HomeMy WebLinkAboutDWG 413-6A; PD 03-08; FERAYORNI RESIDENCE; 01-04GRADING 1'10Tt8
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. HS OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSW£S ALL OTHER PLANS PRH10USL Y APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOl'IN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIV£ ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CfTY
STANDARDS OR OTI-IER ADDITIONAL DOCUMENTS LISTED HEREON AS TI-IEY MAY
PERTAIN TO TI-IIS PROJECT. THE fNGINffR IN RESPONSIBLE CHARGE SHALL
REVISE TI-IESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT REL/EV£ THE DEVELOPER OR ENGINfER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED 70 THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM Tl-IE CITY ENGINEER WILL BE REOUIRED FOR ANY
WORK IN Tl-/£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIRCA TE OF INSURANCE MUST BE FILED NAMING Tl-IE CfTY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN Tl-IE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY THE INSURANCE
COMPANY WR!nNG Tl-/£ POLJCY MUST HAVE A RATING OF "A" AND A SIZE
CATEGORY OF CLASS V AS ESTABLISH[Q BY '8fS1S" KEY RA TING GUIDE.
5. UNLfSS EXEMPTED BY SECTION J01.(b)5 OF Tl-IE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM Tl-IE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA 1£ BffN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGEWCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY 01'11'/ER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PffiMIT HAS BEEN ISSUED.
B. NO REVISIONS WILL BE MADE TO THESE PLANS WITI-/OUT THE WRITTEN APPROVAL
OF THE CITY Ef>IGINEER, NOTED WITI-/IN THE REVISION BLOCK, 0/>I THE
APPROPRIATE SHEET OF THE PLANS AND THE nlLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY EWG/NEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIOWS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS F"OR FIRE AWD OTHER EMERGE/>ICY 1£HICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURIWG CONSTRUCTION.
12. WHERE TRENCHES ARE WTHIN CITY EASEMENTS, A SOILS REPORT COi.iPR/SEO
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROITSSIONAL Ef>IG/NEER OF THE STA 7F OF
CALIFORNIA, PR/NC/PALL y DOING BUSINESS IN THE FIELD or APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETIOW or FIELD TESTS.
1J. A SOILS COMPACTION REPORT AND C/Jf,/PL/ANCE V£RIFICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS oun.lNED IN THE SOILS REPORT 15 R[QUIRm
PRIOR TO THE ISSUANCE OF A BUILDIWG PERMIT. ALL CONTROLLED GRADING
SHALL Bf DOWE UWDER THE: DIRE:CTION OF A PROFESSIONAL ENGINEER OF THE
STA 1F OF CALIFORNIA PRINOPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUC1FD IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPEC/RCA TI0/>15 AND THE
"EARTHWORK SPEC/RCA TIONS" A TTACHm TO THE PRELIMINARY SOILS
INV£STIGA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRFCWSTRIJCTION MFFllNG SHAil BE Hfl Q AT THf S17f PRIOR TQ THf
BEGINNING Of WORK ANO $HAIi BE AUfNQFD RY All RfPRESENTAllVf',
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
Oll-lfR ASf[CTS OF 11-if WORK THE CO/>ITRACTOR SHALL SCHEDULE THE M[ETING
THROUGH THE PERMIT CLERK (760-602-274-0) AT LEAST RV£ (5) WORKING
DAYS PRIOR TO STARTIWG CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL Bf PROVIDED BY
THE PROJECT INSPECTOR AT THE 1,/ffTING.
