HomeMy WebLinkAboutDWG 417-5A; RP 02-02; KENT JESSEE OFFICE BUILDING; 01-04----------------------------·----------------------------------------------------.::c. w
ORADIN1 .1 NOTES
(IN NJ0/710N TO 7liE /l!QIJ/frO,fENTS OF CHAf':6? 15.16 OF 7liE
CA!i..SBAO MUNICIPAL CODE.}
1. THIS I-LAN SUPERSECES ALL OTHER PlANS PREVIOIJSL Y APPf/O'ff:O BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSE'N OR WAl'ff: ANY PORTION OF TH£
CARLSBAD MlJN!CIPAl CODE, RESOLU710N OF CON0/710NAL APPROVAL, CITY
STANDARDS OR OTHER AOO/llONAL OOCUMDITS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PlANS WHEN NON-CONFORMANCE IS Of~ CO'ff:RED.
.J. CITY APPROVAL OF PLANS DOES NOT REUE'ff: THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS
0/SCO'ff:REO OUR/NG CONSTRUC710N. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
~-A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER MLL BE REQUIRED FO." ANY
WORK IN TH£ PUBLIC RIGHT OF WA Y. Pf/lOR TO PERMIT ISSUANCt; A
CERT/FICA TE OF U,.ISURANCE MUST BE FILLO NAM/NC THE CITY OF CARLSBAD AS
AN A00/710NAL INSURED ON THE PERMITTEE'S POLICY IN 7HE MINIMUM AMOUNT
OF lt,000.000.00 FOR EACH OCCURRENCE OF I/ABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HA~ A RA I/NC OF "A• ANO A SIZE
CA TECORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RA 71NC (lU/0£
5 UNLESS EXEMPTED BY SEC710N J01.(b}5 OF THE UNIFORM BU/LO/NC CODE,
RETAIN/NC WALLS OIJTSIDE OF PUBLIC RIGHT OF WAY REOIJIRE SEPARATE
, ,€RM/TS FR()l,f THE BU/LO/NC DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UN71L ALL PERMITS HA 'ff: BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE YTY ENGINFIR DOES NOT AU71-/0R/ZE ANY
WORK OR GRAD/NC TO BE PERFORMED UN71L THE PROPERTY OWNER's PERM/5'5/0N
HAS BEEN OBTAINED ANO A VALID GRAOINC PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE T'! lliESE PLANS WfT'HOUT 7liE 111?/TTEN APPR:JVAL
OF lliE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON TH£
APPROPRIATE •7 lfET OF THE PLANS AND THE 7111.E SHEET.
9. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF "THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. lliE ORIGINAL ORA MNC SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
qy 71-11· ENGINEER-OF-IWJRK PRIOR TO FINAL ACCEPTANCE OF THE IKJRK BY TH£ ·"'T',
II. lt:CESS t'OR Fll?E ,,;,:J OlliER EMER'JENCY 'IFHICLES SHALL BE MAINTAINED TO
THE PROJECT S!TF: AT Ai.' 71UES DURING CONSTRUC710N.
12. Wl£'rr TRENCHES ARE W'71-/IN vYTY EASEMENTS, A SOILS REPORT COMPf//SEO
OF· (A) ~VMMARY SHEE,: (8) LABORATORY l+t\l'K SHEETS AND (C} COMPAC710N
c:JRVES, SH 'LL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIF&·.1 . PRINCIPAi LY DO/NC BUSINES'S IN :rHE FIELD OF APPLIED SOILS
AIEC/ i/l//CS. lliE OOJL~ REPORT WLL BE SUBMITTED TO THE CITY ENC/NEER/NC
WSl'f!, TOR Y,1lli/N l)ft'.) WORK/NC OA rs u~ r,,~-COMPLE710N OF FJELD TESTS.
'J. A SOILS C'?UPAC710N REPN?T ANO CO/,IPL/A;NCE VER!FICA710N REGARD/NC
◄OHERENCE TO RECOMUENDA l'"'I~ OU'7./NEO IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF,. BUILDING PERl,//T. ALL l.WTROLLED GRAD/NC
SHA/.: BE DONE UNDER THE IJIREC710N OF A PROFESSIONAL ENC/NEER OF T'-/E
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN lliF FlELO OF APPLIED
SOILS ME'CHANICS. ALL FILL OR FU17JRE FILL AREAS SHALL 3E CONSll?UCTEO IN
4r:COROANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CA 710NS AND lliE
ART'i"(JRK S'EC/FICA 710NC: • ATTACHED TO THE PRELIMINARY SOILS
/N',f_'ST/C/1 ilON. DAil Y FIELD COMPAC770N REPORTS ltlLL BE SUBMITTED TO THE
PROJECT WSPECTOR.
I 4. A P8ECONSTfl11£710N 11£FTING SHALL BE HEW A T Tlif SITE PRIOR 112 TH£
8£&1NNING OF WQRK AND SHALL BE A TTFNDfD BY All RFPRESFNTA TIVFS
RESPONSIBLE FOR CONSTRUC710N, INSPECTION, SUPERVISION, TES71NC AND ALL
OTHI ·, ASPFCTS OF THE IIQRK THE CONTRACTOR SHALL SCHEDULE lliE MEE71NC
-/./RC'UGH ~E PERMIT CLERK (760} Af!J-J/1&1 AT LEAST FIVE(5) WORKING
.?A tc, PRIOR TO STAR71NG CONSTRUC710N. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDlil.fNC. THE GRADING PERMIT WILL BE PROVIDED BY
lliE ,~?OJECT INSPECIVR AT THE MEE71NC.
25. lliESE PLANS ,'RE SIJB.£CT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS: EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY
71-IE CITY ENC/NEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO
ORDERLY COND/710N. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A S/Tc APPRO'ff:O OF BY THE CITY ENGINEER.
