, l S ` I
V . � - � - - � � ��� � � � �r_� N. �'O�PLETIOI�I � �ADI�G OPERATC�'+IS !�E ���� STATE THAT �N ����� ��S BEEN
SUBMITTED TO THE OFFICE CE THE CITY ENGINEER. �� B �NIQ BE EC� :RCS
�eCe v€n water. Contractor sell os� clan deli na i g the washout location. RE UEST £ � .NSPE £.O- - ���__ ,� FURTHERMORE,
HAKE RE`�E�Q THESE GRADING FLANS AN13 CERTIFY THAT THE CA3 ��0 � F��� Ai�ENIDA DE LOS LIRIOS
ENCINITAS,
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HA' E BEEN
760-942-3979 ENC NIT S, CA. 9zO%24
anstructian Site Access 2, THE SOILS REPORT TITLED ADDENDUM TC SOILS INVESTIGATION: OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN
�N� INCORPORATED IN THE GI ADDING PLANS AND SPECIFICATIONS.
PROPOSED AUXILIARY R''� STRUCTURES, }y� D 0111-10—WI n� `CCORDANCE �TH THE PPRDVEG GRADING PLA. S AND � T ALL EMB_., _ME �S �
• D�i�V YS� !v_ 3 THE APPROVED- ` 1
* • •� r _ press and (PROJECT No. 147G72) BY SOUTHLAND GE OTECHNICAL CONSULTANTS, AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED
USE. 1
vehicles e SIGNED: 2 'D
A stabilized construction site access shall be provided for ve g � � � � � "1 DATE:
This shall include using material such as SHALL BE CONSIDERED AS A PART OF THIS GRADING. AL GRADING � �i�(/1 err
ingress to prevent t_acking dirt off site s g � SHALL GROPER= ;} : ,. S C
SHALL BE DONE IN ACCORDANCE WITH THE RECOM ENDA T IONS AND I. THE CONTRAC� L Y GRADt � E�CA�ATEQ SURFACES T�
PR P TI DRAINAGE -AND PREVENT PONDING OF WATER- HE SHALL ! LEGEND
gravel and/or corrugated steel panels/plates. SPECIFICATIONS CONTAINED IN SAID REPORT- ODE OSI - D
CONTRA... SURFACE WATER AND AVOID DAMAGE TO ADJOiNING PROPERTIES OR R C E N0.: EXP. DATE: Dg - -
Constr ct 'Vehicles TD FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO + l�� STD. DWG. SYMBOL
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS SOUTHLA.ND GEOTECHECHNICAL CONSULTANTS
3. APPROVAL THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, ,� � � ��8 GREENFIELD DRIVE, �A>i 8� -�-ri-80nAn
specific area away from utters and stc�rmdrain shall be designated for L NOR � IMPROVEMENTS PERMANENT DRAINAGE AND EROSION CONTROL MEASURED
HAVE BEEN
g LOCATION AND TYPE OF DRAINAGE FACILITIES, EL CAJON, CA B2O211 JOB No. 141 G72
construction vehicles parking, vehicle refueling, and routine equipment maintenance. WITHIN STREET RI -IT-OF-'SAYS. SEPARATE APPROVALS AND PERMITS INSTALLED.