15. All INSPECllQN R[Oj/fSTS QllifR IltAN [OR PRECQN5ffllJCilQW AIITJJNG Wt BE
I.IADE BY CAIi ING lliE ENGJNITRING 24 HOUR INSPECT/ON REQUEST I /NE AT
(760) 4-JB-JB91.INSPECTIQN REQUES1S MUST BE RECEIVED PRIOR TO 2·00 PM
ON THE DAY BEFORE THE INSPECTION IS NEEDED. IWSPECTIONS WILL BE MADE
THE WEXT WORK DAY UNLESS YOU REQUEST OTHERWISE, REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DfV£LOPER AND/OR CONTRACTOR
SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING
SHORIWG, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CO/>ITRACTOR SHALL CONFORM TO LABOR CODE SEC110N 6705 BY SUBMlmNG
A DETAIL PLAN TO THE CITY fNGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTI-IER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION or SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES RV£ FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE: CITY ENGINEER AND /OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARl£S [ROM THE SHOR/NG SYSIDI
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, 11TLE 8
CALIFORNIA ADMINIS!RA 11VE COQ£. 1HE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CON!RACTORS EXPENSE, A COPY OF THE: OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THf CITY OF CARLSBAD. SUBMIT APPL/CA 110W FOR BLASTING
PERMIT llfLL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA 110NS.
19. IF ANY ARCHA[OLQGICAL RfSOURCfS ARE DISCOVffifD WITHIN ANY WORK AREA
DURING CONSTRUCTION. OPERA noNS ltll,L CEASE IMMEDIATELY. AND THE
PERMITTEE WILL NOTIFY Tl-IE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL Tl-IE PERMITTEE HAS RECEIVED 'MIITTEN AUTHORITY FROM THE CITY
fNGINEER TO 00 SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTIO/>I EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPME/>IT SHALL BE LIMITED TO THE PERIOD BETWITN 7:00 A.I.I. AND
SUNSET E:ACH DAY, MONDAY through FRIDAY AND NO E:ARTHI.IOVING OR GRADING
OPERA110NS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF SIT£ HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BfGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE I.IA TERfAL SHALL BE
DEPOSITED AT, A SIT£ APPR0\£0 BY Tl-IE CfTY [NG/NEER. THE CON!RACTQR
SHALL BE RESPO/'l$1Bl f rm ANY DEBRfS OR QA.I/AGE OCCURRING Al ONG Tl-!£ HAUL
ROU/fS OR ADJACENT STRff75 AS A RESULT OF THE GRADING OPERA 110N.
2J. BRUSH SHALL BE REI.I0\£0 0/>ILY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIRCALL Y NOTED ON THE PLAN.
24. ALL AREAS SHALL Bf GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALE:$ AND DITCHES SHALL HAV£ A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJE:CT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL Bf AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIF"ORI.I
SURFACE AND CROSS SECTION. THE Sl1F SHALL BE LEFT IN A NEAT AND
ORDfRL Y COWDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENG/WEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED ANO/OR HYDROSEEDEO
W1TI-IIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROl£D GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS RfQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING WO. -fi/A , AWD/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRE:CTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND !RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JD PR/VA TE STORM DRAINS SHALL BE HIGH DENSITY POL YETHYlENE PIPE (HOPE:)
I.IEE11NG THE REQUIR[MENTS OF AASHTO M294 T'r1'E S. PIPE GREATER THAN 12"
SHALL HAV£ WATER TIGHT JOINTS P[R ASTM 03212. PIPE LESS THAN 12" SHALL
HAVE SILT 11GHT JOINTS PER ASTM F4-77.
JI. WHERE AN EXISTING PIPE LINE IS 70 BE ABANDONED AS A RESULT OF THE:
GRADING OPERA noN, IT SHALL Bf REM0\£0 WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND RfPLACED WITH PROPERLY COMPACTED SOILS. IN OTHE:R
AREAS Tl-If PIPE: W1LL BE PLUGGED WITH CONCRETE OR RtMOV£D AS APPROVED BY
THE CITY Ef>IGINEER.
J2. THE CONTRACTOR SHALL VERIFY Tl-IE LOCATION OF ALL E:XISTING FACILITIES
(ABOV£ GROUND AND UNDER GROUND) W1THIN THE PROJECT SITE sumc!ENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT Tl-IE ACTUAL LOCA 110N5 ARE IN CONFLICT W1TI-I THE PROPOSED
WORK.
3J. THE CONTRACTOR SHALL WOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AWD SHALL COOROINA TE THE WORK WITH A COMPANY REPRESENTA 11V£.