?7. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTcO ANO/OR H'rDROSEEOEO
WITHIN TEN (10) DA rs OF THE 71ME WHEN EACH SLOPE IS BROUGHT TO CRAOE
AS SHOWN ON THE APPROVED GRAO/NG PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISH£.'O ON ALL SLOPES AND PADS AS R£OIJIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAW/NC NO. 417-5A AND/OR AS 0/RECTcO BY lliE CITY
ENGINEER OR PLANNING 0/RCCTOR.
29. TH£ OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COOROINA TE
lliE WORK OF THESE GRADING PLANS 117TH THAT Si/DWN ON BOTH THE LANDSCAPE
AND IRRICA TION PLANS AND THE IMPRO 'vFMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE Willi THE LANDSCAPE MANUAL 71ME REQUIREMENTS.
30. STORM ORA/N PIPE SHALL BE REINFORCED CONCRETE PIPE Willi A MINIMUM
0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, /JP TO 15" Pvt:' MAY BE
U71LIZED PROVIDED DEPlli IS LESS THAN 15 FEET ANO BACKFILLED WITH 3/~•
ROCK PER SDRSO S-4 TYPE ·c· AND PIPE MEETS ASTM STANDARD Jo34 FOR
SDI? 35 SOLID WALL PIP£
31. WHERE AN EXIS71NG PIPE LINE IS TO BE ABANDONED AS A RESUL T OF 7liE
GRAD/NC OPERA 710/II, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BU/LO/NC
OR STREET AREAS AND f!EPLACEO WITH PROPER£ Y COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMO~O AS APPROVED BY
THE CITY ENC/NEER.
32. TH£.' CONTRACTOR SHALL VERIFY THE LOCA 710N OF ALL EXISTING FACILITIES
(ABOVE GROIJND ANO UNDER GROUND) Wllli/N TH£ PROJECT SITE SUFFICIENT/. Y
AHEAD OF GRAD/NC TO PERM! T THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCA 710NS ARE IN CONFLICT Willi 7liE PROPOSED
WORK.
3.J. THE CONTRACTOR SHALL NOTIFY AFFECTED U71UTY COMPANIES {SEE BELOW) AT
LEAST 2 FULL WORKING OA rs Pf/lOR TO STARTING GRAD/NC NEAR THEIR
FACILl71ES ANO SHALL COORDINATE TH£ WORK ltlTH A COMPANY REPl?ESENTA 71v£
UNDERGROIJNO SEl?V/Ct ALERT
SDCM
S.8.C.
ADELPHIA CABLEVISION
CITY OF CARLSBAD(STREETS .t STORM DRAIN)
• CARLSBAD .lf/NIC/PAL WATER DISTRICT {SI+??, WTR, ,t RECL.
• SAN DIECIJITO WATER 0/STRICT
• LEUCAO/A WASTE WATER DISTRICT
• VALLEC!TOS WA 7DI 0/STRIC T
· Ol/VENHAIN WATER DISTRICT
• BUENA SAN/TA 710N DISTRICT
ltlS APPROPRIA TE
3-f.. PERMIT COMPLIANCE REOIJ!R£.lfENTS.·
(800)422-4133
(800)660-73"3
{800)892-0123
(760)438-7741
(760)434-2980
WTR) {76w438-2722 (760 633-2650
(760 753-0155
(760)744-0460
(760)753-6466
(760)726-1340
A. FOR CONTROLL.f_D_fi8_ADlNC-THE APPLICANT HIRES A CIVIL ENC/NEER,
SOILS ENC/NEER, ANO/OR GEOLOGIST TO GIVE TcCHNICAL ADVICE,
OBSER'tf AND CONll?OL THE WORK IN PROGRESS /15. 16.120A, 8/
CARLSBAD MUNICIPAL COO£
8. PRIOR TO ANAL APPROVAL OF A GRADING P£R.lf/T-lli£.' FOI.LOWNC
REPORTS MUST BE SUBMITTED TO THE CITY ENC/NEER VIA lliE
PROJECT INSPECTOR {1516.120A.90/ CARLSBAD MUNICIPAL CODE:
SPECIAL NOTES
THE FOLLOWING NOTES ARE PROVIDED ro Gl'VE OIREC710NS n, lliE CONTRACn?R
BY THE ENGINEER OF WORK. THE CITY ENC/NEER's SIGNATURE ON THESE PLANS
DOES NOT CONS7117JTE APPROVAL OF ANY OF THESE NOTES. AND THE CITY WILL
NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT.
I. NE/71-{ER THE OWNER NOR THE ENC/NEER OF WORK WILL ENFORCE SAFETY MEASURES
OR RECIJLA710NS. Tl/£.' CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR
CONFORM/NC TO ALL LOCAL, STA TE AND F£.'D£RAL SAFETY AND HEAL TH STANDARDS.
LA H-S AND REGULA 710NS.
2. LOCATION ANO ELEVA710N OF !MPRO'ff:UENTS TO BE MET BY WORK TO BE DONE SHALL
BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUC710N OF NEW WORK.
.J. BEFORE EXCA VA 71NG FOR lli/S CONTRACT, VERIFY LOCA 71 OF UNDERGROUND U71Ll71ES.
lliE EXISTENCE AND LOCA 710N OF ANY UNDERGROUND 71LITY PIPES OR STRUC17JRES
SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM A 'VAil BLE RECORDS OliL v ANO MAY
NOT REFLECT ALL EXIS71NG UTIL/71ES. LOCA 710NS OF ALL EXIS71NC U71LITIES SHALL BE
CONFIRMED BY FIELD MEASUREMENTS BY CONTRACTOR PR/ TO CONSTl?UC710N OF WORK.
4. CONTRACTOR IS REQUIRED TO TAKE PRECAU710NARY M£.'ASURES TO PROTECT 71-IE U71LITY
LINES SHOWN HEREON AND ANY OTHER EXIS71NC LINES NOT OF /?ECORD OR SHO'Mv
ON lliESf PLANS.