°�
__._ a � - - �, - - - - IMPROVEMENT PARCEL BOUNDARY - -- � --------- -- - - --------- _ '
- -_-_ ---_ -
il �a Cdr repairs hal be made[ode Ott ste4 FOR THESE SHALL BE REQUIRED IN COIi�I�ICTicN NTH
� ��. 3: . � AREAS TO IN �� SHALL BE PREPARED TO BE �L�D �D� STATEMENT OF ENGINEER OF WORK
Erosion Control SHAD BE PLACED �N A.�CDANCE �TiI•I ST�iQ�Q SPECIFICATIONS.� _ - - - _ _4. WRITTEN
PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING,
VEGETABLE MATTER AND OB:, CTI�ABLE MATERIAL SHALL BE REMOVED R THE �„ a€ , .�
CONTRACTOR FROM THE SURFACE UPON WHICH THE I�� IS TO BE PLACED. THE UNDERSIGNED ENGINEER AGREES THAT T�--IE WORK PERFORMED B`� THE
EXISTING SPOT ELEVATION
- ` ' surfaces. Slo ed surfaces -r T IR TO F AN UAL SOILS SMALL BE REMOLD TO SUITABLE FIRM ENGINEER SHALL
COMPLY WTH THE GENERALLY ACCEPTED STANDARDS AND
Erosion control must be pr for alI erosive P 5. CONTRAC.OR SHAL TAKE ANY NECESSARY PRECAUTIONS RED ED LOOSE - ILL - -- -D ALL
especially shall be protected „,gains'.- PROTECT ADJACENT PROPERTIES DURING GRADING OPERATICS. ANYTHING NAT€ RAL GROUND, �E EXPOSED SOILS SHALL BE SCARIFIED TO
A DEPTH OF PRACTICES TIC R N. THE ENGINEER FURTHER
P � - � ES OF THE ENGINEER'S TRADE ��PROFESSION TuE E '� F �: � , ;' _ •F
,� r� �E AGREES THAT THE CORK PER. ORMED HEREIN SHALL BE IN ACCORDANCE KITH PROPOSED GRAVEL DRI' EWAY =
erosion by installing erosion resistant surfaces such as DAMAGED OR DESTROYED SMALL BE REPLACED OR REPAIRED TO CONDITION 8 AND THE COMPACTED TO A MINIMUM OF 90
I ERCE_.,, IT SH_.� B�
erasion control mats, adequate ground cover vegetation, EXISTING PRIOR TO GRADING. CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE
THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENGINII THE
FILL IN STRICT A%CORDANCE Tn SPECIFICATIONS. , C I�s x F
and bonded fiber matrix_ _ � ENGINEER AGREES TI-Ir�T �tN� PIN �r�c�� o� REVIEW PERFORMED B� THE - -
6. THE DEVELOPER SHALL BE RESPONSIBLE TFIAT ANY MONUMENT r� BENCH CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
DIRECTION OF DRAINAGE ----- -.---- - - -
No excavation and grading activities are allowed during
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND . CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE PREPARED BY T FEE ENGINEER
IS NOT A DETERMINATION BY THE CIT=Y OF
� REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LANG SUREYOR, TO PRODUCE BOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES ENGINiTAS
OF THE TECHNICAL SUFFICIENCY or ADEQUACY OF THE PLANS or
wet weather. 10F EXCAV TONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED DESIGN OF IMPROVEMENTS E � GINEEI3 AGREE
:O
SHALL �I�S BASED THEREON. THE �N� � c �rr,
. >r ,F r. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY INDEMNIFY
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS.
* �. -� ! constructed hanr€e € i around nd the - nstru Lon _ _ _ _ _ ___
a..rovers-o , dikes shall DE CES. INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING � _
j C�DNTION. ALL. STONES, RATS AND OTHER BASTE MATTER EXPOSED OR AGENTS, AGgN�]D EMPLOYEES F�ROMj� P�'R���FER°�� '+�DA: AGE goo!- BOQ-IL�#�+Y]
INJURY �.IStN
I i 1 - i ss. T€f °1. a f�R. - T _ -Pi -- t T - - f- _i't - R s TO BECOME = sa �- 50 LEL
r R0M i HE �E�L if�EN 1 C!� !�./; 'ERRORS, or VII✓ �r�`'53. O i t � •.�.�'���Lr-
site Contractor shall Prated channels against erosion using permanent_ �nd TO ALL LOCAL S:ATE AND FEDERAL :AFE; AND HEAL-TH S=ANDARDS, LAWS EXCAVA ZION OR
EMBANKMtr � SLOPES WHICH ARE L�ABL�. I V t� Ir�OSEI�NE�
AND REGULATIONS, SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP ALL SLOPES AND HIS�HER AG ITS or EMPLOYEES ACTING illilTl•ilN
THE COURSE AND SCOPE
LEGAL DESCRIPTION
temporary erosion control measures. -- --SHALL BE ROL`NQED IN ACC�DANOE NTH E A IN ' ORDINANCE. OF
SUC GENE AND EMPLOYMENT ANDS ARISING OUT OF THE WORK
- _ D__ 'L� _ Lam.- ICE. €: A��. .� L-EMPLOYMENT s 1 �1:.. ARISING �
!�. - - OIIED - £E ENGINEER. `
= absolutely M OP RA"LNG � ;..N ONEE-IAA € I i 2' MILE O _ _
i e€€ -- - r4r -r. s r s..'o-” rQ rr�°r r -g:p��'. °r -r CITY OF NC: IT
n 3 ,
;n vegetation ion only e _ �'4g� -
l.e::l.:;e e' � ti
-� �.i Y�! ��• � 3?T �'L jdi � �g LS'l��i ��f--F'sla Li�� i # *s3.