UNDERGROUND SERVICE: ALERT (800)227-2600
SDG&E (800)660-7J4J
PACIFIC BELL (800)892-0123
ADELPHIA (760)438-7741 cox (760)806-9809
CITY or CARLSBAD(STREETS & STORM DRAIN) (760)438-2980
' CARLSBAD MUWIC/PAL WATER DISTRICT (760)438-2722
(SEllfR, WATER & RECLAIMED WATER)
• : AS APPROPRIATE
J4. PERMIT COMPLIANCE REOUIREMEWTS:
A. F ONTRO D AD/NG-THE APPLICANT HIRES A CIVIL Ef>IG/NEER.
SOILS ENGINE:ER, AND OR GEOLOGIST TO GIV£ TECHNICAL ADVICE,
OBSERVE ANO CONTROL Tl-/[ WORK IN PROGRESS {15.16.120A.8./
CARLSBAD MUN/GIP AL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-1HE FOLLOWING
REPORTS MUST BE: SUBMITTED TO Tl-IE QTY ENGINEER VIA Tl-IE
PRO,JECT INSPECTOR {15, 16.120A.1D} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE: PLAWTING
AND !RR/GA TION ARE INSTALLED IN CONFORMAWCE: 111TH CITY
CODE AND Tl-IE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINE:ER, WHICH INCLUDES
RECOMMENDED SOIL BfARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY or Tl-IE SOIL, AND SUMMARIES OF
FIELD AWD LABORATORY TESTS. THE REPORT SHALL ALSO
IWCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH Tl-IE REQUIREMENTS AND
RECOMME/>IDA TIONS OUTLIN[D IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLtMENTS THERETO.
(-1) REPORT WITI-/ AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY Tl-IE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE: CITY ENG/WEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED F"OR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED F"OR
ANY SUCH RECHECfi
36. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL EVALUATION 151
SEQUOIA AVENUE CITY OF CARLSBAD SAN DIEGO COUNTY, CALIFORNIA W.0.
J517-A-SC DATED MARCH 7, 2003 SHALL BE CONSIDERED AS A PART OF
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPfCIFICA TIONS CONTAINfD IN SAID SOILS REPORT.
Oll'NER'S CERTIFICATE
I (WE} HEREBY CERTIFY THAT A REGISTERfD SOILS ENGINEER OR
GfOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE 0\1£:R-ALL
GRADING TIVITY AND ADVISE ON Tl-IE COMPACTION AND STABILITY OF
THIS SI
·03
•DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINffR OF WORK FOR TI-/IS PROJECT, THAT I
HA V£ EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SEG110W 570J or THE BUSINESS AND PROFESSIONS CODE, ANO THAT THE DE:SIGN IS
CONSISTENT v.fTH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAl'r!NGS AND SPE:CIRCA TIONS BY THE
CITY OF CARLSBAD DOES NOT RfLlfvE Mf, AS ENGINEER OF WORK. OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: CHEIIRY £NG/NEERING
ADDRESS: __ 1.cc2....c72c...1_P..c.O_WA_Y'--'-ROc...A.c.O ______ _
CITY, STA1F: POWAY, CA 92064
::EPH~f
71tw,
Al.BERT L. ~RY ~
R.C.E. NO.: _3'--798-'-'-'0 __________ _
REG/STRA TIO/>I EXPfRA TION DA TE:
DIAL TOLL l"REE
1-800-227-2600
AT LEAST TWO DAYS
BEl'OR■ YOU DIG
UNDERGROUND SERVICE ALERT 01' SOUTHERN CALll'ORNIA
SPECIAL NOTES
VICINITY
CITY OF OCEANSIDE
HIGHWAY 78
PACIFIC
OCEAN
MAP
CITY OF VISTA
CiTY or ENCINITAS
NOT TO SCALE
1. 77-IE EXISTENCE AND LOCAT70N OF Ul7LITY STRUCTURES AND FACIL/l7ES SHOWN ON 77-IESE PLANS WERE OBTAINED BY A SEARCH OF 77-IE
AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF 077-IER UTILITY FACILITIES OR STRUCTURES NOT KNOWN OR
IN A LOCATION DIFFERENT FROM 77-IAT SHOWN ON 77-IESE PLANS. 77-IE CONTRACTOR IS REO/JIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT 77-IE UTILITIES SHOWN ON 77-IE: PLANS AND ANY OTHER FACILITIES OR STRUCTURES NOT SHOWN.