5 WHERE 1/?ENCHES ARE ADJACENT TO FUTURE BUILD/NC SITES. SOILS REPORTS SHALL BE
SUBMITTED TO THE ENGINEER OF WORK BY A QUAL/F/£.'D SOILS ENC/NEER WHICH CER71F'f'
lliAT TRENCH BACKF/LL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN
ACCORDANCE Willi lliE ON-SITE EARTHWORK SPECIF/CA 710NS.
• AS DEFINED IN AND LIM/TEO IN SEC710N 6735.5 OF lliE BUSINESS ANO
PROFESSIONAL CODE OF CALIFORNIA.
6. SAFETY FENCES SHALL BE PROVIDED BY lliE CONTRACTOR WHERE REQUIRED BY lliE
CITY ENGINEER.
7. DUR/NC ACTIVE CONSTRUC710N, AREAS SHALL BE WA TEREO TO REDUCE FUGIT/~ OUST.
IJ. CONTRACTOR TO ADJUST ALL PROPOSED AND EXISTING FAC/l/Tl£S TO GRAD£
9. CONTRACTOR TO REMOVE/REPLACE/RELOCATE ALL EXISTING
FACIL/71ES REQUIRED TO INSTALL PROPOSED IMPRO'vFMENTS.
10. CONTRACTOR TO REMOVE/REPLA Cf/RELOCATE ANY LANDSCAPINC/HARDSCAPING WI-I/CH
CONFLICTS IN ANY WAY WITH THE INSTALLA 710N OR PROPER FUNC710NING OF 71-IE
PROPOSED IMPROVEMENTS.
II. ALL PROPOSED STORM DRAIN FAC/L/71ES ARE PR/VA TE UNLESS OTHERfffSE NO TED.
12. REFER TO ARCHtrccrs PLAN FOR HARDSCAPE LAYOIJT & SPECIF/CATIONS.
1.J. FOR LANDSCAPE AND /RR/GA 710N IMPROVEMENTS SEE PLAN FILE NO.
1-f.. lliE CONTRACTOR SHALL BE RESPONSIBLE FOR '.£1?/FY!NC THE QUAN7171ES SHOWN HEREON
AND BALANCING THE EARlliWORK ONS/TE. IF DISCREPANCIES ARISE, THE ENC/NEER OF WORK
SHALL PROV/OE AREAS OF ADJUSTMENT TO lliE CONTRACTOR. WHERE TRENCHES ARE Wllli/N
EASEMENTS, Sll?EETS, OR 10' OF ANY ANY BU/LO/NC, SOILS REPORT SHALL BE SUBMITTED TO
lliE ENC/NEER OF WORK BY A QUALIFIED SOILS ENC/NEER 117-f/CH IND/CA res THAT THE
TRENCH BAf.KFILL WAS COMPACTED UNDER THE OBSERVATION OF THE SOILS ENC/NEER AND
IN ACCORDANCE WITH lliE EARTHWORK SPECIF/CA 710NS.
15. TH£ CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES ARE BUILT IN
ACCORDANCE Willi THESE PLANS. IF THERE IS ANY QUES710N REGAROINC THESE PLANS OR
FIELD STAKliS. THE CONTRACTOR SHALL REQUEST AN INIDIPRETA 710N BEFORE DO/NC ANY
IIORK BY CALLING lliE ENG/NEEi? AT {858)376-34~4.
16. THE CONTRACTOR SHALL UNCOVER ALL U71L/71ES 7HAT MAYBE JOINED, CROSSED, OR
PARALLEL TO 'ff:RIFY BOlli HORIZONTAL ANO ~RT/CAL LOCA 710NS PRIOR TO ANY
CONSTRUC710N. ANY CONFLICT OR DISCREPANCY SHALL 8£.' BROUGHT TO lliE ENCINEER's
A TTEN710N PRIOR TO CONSTRUC710N. OlliERWISE THE CONTRACTOR ACCEPTS FULL
RESPONSIBILITY FOR ANY AD0/710NAL CONSTRUC710N OR RELOCA 710N COSTS.
17. lliE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCA 71NC, MAINTAIN/NC, RELOCA 71NC, AND OR
REMOVAL OF EX!S71NC U71U71£.'S.
Projt1cf ,itt1.
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WATER NOTES
DR
VICNTY MAP
I. WATER MAIN ANO APPURTENANCES SHALL BE CONSllWCTEO IN ACCORDANCE 1#71-1
THE "CARLSBAD RULES AND REGULA 710NS FOR THE CONSTRUC710N OF POTAB:.E
WATER MAINS -CARLSBAD MUNICIPAL WA 7DI 0/STl?!Cr, OCTOBER 1993 OR AS
AMENDED.
2. 71-1£ CONTl?ACTOR SHALL OBTAIN AN EXCAVA 710N PERU!T FROM THE DIVISION
OF INDUSTl?IAL SAFETY ANO PROVIDE PROOF OF OSHA NOT/FICA TION BEFORE ANY
EXCAVATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STA TE
CONSTl?UCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL ~S ON EXISTING C.M. W.O.
LINES. A PERMIT SHALL BE OBTA!N£.'O FROM lliE C.M, W.O. OFFICE ANO MUST
BE SIGNED ANO APPROVED BY DISTRICT ENC/NEER AND DISTRICT
SUPERINTcNOEN T.
,f., A PRECONSTRUC710N CONFERENCE MEE71NC SHALL 8£ HELD A MINIMUM OF 7
DA Y.S BEFORE CONSTl?UC710N BEGINS. Tl-IE CONTRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD ENC/NEER/NC INSPEC710N ,//J HOURS PRIOR TO BEGINNING
OF CONSTl?UCTION (TELEPHONE N0.[760] 438-3891} FOR SCHEDULING,
5. THE CONTRACTOR SHALL N071FY CITY OF CARLSBAD ENC/NEERING DEPARMNT
#1 HOURS PRIOR TO STARTING l+ORK SO THAT /NSPEC710N MAY BE PROV/0£0-
TEL NO. (760) 438-3891.