�� �€afr7 � ��� 1-� I� �� _ � 1 � � �. �� ���V�t ��.'�:T� � �d,.}-3-.,�"s�ri 4j'�}�;y :�;sf�
;f 3fi TT £"t ��ial�f^ i1� �P/t f°f T'.31 °R £1i I�
• STRUCTURE A OCCUPANCY HALL NOT BE CONDUCTED BET�EN _ _ �j � E � - - -_ /
'�. � � � S 11'[LI Sr TU�E �� ���__N �3�U- - -N 4�_ S. � �- #"'i's..�. �s ESa ��a��:;� }�-+�Sv ��Q �--a•�:. �B�-,s c�.��IB� �a�:� i� S�_.a:E
' - � ' �R���`�` 3 �' �,��'�t� �' ��� F`+�-{ F�a�t:x �?L��i' I.M.
nQr rv- Large projects shall he conducted in gases to avoid unnecessary �+,
�essa �° AND n t 1 -rt 1NlIAYS OTHERWISE DISPOSED SITE BY THE r �I
%.J1 3 vvk r-RLVii J:: v u � vliii civE .
THE HCVURS OF 5a 30 P. AN€f =.� A.M. NOR ON SA,URDAYS, S BE COLLECTED,E, PILED ',G ,EED _ D 7
removal of the natural ground caves - A �� �� ��_t
- n , CAN TRACTS SO AS TO LEA`rE THE AREAS THAT N-NA BEEN CARED WITH N
Do not remove trees or shrubs unnecessarily, they help decrease erosion. AND CIT=Y RECOGNIZED H�L1DA=3_S
N,EA, AN1n FINISHED APPS FROM U. Y DEBRIS. OVAL Dt�L�GLAS E. GAN
F n FAR�� FREE 1NGFIT! DES - APPROVAL
f ESS
- 9. NO GRADIN� 0PERA T I�� SHALL COMMENCE UNTIL FA PRtGR iDING MEE`IN OF LOCATION O DEBRIS FILL SHALL BE SECURED FROM THE SOILS EN GNEER �
� SURVEY N
Ternporary vegeta* must be aianted on slopes or where construction is not � - - - ._D CITY - TO �E DISPOSAL OF ANY SUCH MATERIAL.
R E ISO. - `
• HAS BEEN HELD -SITE W� THE FOLLOWING PEOPLE PRESENT AN ENGINEER PRIOR C -7-9726 �� � � t� <9
immediately planned for erosion control purposes. Erosion shall be Prevented b_�►� � � �� �. � F �_ � ���.
NSPE � � _N NNEER �N_S N SEER �'kDIN�NG coNTRACT� _ ,; _ �g p
< £ �F#c 34 �*.�aL L. r LIs ,4ci"SJ - Lf3 _ j E _ _
�. a a _
RANCHO COASTAL ENGINEERING
: perennial 1 rases �a shield and �.,d .t;,,. ,do=N. � -�I T SURVEY�-�� ► � ��-- � �- ��
S �, --�-�_- � � � �= '�t�O ` �` e _
planting fa,s.t�gro Ln annual and Pe enn a g AND PERN��TTEE= THE PREGRADE MEETING SHALL BE SCHEDULED WI IH .HE - BOUNDARY
.LANDSCABUG 183 03 RANCHO SANTA PE RD., #204 c :971 A � `GNP .
_ _ mi
T F TEST � � � Q � Na �N � 353— 70. . ,
�-avation and �,�-cdin SAN MARCOS, CA 92Z0-78 ° 121! 4=�
Plan, permanent, vegetation as soon as ._ossible, once ex grading .� �`
°�` ALL SUES SHALL BE PLAN i D AND NRRIGATEu IN A� �DAN� � 760-510-3152 � . _� ,
0. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY - - :��� - - :� �..: �-:�� �� �:� ��� �,�i� W
activities are complete. : .� �t �
PLAINS �-PRO-AED BY THE ��114LL�. PLANS BALL CONFORM I JOB No. 59Q9 - N�cCABE
PROPOSED CONSTRUCTION TE �IN THIS PRO�CT �E DEALER SHALL rT �� A� A A ►W.