2. CONTRACTOR SHALL BE RESPONSIBLE: FOR PROTECTING IN PLACE ALL SEWER MANHOLES. WATER METERS. !RR/GA TION METERS AND VAL v!:S.
ANY DAMAGE TO DISTRICT/CITY FACILITIES SHALL BE: REPAIRED IN KIND AT THE: CONTRACTOR'S EXPENSE.
3. 0/JANTITIES IND/CA TEO UNOE:R "WORK TO BE DONE" AND "EARTHWORK 0/JANTITIES" ARE FOR BONDING PURPOSES ONLY. ACTUAL 0/JANTITIES
TO BE DETERMINED BY CONTRACTOR.
4. IT SHALL BE 77-IE CONTRACTORS RESPONSIBILITY TO SECURE ANY ANO ALL PE:RMITS REO/J/REJ) IN ORDER TO PERFORM WORK SHOWN ON
THE:SE: PLANS.
SOILS ENGINEER'S CERTIFICATE
R.C.E. NO.: ____ 4~78.='5~7 ______ _
DATE: 2ooJ
LICENSE EXP/RATION DA TE: 12-31-03
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN HEREO/>I WAS GENERA TED BY STAWDARD SURVEY METHODS
FROM INFORMATION GATHERED ON 07/01/03 BY BAKE:R LAND SURVEYS, INC.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NA TIOWAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJE:CT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
206-013-05
THE CALIFORNIA COORDIWA TE INDEX OF THIS PROJECT IS:
358-1665
BENCH MARK
DESCRIPTION: l<AO ANO TAC
LOCATION: NE. CU/18 REIV/IN AT GA/fflELO ST. 4t PINE A If:
RECORDED FROM: CITY OF CARLSBAD OA 1VM
EL.EVA TION: _-'32=·~94 ___ DA TUM: U.S.C.4!G: (LANO), I.I.SL. • 0.00
CMWD NOTE:
NO GRADING SHALL OCCUR O\,f"R DISTRICT FACILITIES WITHOUT
WRITTEN DISTRICT APPROVAL.
--(,
I / iA.rJt~ILT" ; 'ol. .. j 7 c:~ CHERRY ENGINEERING
12721 Poway Road, Poway, CA 92064
Ph (858) 679-3410 Fax (858) 679-3416
RCF 3J'f~ EXP.~<:;,
~Y:a
ONSPEC OR
-I
...
2~17-f)~
DATE
2-/2 .,./" 4
DATE
IMPORTANT NOTICE
SECT/ON 4216/4217 OF llfE COVERNME:NT CODE REQUIRES A
DIC ALERT IOENT/RCA TION NUMBER TO BE ISSUED BEFORE A
'PERM/ T TO EXCA VA TE" J+ILL BE VALID. FOR YOUR DIG ALER.T
1.0. NUMBER, CALL UNDERGROUND SER'ACE ALERT TOLL FREE
1(800)227-2600
00 l+IJRKING DA ~ BEFORE YOU DIG
SITE ADDRESS
151 SEQUOIA A ff:
CARLSBAD, CA 92008
LEGAL DESCRIPTION
LOT 16, BLOCK 1, MAP 1747
CITY OF CARLSBAD
COUNTY OF SAN DIE:GO
OWNER
MS. STACY FOSTER
151 SEO/JO/A A ff:
CARLSBAD, CA 92008
(160) 729-3550
EARTHWORK QUANTITIES
CUT: 268 CY
FILL: 65 CY
EXPORT: 203 CY
IMPORT: 0 CY
REMEDIAL: 0 CY
DA1E INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
YOU: TO BE DONE
THE GRAD/WG WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS.