6. NO T/?£.'ES OR STRUCIIJRE:S SHALL BE ALLOWED IN THE WATER LINE EASEMENT.
ALL EXISTING TREES ANO S71VCIIJRES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF l+fJRK -ANY EXCEPTIONS SHALL R£'QIJIRE 111?/T7£N
PERMISSION FROM lliE 0/STl?/CT ENGINEER.
7. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF
Tl-IE ARE LINE LOCA TEO BETWEEN THE DETECTOR CHECK VAL~ ANO BUILDING
SHALL BE OETERMINEO BY THE CITY OF CARLSBAD FIRE MARSHAL.
8. ALL RECLAIMED WA TcR MAINS ANO APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH TH£.' 'CARLSBAD RECLAMATION RULES ANO /?£.'GULA 710NS FOR
Tl-IE CONSTl?UC710N OF RECLA/MEO WATER MAINS -CARLSBAD MUNICIPAL WATER
DISTl?!Cr, OCTOBER 1993 OR AS AMENDED.
9. ALL BURIED COPPER PIP/NC AND APPUl?TENANCES SHALL BE PROTECTcO BY
MEANS OF CA THOO/C PROTcCTION IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT ANO DEMONSTl?A TES THAT PROTEC710N CAN BE PERFORMED IN
ANOTHER MANNER, THE 0/STl?ICT ENC/NEER WILL CONSIDER AN ALTERNA71VE
FORM OF PROTEC710N
15. AI.L /NSPEC710N REQUESTS QTH£8 lliAN FOi' Pf?[:CONST1/UC710N AIEE71NC /#LL BE
IJN)• BY CAIi ING THF FNQNFF'RING 24 HOUR INSPECT/ON RFQIJEST /IN[ -AT
,_ U'~-,i89l INSPECTION REQUESTS MUST Bf RECEl'&Q PRIOR TO 2: OOJ'J.I.
ON lliE • ii Y BEFO/,'E THE INSPECTION IS NEEDED. INSPEC710NS Will BE MADE
(1) FINAL REPORT BY SUPERVISING GRAD/NC ENGINEER STA 71NG ALL
CRAO/NC IS COl,(PLETE. ALL EROSION CONTROL, SLOPE PLAN71NG
ANO /RR/GA 710N ARE INSTALLED IN CONFORMANCE WITH Cl TY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEER/NC DtPARTMENT}.
(2) AS-BUil T GRAD/NC PLAN. 18. THE CONTRACTOR SHALL REPLACE ALL OESlffOYfO OR DAMAGED SURFACE /UPRO'ff:UENT Wl71-1 -10. ALL POTABLE WA ID? SER'4CE:S SHALL 8£ 1• AND ALL POTABLE WATER METERS SHALL
(3) REPORT FRO!,( THE SOILS ENC/NEER, WHICH INCLUDES IMPROVEMENT EOIJAL OR SUPERIOR. BE 5/8" {UNLESS 071-lfRWISE NOTED ON PLANS}.
'HE NDI ;'/ORK OAYUNLESS 'fOU REOIJEST ()"£RWISE. REOIJESTS MADE AF/ER
2: 0(, P.M WILL ,i, ,<;CfJrDULED FOR 00 FULL H12RK DA rs LATER.
lb'. THt OWN;J/ ANO/Oh APPI.ICANT THROUGH TH£ lJt. ,n OPER ANO/DR CONTRACTOR
~I/AL '. SIGN, t:OA·~-7-,~7 11NO MAIN~:IN ALL SAf" TY DEVICES, INCLUDING
~h?.'?h, ,, ANO 'HALL [[ 'XXEL Y RESPONSIBLE FDR CONFORMING TO ALL LOCAL,
STA IE AND f'tJ,c!IAL SAFETY ANO HEALlli ST,1NDARDS, LAH-S AND R£GULA710NS.
17. IHE CONTRACTOR SHALL CONFORM TO LABOR CODE SEC710N 6705 BY SUBMITTING
A ,;,TAIL PLAN TO lliE CITY ENGINEER ANO/DR CONClRNED AGENCY SHOWING
. 'If{ DESIGN nF SHOR/NC, BRAC/Nil SLOP/NC OR OTHER PROVISIONS TO BE MADE
l,0 WORKER , .-«JTFC71()N FRO!,( lliE HAZARD OF CAVING GROUND DUR/NC THE
£XCA VA TION OF S, ":H TRENCH OR TRENCHES OR OUR/NG lliE PIPE INSTALLA 710N
THEREIN Tt'l~· PA1 'JUST BE PREPARED FC" JI! TRENCHES Fl'ff: FEET (5') OR
MORE .1A Dti1lli WO Al'PROVE'l BY lliE urr ["'l('NEER ANO/OR CONCERNEO
1GENC .' PRIOR 1V EXCA VA 'ION .. ..ILidE PLAN VAH/£5 FffOM 111£ SHORING S'fSTFU
STANDARDS E~ /"A8l/SHEO BY T/-1£ CONSTRUC710N SAFETY ORDERS, 71T/.£ 8 .
CBJ[:&_NIA AOl.i!N/$TRA 711£ COO[. THF f'LAN SHALi.. 8£ PREPARED BY i-
/J[GISTERED EM,/_, -~-RAT Tl-IE CONTRACWRS ... £XPENSF. A COPY OF lliE OSHA
E "1 VA 71()/-1 PERMIT MUST i!E SUBMITTED TO lliE INSPECTOR PRIOR TO t .,:AVA T/IW.