Water usage for dust control shall �e minimized. SUBMIT TO �Q RECEIVE APPROVAL �� THE C;IT7 ENGINEER FOR THE C_: ; O.F. ,��N;tA.: GRADING; ORDINA..�N��.
AND .��.P,�� �ANDS.,APE - ND
g PROPOSED HAUL ROUTE_ THE DEVELOPER SHALL COMPLY WTI ALL CONDITIONS IRRIGATION STANDARDS,
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE ��.�I � � �►I I .I� _ � � �,�. � ��, ��I � �� � 0"WW'NERS
CERTIFICATE
-g 7 RNISH GRADING AND PLAN ;NG SHALL BE ACCOMPLISHED :.-�; A= SLOPES
HAULING 0I-�.RA 110N�
On—site Construction Material Storage PRIOR TO OCTOBER OR IMMEDIATELY UPON COMPLETION OF ANY SLOPE, GRADED
1T IS AGREED T:HA T FIELD ►CONDITIONS MAY REQUIRE CHANGES T O hESE PLANS.
r �s 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BETWEEN OCTOBER 1 AND APRIL 5.
cf red M^tp-ria'S shall b` 1�int s ed an � ,''U rp � E'_ o 're � rf-v a -s
e can sew . place prevent t seep g rd PRIOR TO FINAL �ADNNG AN PROVAL ANQ FIN ,--]—EASE OF SEECURITY EARTHWORK
QU N E (Does not- include volumes within flootprint)
BUT . 1T IS R ER AGRtt� THAT THE OWNER (XVEWPER; HALL LEA A
Contractor -I products where they will slay dry out o the ., , � PROVIDED �� �� � t
spillage. ontrar_o- char- stare these p odu AN AS-GRADED CERTIFICATION SHALL BE S�ATING: "THE ,31RADING G�TR�. REGISTERED CIVIL ENGINEER
MAKE SUCH CHANGES, ALTERATIONS or ADDITIONS IONS
rain; Contractor shall provide secondary containment far all fuel stared on--site. E, t3S � FLANS 1IIIHICFI THE C1T • ENGINEER
DETERIVIINED A?L NECESS�;RY FOR
p UNDER PERMIT NO. 726-SG HAS BEEN PERFORMED IN SUBSTANTIAL T THESE
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE �A P F�. Pr ��� ��K � ���j��n n::�.. =� : �:g==LI �= `ABA AT AND QESIRABLF- FOR
THE PROPER COMPLF-ZION OF THE IMPROVEMENTS_
i#-- - -- -- _ - - _ a+ rgr. r_s __ n,� FOLLOWED _ _ _ '1� _ 3 :ri� � CONTACT I I W �'..1it }-a, I
- - - — - - - -- -- - -
! € lk i n n P ;. c4 c if .}e. N S i A ENT SHALL BE B T €'HE �� _
M.
cF c ti E e �y 3 6E s iSf}V€ ■ Y5 i i V} YS weldSe _ �E 3 i � �s �EQ �i _ _- _33s� - l
~ - - - _ - _ - ,
8 I}
R •
_ - _ a iER r R-17I � TI a l f'ISTy: I Se i a -GI � r� �r-��is _l�� a-..t' i € -
� � � .� _ �� I�ECm� or
t lAa3 BE
BEEN
P� ILV G__ GRAD r� _ THE � _ _ -.___ _ES SU `�` �Er�� _
�_ _ aggregate a A SIGNATURE- - --_� _.�.L ENGINEER_._.��_ ____� C� � HEI�EB I nA� � RED�
� �- � include II rig r,a.sg asphalt concrete. a a-e a_.� �_se, DATE AND �G____TL_£E �
Stocko..�s -,.a� so--. Pa- -.g mate g� g - - ___ `z -
a £ T R� R ALL GRADING ACTI�TY AND ADVISE '
etc, Stockpiles shall be located awa from concentrated slormwater flows and OPERATION: 2 E�IPMENT AND �KERS F. E �� �� � � � R�
or �L- BE RETAINED O SUPERVISE -�
' : inlets. `l shall be covered or protected with soil stabilization I s.-I% %Y.I@ �ALf= &L< FADE
storrndrai n lets. Stockpl es P AVAILABLE A T ALL TIDES DURING THE RAINY SEASON. ALL NECESSARY OF �E C PAC' ON AND STABILITY OF
�E SITE.