REMEDIAL GRADING, DRAINAGE FACfLITlfS. EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARA 110N OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET or PLANS AND THf CITY STANDARDS, SPECIF/CA 110N5, REQUIREMENTS, RESOLU110N5
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE W1TH THE FOLLOWING
DOCUMENTS, CURRENT AT THE 11ME or CO/>ISTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
f. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4. THE STANDARD SPECIF/CATIONS FOR PUBUC WORKS CONSTRUCTION (GREEN BOOK).
5. SOflS REPORT AND RECOMME/>IDA TIONS BY GEOSOILS DA TED MARCH 7, 2003
6. CALIFORNIA COASTAL COMMISSION REQUIREME/>ITS
LEGEND
DESCRIPTION DWG. NO. SYMBOL QUANTITY
ASPHALT PAVEMENT
CONCRETE DRIVEWAY
150 SF
830 SF
BASEMENT RETAINING WALL (BY SEPARATE PERMIT}
SUPPORT COLUMN (BY SEPARATE PERMIT)
TEMPORARY CONSll/UCT/ON SLOPE:
MM
[g]
\/1:1\/
PLANNING DEPARTMENT APPROVAL
kw,'4Y:~ le%»,@-DATE:10//~/t>3
( ED)
MICHAEL J. HOLZMlliER, PLANNING DIRECTOR
Cl~1 ~t:fgy1 DATE:/l/15/t.3 SIGNED
RECOMMENDED BY: l'_ /l r I,) ,)eV~ ~
(PRINT NAME)
I SH~ET I CITY OF CARLSBAD I SH~TS I
. ENGINEERING DEPARTMENT
GRADING PLANS FOR: I,
FERA YORN/ RESIDENCE
151 SEQUOIA A VENUE, CARLSBAD, CA.
APPROVED BY: ROBERT J. WOJCIK FOR
6'~~ ~~;,~ '":L~.n CITY ENG1NEEfwiiii89--Y EXPIRES 12/31 /05 DA
DWN BY: AL~
I PROJECT NO. I DRAWING NO. DA1E INITIAL DATE INITIAL CHKD BY· "J!,j{ PDO.J-08 OTHER APPROVAL CITY APPROVAL RVWD BY: ;J:W.... 413-6A
102203
t w " C • i;_ C ~ .~~ :e .E ':1 ,~
ji -~ C) ci· 2 ..... " ~· 0 ,, .s:a., ' V) ....
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NOTE: ALL JWRK IN CITY RIGHT-OF-WAY llfLL REQUIRE A RIGHT-OF-WAY PD?MIT.
CENTERLINE
LANC?X41"e WALL
Lo-r 11
A
w
I \ .. l
LETTER OF PERMISSION FOR
OFFS/TE GRADING ON Al£
WTH CITY ENGINED? DATED ;:'
9-16-03. u:
\ \
\
SEQUOIA AVENUE
\
\
H C ~ E
FF= 58.11
BASEMENT FF=49.00
PE=48.50
0
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OUTLET PIPE
CONSTRUCTION NOTES
(])
2
1 EXISTING HOUSE Will BE ELEVATED ONSITE FOR BASEMENT EXCAVATION.
0 BASEMENT EXCAVATION WILL EXTEND TO PAD ELEVATION INDICATED AND TO 2'
0
0
0
0
0
0
0
BEYOND BUILDING FOOTPRINT. TEMPORARY CONSTRUCT/ON SLOPES SHALL BE MAXIMUM
5' VERTICAL {OSHA} WITH I: 1 SIDE SLOPES TO DA )1.JGHT.
REMOVE PORTION OF EXISTING CONCRETE WALL/IH700 FENCE AS REQUIRED FOR
BASEMENT EXCAVATION. PROTECT ADJACENT IMPROVEMENTS FROM DAMAGE. DAMAGED
IMPROVEMENTS SHALL BE REPLACED IN KIND TO EXISTING OR BETTER CONDITION.
REMOVE/REPLACE CONCRETE DR/I/EWA Y AFTER BUILDING CONSTRUCTION IS COMPLETED.
REPLACE WITH 5.5' OF 2500 PSI MINIMUM CONCRETE.
MEET EXISTING GARAGE AN/SH R.OOR ELEVATION.