18. NC ii.AS71NG ~J.ALL BE PERFOHMED UNTIL A VALID 8LAS71NG PER/,1/T HAS BEEN
Ob T.◄/NED FRCMI THF ''TY OF CARLSBAD. Sl/8/,I/T APPUCA 7/0N FOR BLAS71NG
PENMIT /'£LL IN i ·VANCE OF THE SCfl,:?Ul/NG OF BLAS71NC OPERA 710NS
19. . ,:NY ,<RCHA.'-?J.f; ·•CAL RES'''/1,CES ARE OISCOVE/ft.D WITHIN ANY WORK AR£.'A
iJi.'?INC CONSTHUf:l,OA: OPER,.J, 7IONS ML!. CEASE IMU£0/A TEL Y. AND THE
PERMITTcE WfLL N071FY lliE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UN71L THE PLi<.lflTTEE HAS RECEl'tf:D M?ITTEN AUlliORITY FRO!,( lliE CITY
ENC/NEE~ TO DO S?.
20. ALL OPERATIONS CONOUCTcD ON lli~-SITc OR ADJACENT THERETO, INCLUO/NG
WARMING UP, REPAIR, ARRIVAL, DEPART/JR£ OR OP£.'RA 710N OF TRUCl(S,
EARiHMOI/INC' EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OlliER ASSOC/A TEO
GRA['{NC EQUIPMENT SHALL BE LIMITED TO THE PERIOD BET'MEN 7:00 A.It/. ANO
SUNSl:T EACH DAY. MONDAY lliPU FRIDAY AND NO EARTHMOVING OR GRADING
OPE~., !IONS SHA~' BE CONOUCrED ON WEEKENDS OR HOLIOA r.s: {A LIST OF CITY
!.'OLIDA rs IS AVAILABLE AT lli£.' ENGINEERING DEPARTMENT COUNTER.)
21. ALL ,JfF-S/7E HAUL ROI/TES SHALL 8£ SUiJMITTfO BY Tit£ CONTRACTOR JQ TH£
r1TY £NGl!f_E£8 FQR~£{'1?0VAL TW FULL WORK/NC OA rs PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATER/Al SHALL BE OBTAINED FROM, AND WASTE MA Tl:RIAL SHALL BE
DEPOSITED AT, A S!TE APPROVED BY lliE CITY ENC/NEEi?. THE CQNT8ACTOR
SHALL BE_J?ESf>ONSIBL£ FOR ANY DE1JR/S ORJMl,fAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESIJLT OF THE GRAD/NC OPERA710N.
23. BRll'>H SHALL BE R£.'MOVEO ONLY MTHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON lliE PLAN.
24. ALL AREAS ':'/ALL BE GRADED TO DRAIN. GRADING RESUL 71NC IN THE PONO/NG OF
WATER IS NOT PERMITTED. ALL EARlliEN SWALES ANO DITCHES SHALL HA VE A
w!INIUIIM ONE PERvENT SLOPE.
CONTRACTOP'r.t II.IOTE
RECOMMENDED SOIL BEAR/NC CAPACl71ES, A STATEMENT AS TO
THE EXPANSI~ QUALITY OF lliE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY lliF SOILS ENGIN££.'l? 71-/AT THE
GRADING WAS DONE IN ACCORDANCE 117TH lliE REQUIREMENTS ANO
RECOM.lfENDA 710NS OIJT/.!NED IN lliE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(,I) REPORT Wllli AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY 71-/E
CITY.
35 UNLESS A GRADING PERMIT FOR THIS Pf/OJECT IS ISSUED Wllli!N ONE (I}
YEAR AFTER THE CITY ENGINEER's APPROVAL, TH£SE PLANS MA Y BE REOIJIRED
TO BE l?ESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REP OR TS 71TL£0: •uM!TEO SITE INVES71GA 710N, PROPOSED COMMERCIAL
BUILJINC SITE' PREPARED BY EAST COUNTY SOIL CONSULTA710N ANO ENC/NEERING,
INC. DA TED FEBRUARY 13. 2001, AND "LIMITED SITE INVES71CA 710N UPOA TE,
PROPOSED C()l,(MERICAL BUILD/NC SITE" PREPARED BY EAST COUNTY SOIL
CONSUL TA TION AND ENCINFIRINC, INC. DA TED DECEJIB£.'R 12, 2003 SHALL 8£.'
CONSIDERED AS A PART OF lli/S GRADING PERMIT.
ALL GRAD/NC SHALL BE DONE IN ACCORDANCE WITH lliE RECOMMENOA 710NS
SPECIF/CA 710NS CONTAINED IN SAID SOILS REPORTS.
1 E~L DESCRIPTION
PORTION OF !OT -f.ll OF MAP No. 1722.
SOILS ENGINEER'S CERTIFICATE
I, UAMADOU SAL/OU DIALLO , A REGISTERED"'ClVIL -.
PROJECT LOCA llON
THIS PROJECT IS LOCATED Wllli/N ASSESSORS PARCEL NUUBER(S)
230-110-29
71-{E CALIFORNIA COORD/NA TE INDEX OF lli/S PROJECT IS:
N 2. oo~. ooo t: 6,222. ooo
OWNER/DEVELOPER
llflLIAM KENT JESSEE
2075 CORTE DEL NOGLE, sure S
CARLSBAD, CA 92009
TEL: (760} 918-9630
OWNER'S CERTIFICATE
I (It!') HEREBY CER71FY Tl/AT A REC/STEl?EO SOILS ENC/NEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRAD/NC AC71VITY AND ADVISE ON THE CO.lfPAC710N ANO STABILITY OF
lli/S SITE.
I
ME DATE 1
'OECLAR TION OF RESPQNSIEII F CHARGE'
I HEREBY DECLARE THAT I AM THE ENC/NEER OF WORK FOR THIS PROJECT, lliA T I
ENGINEER OF "THE STA TE OF CALIFORNIA, PR/NC/PALLY DO/NC BU5!l'IFSS
IN THE FlELO OF APPLIED SOILS MECHANICS, HEREBY CER71FY THAT A
SAMPLING AND S17JOY OF THE SOIL COND/llONS PREVALENT WITHIN 71-{/S
SITE WAS MADE BY !.(£ OR UNDER UY DIREC710N, PER SOILS REPORT OA TEO
FEBRUARY 13. 2001.