measures and provided with a temporary sediment barrier around the peri €eter at B. �I ��G �� N ATERNALS SHALL BE SJ KPILED � SITE AT CONVENIENT 1 OCATI
INS TO
al= t ee. FACILITATE RAPID CONS T RUCTIC OF --POP;CRY ACES BEN RAIN FS 12- - --
S1 GNED: Q A T E:- 1. � � A t _ ��_ �- UTILITY P � EMNN�ENT.THE EXISTENCE
AND LOCATION OF 'UNDER'R��ND IPES ANQ PHI- _ICHAEL McCABE, TRUSTEE
Training STRUCTURES SHORN Tl-IE PLANS �E OBTANNED BY AAR� OF
��___� _ - - N �, DEICES SH011� � PLANS SHALL NOT BE MOVED OR ODIF 1ED STN= OUT THE .
AVAILABLE RImDOF D . TO THE BEST OF OUR KN T`-HERE ASE O SIGNED: —
r„I,,+� +^r to o - .� construction In the City of Encinitas shall EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE APPROVAL OF THE ENGINEERING
INSPECTOR. - - DATE.
i3 e>rnp. ees t - _
mil' erfo O _ CAROL F�UNTA N �cCABE, TRUSTEE _ IN I u
! � :� control CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY IONAR'I� MEASURES TO - -
e trained familiar with the Clt� of Encinitas storm- water pollution_ con__o_ _ ;
b- --al- ed _o be � _ - a
• XIS=.NG U€ILI ��. STRUC,•ARE S ATED T THE �K g_ 1 mr S UN TRAC S A S ORE EROSION N UL UE � l V 1
I
C ,.,N .
requirements. These BI�IP notes shall be a�Llable everyone working on site, The • OBE _ -
SITE. T 1S THE CC �A T�' E.SPONSNBI - T E A - THE WORKING ORDER 0 THE SATISFAC?ION. r,N.. THE rITY ENGINEER'R ,AFTER F A
�- rime contractor must inform subcontrac*ors about � ��, � �; � :. ��, ; �� » I I ,� �� �
and the � RUN-OFF PRODUCING RAINFALL.
e
R= eL't 'I"'el<'I, , .a .. . f F S PRIOR TO ANY
�: Ia} •a €s s� 4 € r s:s inssi .l� ;mac
OLO�N OILERS �` SAID UTILITIES STRICTURE : -
:va Te: veer €eq x11 �.�e.€ `�. v �e e�dif �:: rev.i Iii �1€ .�.. . Ai�AT � � VERIFICATION LEA Tl OF UTILITIES AND
_ __ `
l� THE CONTRACTOR_SHALL INSTALL ADDITION` AL ERO SIOY CON-M- 01
NOT1FI(.,ATION OF COMMENCEMENT OF WORK. �:
Waste an a even t MEASURES AS MAY BE REQUIRED THE CITE ENGINEER DUE TO UNC�PLE `_ 0
GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARIA !! � � �_ j �wy��
~ - ; € . 4 . i i I Alai-- I i i4}ra .°,A A t: �iF t -ap P. NECESSARY -L
3 i '_3� � T�
v i a IF shall be responsible fair Propel disposing a► waste any i,anl�iSe _ St�ER -- t800) 227-2600 �- { AMul SANI ATION l i TRICT
°a
�- �; - THE CONTRACTOR SHALL BE RESPONSIBLE ANQ SHALL TAKE NECESSARY
rove#rrunf ion materials. DuMDin of unused or waste or:duc s n„ the a ___.,j;
R
�, r prohibited. B. GAS d ELECTRIC - `800; .2-27.7-2600 SDG&E. P NE-k- TO RE' EN P B ERAS ONTO AREAS BEN IN P LADED
- i
where water can Larry them into the conveyance system is Strl�. l P
SATE S CREA I= A HA4Z ARDOUS C-ONU TIO N. _
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