TERM/NA TE EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. COORDINATE WITH
SDGM FOR ELECTRICAL AND GAS TERM/NATIONS. SHUT OFF WATER AT METER BOX.
MEET ASPHALT DRIVEWAY.
REMOVE/REPLACE EXISTING ASPHALT DRIVEWAY. REPLACEMENT DRIVEWAY SHALL BE J"
OF ASPHALT CONCRETE OVER 4" OF CLASS 2 BAS£ MATERIAL.
BASEMENT SEHE'R WILL BE PUMPED UP AND CONNECTED TO EXISTING GRAl-fTY SEWER
S£Rl-fC£.
BROOKS 1212 WITH PARKWAY GRATE OR EQUAL
J" MAX SMOOTH COBBLE
STONES 3-SIDES.
58
52
50 ---
ADJACENT RESIDENCE~ EXTERIOR WALL I
I
I
4.5'
56
REMOVE/REPLACE 12'-::-:-:-:-:-tl ___ 54
SECTION OF EXISTING WALL
AND WOOD FENCE r·
·< >
LINE OF INFLUENCE~
0 12• BELOW GRADE
If!.
5.00'
15" 3.-75'-
If. '
If.
PROPOSED F.F. = ::.1~: ··--j:.· •
14
~~:· --------2.5' ~
SECTION A-A
1"=4'
26.00'
£XISTING FENG£
56 EXISTING GND
•
14.00'
________ _____ ___ --------·-_ __ t:5'·-------.:!j' _ y-EXISTING FENCE
58 ---· PROPOSED F.F. • 58.11:l: ·----·--·---·····-----..-~~-'-'"-"'-=""--'-"-'-..::....;"'!.':,,;,,,,===-=--·=·-·=-=-=====-=-=--=-=--=----========"' _ _ __ 5,5· CIJNCREIE DRlVEWA't. _----1--158
SECTION 8-8
1"=4'
SECTION C-C
1"=4'
p
---------e--------11_;56 7
.-'--Lo-~ --54
---52
4• WAU DRAIN
.J' DIA. CONCRETE OR FIBERGLASS
ENCLOSURE OUTLET STRUCTURE
NTS
IT]
z-11-o<p
GROUNDWATER DUAL SUMP PUMP DATE
SCALE: 1" = 10'
NTS
/ a /4 >:/, C 0 10 20
DATE
(j: CHERRY ENGINEERING
12721 Poway Road. Poway. CA 92064
Ph (858) 679-3410 Fax (858) 679-3416
DATE INITIAL
ENGINEER OI' WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
I S~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
FERA YORN/ RESIDENCE
151 SEQUOIA A VENUE. CARLSBAD. CA.
APPROVED BY: ROBERT J. WOJCIK FOR
-J ~ -~ ~
CllY ENGINEER PE"23889 EXPIRES 12/31 /05
,._,b~'l ;DA
DWN BY: ALC PROJECT NO. DRAWING NO.
CHKD BY: -j-lr(
RVWD BY: ~ PDOJ-08 413-6A
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EROSION CONTROL NOTES
1. IN CASE EMERGENCY l+vRK IS REQUIRED, CONTACT CHRISTOPHER SWANSON AT
{949} 260-1900.
2. EQUIPMENT AND l+vRKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MA lFRIALS SHALL BE
STOCKPILED ON SllF AT CONVENIENT LOCATIONS TO FACILITA 7F RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO HORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROI/FD GRADING PLAN SHALL
BE INCORPORA TED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFlFR EACH RAINFALL.
10. ALL GRA I/FL BAGS SHALL BE BURLAP TYPE WITI-I J/4 INCH MINIMUM AGGREGRA TE.
11. SHOULD GERMINATlON OF HYDROSEEOED SLOPES FAIL TO PROVIDE EFFECTlVE COVERAGE
OF GRADED SLOPES (90% COVERAGE} PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH Si??AW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF Tl-IE DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND !RR/GA TION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTlON 212 OF THE STANDARD
SPECIF/CA TlONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
I. ALL SLOPES fflA T ARE GRADED 6: 1 (HORIZONTAL TO VERTlCAL} OR STFE:PER
WHEN THEY ARE-
o. l'HREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLA TlFR THAN 6: I WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST.·
o. NOT SCHEDULED FOR IMPROVEMENTS(CONSTlil.JCllON OR GENERAL
LANDSCAPING} Wl/'HIN 60 DAYS OF ROUGH GRADING.
b. IDENTlAED BY THE PARKS AND RECREA TlON DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION !DENT/RED BY THE CITY ENGINEER
THAT WARRANTS IMMED/,~ TE i??EA TMENT.