" " . , " \1\11;11 ~. {)), , ,lt 4 ·::, .
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF 71-{E PROJECT AS omNED
IN S£C710N 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT lliE DESIGN IS
CONS/STANT IWlli CURRENT STANDARDS.
711-V COPIES OF THE SOILS REPORT COMPILED FROM lli!S S17JOY, WITH UY
RECOMUENDA TIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENC/NEER.
SIGNED: )k. ... ~dJ:;.... ~ ~
MAMADOU SAL/OU 0/ALLO
R.C.£ NO.: _5_~0_7_1 ___________ _
DA TE.·
LICENSE EXP/RA 710N DA TE: 12,31-0,6
•Ito• ar
..... -11 • .,r
. tl'I~--.-'.'. .
I UNDERSTAND 7HAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICA710NS BY THE
CITY OF CARLSBAD DOES NOT REL/£~ ME, AS ENGINEER OF HORI(, OF UY
RESPONSIB/l/71ES FOR PROJECT DESIGN.
FIRM: PARTNERS PLA/f/-1/NC ANO ENGINEERING
ADDRESS.· 15938 BERNARDO CENTER OR/VE
SAN DIEGO, CA 9212 7 CITY, STA TE:---~------
TELEPHONE· (858)376-34.f.-l
B~~!}~~~~ DA TE.· S/z,y/4'f
BRENT C. MOORE
R.C.£ NO.: 59121 REC/STRA710N EXPIR ,i,770N DA Tc: 6-30-07
Construction c·· ..;Lor agreel!I that In occordance wl'.J·1 generally cccept .. , constructron
11. ALL WATER METER BOXES SHAU BE 1rxJO"x12• POL 'MER CONCRETE AS
MANUFACIIJREO BY ARUORCAST OR EQUAL.
12. MINIMUM SPACING BETWEEN POTABLE WATER LAIDIALS ANO SEi.fR S£R',fCES SHALL 8£
5 FEET. __
13. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH TlfE ANISHEO SURFACE
GRAD£
DRl>,INAOE NOTE
THE LOT DRAINAGE SHALL BE COLLECTED AT VA/?IOUS
LOCATIONS BY TRENCH DRAINS AND CONVEYED \1A PIPE TO
A SUMP PUMP KlTH BATTERY BACK-UP AND THEN PUMPED
TO CURB AND GUTTER IN JEFFERSON STREET.
TRENCH Dl?AINS SHALL BE CONSTRUCTED fllTH FOSSIL FILTERS
TO REMO'tf CONTAMINANTS PRIOR TO ENll?Y TO PUBLIC STREET.
BASIS OF BEARINGS
THE BASIS OF BEAR/NC FOR THIS PROJECT IS THE EASTERLY BOUNDARY
LINE OF LOT -f.8 ACCORD/NC TO R.O.S. 10619 l£ N34'29'00"W
BENCH MARK
ITTCRIPTION.· SCRIBED 'X' ON STREET LICHT BASE
LOCA 710N: S.£ CORNER INTERSEC710N OF LAGUNA
OR/VE AND STA TE STREET
flECORO FROM: CITY OF CARLSBAD
ELEVA 710N: -30,01 DA TUM.· M.S.L
REFERENCE DRAWINGS
146-8, R.O.S MAP NO. 10619, MAP 1722
SOURCE OF TOPOGRAPHY
EXIS71NC TOPO BASED ON FIELD SURVEY BY PARTNERS
ENGINEER/NC DA TED JANUARY 2002.
EARTHWORK QUANTITIES
CUT: 657 CUBIC YAl?DS
FILL: 265 CUBIC YARDS
EXPORT: 392 CUBIC YARDS
REMEDIAL: +/-725 Cl/8/C YARDS PENDING
FOIJNDA nON DESIGN
NOTE: REMEDIAL EARTHWORK KlLL NOT EXTEND BEYOND
PROJECT PROPERTY LINE. MINIMUM BUILDING SETBACK IS
5'-0" FROM PROPERTY LINE.
~roct!~es, co~~truct1M_ cor~ractor wlll be r~QI..Jlred to assume l!lole and complete responsibility for
Job $' · cond1t1ons dl,Hlll\; U.e c.:-urse of construction of the project, incluJing sofety of all persons
and property; that this requirement shall be made to apply continuously and not be limited to
normal working h:•Jrs, and construction contractor further agrees to defend, indemnify and hold
City of Ccrlsb1 d harrr,l::ss from any and all liobillty real or alleged, in connection with the
perf.::,rmance of work on this project, e><ceptlng liabir i:y arising from the sole negligence of City of
Cari ~bad profes,ional.
CELSOC
Consulting Engineers &
PARTNERS
Planning and Engineering CONSTRUCllON PRIORITY RANKING:
Land Surveyors of California
ENQINEER'P "40TE
CELSOC
IMl"ORT ANT NOTICE
Section 4216 of the Government
Code requires \hot o Dig Alert ldentificotion
Number be issued before a
"Permit to Excavate" will be valid.
ive 15938 Bernardo Center Dr
San Diego, CA. 92127
Ph. (858) 376-3444
Fax: (858) 376-3555
MEDIUM PRIORITY
CARLSBAD MUNICIPAL WATER DISTRICT
3!24 ~ 8CM. /i,~-1'1//LT
WORK TO BE DONE
lliE GRADING WORK SHALL CONSIST OF llir: CONST1/UC710N OF ALL CUTS AND FILLS,
REMEO/AL GRADING, ORA/NACE FACILITIES, t'l?OS!ON CONTROL FAC!LlllES, AND
PLAN71NC OF PERMANENT LANDSCAPING AND PREPARA 710N OF AS-BUil T GRAD/NC PLANS,
AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REl•UIREO ON THIS SET
OF PLANS ANO THE CITY STANDARDS, SPECIF/CATIONS, REQUIRE/EN TS, RESOLU710NS
AND ORDINANCES CITED ON THE~E PLANS
THE GRADING WORK SHA/.1 BE PERFORMED IN ACCORDANCE W/71-{ THE FOLLOMNC
DOCUMENTS, CURRENT AT lliE 71ME OF CONSTRUC710N, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
.J. THIS SET OF PLANS.
4. RESOLU710,; / RP 02-02 OA TED APRIL 8, 2003. DESIGN REVIEW BOARD RESOLU710N NO. 291 DA TEO
FEBRUARY 24, 200.J. HOUSING ANO REDE~lOPMENT COMMISSION RESOLUTION NO. 36+ DA TEO APRIL 1, 200.J.
5 THE STANDARD SPECIF/CA 710NS FOR PUBLIC WORKS CONSTRUC710N (GREEN BOOK) {CURRENT E0/710N}
6. SOILS REPORT AND RECOl,(MENOA 710NS BY EAST COUNTY SOIL CONSUL TA 710N AND ENC'C. INC.
DATED FEBRUARY 13, 2001. LIMITED SITE INVES71CA710N UPDATE BY EAST COIJNTY SOIL
CONSUL TA 710N AND ENC/NEERING, INC. OA TED DECEMBER 12, 200.J.
7. lliE SAN 0/ECO REGIONAL STANDARD DRAWINGS [CURRENT EDlllON] AND AS MAY BE UOD/FlED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMUNITY DEVELOPMENT PERMIT COND/llON DA TcD {N/A}.
9. ENVIRONUENTAL APPROVAL DOCUMENTS DA TEO (N/A).
10. STORM WATER MANAGEMENT PLAN (SWMP} FOR KENT JESSEE OFFICE BUILD/NC.
11. WA 7DI POLLU710N CONTROL PLAN (WPCP) FOR KENT JESSEE OFFICE BUILD/NC.
LEGEND
DESCRIPTION DWG.NO. SYMBOL QTY.
PROJECT BOUNDARY.
EXIST. SPOT ELEVA 710NS.
EXIST. CONTO/J/?.
---------
EXIST. TREES
EXIST. GAS MAIN
EXIST. SANITARY SEWER .t MANHOLE
EXIST. WA TcR. . . .
EXIST. WAIDI VALVE
EXIST. FIRE H'rDRANT ASSEMBLY
EXIST. CURB & CIJ TTER
EXIST. GAS SERVICE-.
EXIST. SEIID? LA IDIAL
EXIST. WATER SERVICE
PROP. CONTOIJf/. . .
· DA Yl..lGHT LIMITS.
0
PROP. STORM DRAIN (IJ"f'VC}(PVT} .....
PROP. CLEAN-OUT. .
. SD/ISO 0-,-60. . . .
SEE .DETAIL _SHT 2 .-------0
132 LF
1 EA
Pl?OP. TRENCH DRAIN
PROP. BU/LO/NC FOOTPRINT
PROP. FINISH FLOOR ELEVA 710N
PROP. TOP OF CURB ELEVA 710N.
PROP. PA ~MENT ELEVA 710N
PROP. TOP OF WALL ELEVA 710N.
PROP. FINISHED SURFACE ELEVATION
PROP. FINISHED GRADE ELEVA TION
PROP. CURB & CUTTER
PROP. CURB (PVT) .
PROP. PARKING STALLS (PVT) -
PROP. SIDEWALK.
PROP. AC PAV/NC-
PROP. O!i'l'ff:WA Y-
SAWCUT LINE
PROP. UASO!mY l?ETAININC WALL
-.SEE DETAIL SHT2
. . SORSD. C.-2
... SDRSO C-,f _
.SD8SO.G-7.
. (BY SEPARA lF: PERMIT} .
_J L,
FF-51.95,..___
J.C :f!.00
£ :fl QO.
~ ~
~ ,,.aa
jG 41.0>,
2 EA
5 LF
450 LF
125 SF
35 SF
PROP. 8• 00/JBLE _OETcCTOR CHECK VAL~ ASSY
120 LF
650SF
-------<~-@ 1 £A
PROP. TRENCH RESURFACING
PROP. SIDEWALK UNDERORAIN PIPE.
PROP. GRAVITY RETAIN/NC WALL (PVT) -
PROP. PCC PA 'ANG PVT).
_ SORSD (,-34C _
SDRSO D-27
SD8S.D.C-9.
(6~ f'CC W/.~• B.'.R_S_,. 18.' .0-C,) .
177707///7/1 .«J LF I--·-11 1 .~A
u2122222222122214 tUSF
~·"-j~~~L~A~'i'i{~V~)i"~' :C.~o.~~A~c;c.~11~s~s~11~o~L~t1~;$~-7~,-i'r1I n~~~:::. -~ / GA NOTE I. ACCESS AISLES 1CNED 117
NOTE.· OIJAN7171ES SHOWN HEREON ARE ES71MA TES FOR PERM!mNG PURPOSES ONLY ANO
ARE NOT TO BE USED FOR FINAL CONTRACTOR PAY QIJAN7171ES.
-or AJ'NING. ~PARTMENT APPROVAL "AS BUil T"
'i I l J • • ""..""I DATB:7 /7 /0'{ ~ f//1'/ot; \SIGNED)
IIICIIAIL J. BOLZIIILil!R, PLANNING DIRECTOR RCE" 5?12/ EXP. 6-Jp-Q7 DATE C&J\,;E I DATl!:1/7/0i ~)2~ -(SIG ~ _r/4/,, RICOmNDED BY: C 1--' \ Q t> 'lt.u, z
RINT NAYI! I SPE TO DATE
I r ~[ET I CITY OF CARIBBAD I SHEETS I . ENGINEERING DEPA,' -, ' 4-1 GRADING & EROSION CONTROL PLANS FOR:
KENT JESSEE OFFICE -El.DO
APPROVED LLOYD B. HUBBS ifp ~ ~ ,., --, ~-, . ,. v/2~~
DIRECTOR OF ~IC WORKS ~ 2380; EXPIRES 12/31/05° r~TE -
UNA1JTHORl:iED CHANGEc & USES: The engineer preparing
t~,e• e rlans wilr not be responsible for, or lloble fo;. unauthorized
chunges ,o or ust·• of these plans. All changes to the plans rnus\ be
in writing and mus" he ap~roved by the preparer of these plans.