8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE Wl/'H THE FOLLOWING
CRITERIA:
C.
D.
E.
1. ALL SLOPES THAT ARE GRADED 6: I OR STFE:PER AND THAT ARE:
o. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITA TlON SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER 71-/AN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTlON-
Al SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS /'HAN 15: 1 SHALL BE IRRIGA TEO AS APPROVED BY THE CITY
ENGINEER. PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE !RR/CA .7/0N TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPEC/RC REGARDING THE NUMBERS, TYPES ANO COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3. /RR/GA 770N SHALL MAINTAIN THE MOISTl.lRE LEVEL OF THE SOIL AT THE
OP77MUM LEVEL FOR THE GROWTH OF THE HYOROSEEDED GROWTH.
HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
I. SEED MIX SHALL CONSIST OF NO LESS /'HAN:
o. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHIUEA MILLEFOLIA
"· 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW}
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,,., AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCA TlONS WHERE THE AREA BEING HYDROSEEDEO IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIOENTIAL STRUC71JRES.
h. ITEM o OF THIS SUBSECTTON MUST BE INOCULATED WITH A NITROGEN
RX/NG BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
,: ALL SEED MA lFRIALS SHALL BE TRANSPORlFD TO 77-IE JOBS/TE IN
UNOPENED CONTAINERS W!TH THE CALIFORNIA DEPARTMENT OF FOOD
AND ACRICUL Tl.IRE CER77FICA 770N TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC vcmNG AGENTS MA y BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETlON OF THE CONTRACTOR.
2. TYPE f MULCH APPLIED AT TT-1E RATE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 15 MULCH (STRAW} MAY BE SUBST771JTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED ABER MATERIAL. WHEN STRAW IS I.ISED IT MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
71-/E STRAW IN TO THE SOIL
J. FER77LIZER CONSIS77NG OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RAlF OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA 770N OF:
o. TRACK WALKING SLOPES SlFEPER THAN 6: 1
b. HARROWING AREAS 6: I OR FLATTER THAT ARE sumCIEN71. Y FRIABLE.
c. RIPPING AREAS TT-1A T W!L.L NOT BREAK UP USING ITEMS o OR b ABO!£
2. COND/lTONING THE SOILS SO THAT IT IS SUITABLE FOR PLAN77NG BY:
a. ADJUSlTNG TT-1E SURFACE' SOIL MOISTl.lRE TO PROVIDE A DAMP BUT NOT
SA Tl.IRA TED SEED BED.
b. /'HE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE COND/770NS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROW/'H UN77L
/'HE PROJECT IS PERMANEN71.Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UN77L THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
PUBLIC RIGHT-
OF-WA Y
O'MIN.
8" MIN.
PROFILE
EXISTING GROUND
_J_
T E1.N1
PUBLIC RIGHT-OF-WAY
PROVIDE APPROP. 1A TE TRANSl770N
BETWEEN STABILIZED CONSTRUC770N
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
STABII.JZED CONSTRUCTION ENTRANCE
1. SET POSTS AND EXCA VA TE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM ANO
ALONG THE LINE OF POSTS.
J. ATTACH THE ALTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
4. BACKRLL AND COMPACT THE
EXCA VA TED SOIL
SILT FENCE
RUNOFF
WATER WITH
SEDIMENT
I
SEDIMENT
,--WIRE SCREEN
; RL lFRED WA lFR
\ DROP INLET
WITH GRAlF
_I----CONCRETE BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
GRA I/EL BAGS 01/ERLAP
ONTO CURB-\
)
-----------~ ____ ..,,,.
/
RUNOFF
GAP BETWEEN BAG.S
ACTS AS SPILLWAY
J FT (0.9 M) MIN.
/'HREE LAYERS OF GRA I/EL BAGS
Wlll-l ENDS OVERLAPPED
GRAVEL BAGS
ENGINEER OF WORK
ALBERT L. CHERRY
REG. EXP. 3/31/05
R. C.E. 37980
9 IN. EARTHEN RIDGE
RLL SLOPE
MIN.
2 FT
UNI.JNED SWALE & BERM
6 IN (15 CM}
24 IN (61 CM)
j
~•x•=~ I
R..OW ► 24 IN (151 CM)
o l
(B)
L=DISTANCE SUCH /'HAT POINTS
A AND B ARE OF EQUAL ELEVA 770N
i~=--L B -iLU.Wkn§m,u ~rwi
-~
GRAVEL CHECK DAM
-
R..OW 4"-6" LOG.S
24"
LOG CHECK DAM
DAlF
c:~ CHERRY ENGINEERING
DATE INITIAL DATE
l:EGEND
DESCRIPTION OUANlTTY SYMBOL
STABILIZED CONSTRUC770N ENTRANCE 1 EA.
SILT FENCE
UNLINED SWALE &: BERM
D-75 LINED SWALE
y h
BLOCK-SCREEN-GRAVEL SILT BASIN ... ~
~ ' • , . -
LIMITS OF CLEARING &: GRADING
GRAVEL BAGS 8 EA. 00
PUNCHED STRAW VI VI VI VI
+ LOG CHECK DAM CXXXXXXXXXXXD
GRA VEL CHECK DAM
RIPRAP
HYDROSEED D • •
I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
EROSION CONTROL PLANS FOR:
FERA YORN/ RESIDENCE
151 SEQUOIA A VENUE. CARLSBAD, CA.
APPROVED BY: ROBERT J. WOJCIK FOR
/4,.£ ..,..,W vr~
CITY ENGINEER -23889 ~ES 12/31/05
/~t-/e'3
DAfE
DWN BY: ALC PROJECT NO. INITlAL DATE INITIAL
a,/4,-/,~ 12721 Poway Road, Poway, CA 92064
Ph (858) 679-3410 Fox (858) 679-3416 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CHKD BY:~
RVWD BY: I PDOJ-08
I DRAWING NO.
41J-6A
PATE:.
·102203
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CENTERLINE
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SCALE: I• -10'
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m:?RK TQ B£ DONE
DESCRIPTION
STAB/l/ZEO CONSITIUC710V £NITIANCE:
CRA 1£2 8A(; 8AMl£R/CHE:CK OAII
Sll T FENCE {LINEAR SEOIUENT BARRIER}
.
STD om;: NO.
SH/IT J
SH/IT J
SHEET J
CITY
StyBQL
=
• •
OF CARLSBAD I SH~ET I
ENGINEERING DEPARTMENT
£ROS/ON CONTROL PLANS FOR:
I SH~ETS I
FERA YORN/ RESIDENCE
151 SEQUOIA A VENUE. CARLSBAD, CA,
t ~ ~ ·" 0 !
5 CHERRY ENGINEERING l~
APPROVED BY: ROBERT J. WOJCIK FOR
~vP'~ l~(:(10:J ~ 23BB9 ~s 12/31/05
DWN BY: ALC PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL ~z~~: r/4 12721 Poway Road, Poway, CA 92064 1;
.._ _________________________________ ...J..J:~;:::::M~::::;c;;;;c;.:::~~~rs::::::;;_ ____ :2.£.1!:t+.~e~'-L.....J_....:.o __ ....:.'o:__ __ 2:.:o~--P-h~(:_8_5s..'..)_6_7_9_-.:_34_1_o_F.:_ox~(S:_:5_:8.:_)_:6_79::_-_:3:_4.:_16:_::===~====================:::::=:=:=:=:::::::=:=:=:=:=:=::==:=:=:~Ji I I CHKD BY: :Tu[
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY AFPROVAL RVWD BY: :lvL PDOJ-08 413-6A
10ZZ03