Consulting Engineers &
Land Surveyors of California
For your Dig Alert I.D. Number Call
Underground Service Alert
TOU. FREE 1-800-422-4133 1 'iii OS Abl) 5W"' I AY"T1> l.ffdf•AH1 t C.Nr. • -.,. I _, ~ "'~ DWN BY: -I PROJECT NO. I DRAv.1NG NO.
Two working doys before you dig ROBERT J. WOJCIK DATE DATE INITIAL DATE INITIAL 'DA'fE j!qlTIAL
REVISION DESCRIPTION CHKD BY: ~ RP 02-02 DEPUTY CITY ENGINEER R.C.E. 33698 EXP. 8-30 06 ENGINEER OF WORK Oll-lER APPROVAL CITY APPROVAL RVWD BY: "-417-5A
___________________________________________________________ ...,.. ____________ __. ________ .... _ .. §
OVE"RF!.OW-
B"/'PASS
.S . .tANOARO FEA TURES:
I. f1L rER fflAME SHAU B£ MAO£ Of H.O.P.£., HIGH 0£NS/TY POI. 'YfflOP)1E:N£,
'Mllf AN A 1,£"/i'AGE THICKNESS Of 0. 1562.
2. INSE:f/TS ARE CONSTf/UCTFD USING NON-REACTIVE HIGH OENSl!Y POI. Ytllf)1ENE
PLASTIC 'MTI-I U. V. JNHIBI TORS.
.l TH€ EXTERIOR CAGE Of THE CART'RIOC£S SHALL 8£ MADE Of STAINLESS STEEL
TYPE JO-I, HAVING 006J GAUGE /IIFLOEO 1• Sl)(JARE OPENINGS.
4. FILTER MEO/A CARTRIDGES ARE EASILY REMO''EO FROM UNITS FOR EASY
MAINTLNANC£.
5. FILTER DESIGN REQUIRES STORM EVtNTS TO 8£ FIL TEREO TH!WIJGH MEO/A PAK.
THIS PREVENTS Fl.OW FROM 8"/'PASSING MEO/A PAK, WHICH FILTERS OUT
HtDfWCARBONS ANO OTHEJ? POLLUTANTS.
6. DISPOSABLE CARTRIDGE MEO/A PAK'S ARE CONSTRUCTED FROM OURABlE GEO-
TEXTILE fOL"/'PROPYI.ENE F,4RR/C.
7. ltlEOIA IS NON-HAZARDOUS, PER EPA ANO OSHA STANDAROS.
4 PLEAS£ REFER TO MANUFACTIJRE's RECOMMENOA TIONS FOR AN APPROVED
MA/Nlf:NANCE PROGRAM.
8
DETAIL:
REMOVABLE TOP FOR
MEO/A PAK ACCESS
A
TRITON TDAM'S
NO SCALE
SECITON Of 12" IETALL A.51!1n'ros
CEIIEN T OR PLASTIC Pl,
TOP OF -r-~~~ PA!'EMENT
10 ,e· 15
BACKFILL 10 TOP OF 1/8 8£NO
ltlTH I" MAXIMUM AGGREGATE'
12
12" CAST lf<ON GA TE CAP
11-/RE:ADEO LIO
560-C-J250
CONCRETE
i-----p,t: PIPE
sm. 1 /6 8£N[)
=:.::...c.->'!"'1 ci uSE ENO 'MTH ClA Y
CAP ~ GROUT IN PLACE
OR U::iE MECHANICAL JOINT PLUG
TY?E B
STORM DRAIN CLEANOUT
NO SCALE
13 5/e"
,, 1/2"
GATE CAP
(H•avy Duly)
-1
6"
REMOVABLE
MEO/A PAK
REMOVABLE
IIEOIA PAK
END ff
t
C
L
n n -I
' l
D
_J_
f-ol ·------10•+~-----
I 24 I . .
-------'12"[305mm 1------, 4"[102mm]
MIN.
9-1 /4"[235mm, 1----+---,..--------~
ll• _, •
. .
• f . . . .
. ' . . . . . . . . . : . . ~· ' .. ~ . . "' . ·-4 •
... . . .. . . . .
. . ..
. :·~,; . ., .. ·-._ ~.
Z-812 X-SECTION
. ... . .
. .
INV RT
4"(10 mm]
MIN.
DETAIL: ZURN PRODUCTS Z812 12" FLO-THRU DRAIN
I I
NO SCALE
PARTNERS
Planning and Engineering
15938 Bernardo Center Drive
San Diego, CA. 92127
Ph. (858) 376-3444
Fax: (858) 376-3555
BRENT C MOORE R.CE. 59121
MY R£GISTRA noN EXPt~ES 6-J0-07
OATE -,f7,• IICM
DATE INITIAL
ENGINEER Of WORK
"AS BUil T"
~~ . 'f.L 1.t/-.-
RCE ~Vt/ EXP. ,-Jo•O! DATE
REVI / .//2 /~ r/..,/4,
INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD [SH~TS]
ENGINEERING DEPARlMENT
DET AlIS FOR:
KENT JESSEE OFFICE Bl...00 1
--·= APPROVED LLOYD B. HUBBS , Y ---~
d.,. -~• . . r-l~-'
DIRECTOR OF P UC WORKW PE 23889 EXPIRES 12/31/:--ATE I
_.:S: A~ -"V11_T DWN BY:
I
PROJECT NO. ]' DRAWING NO. DATE INITIAL DATE INITIAL CHKD clY: ~ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: J~ RP 02-02 417-511
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P£R SDRSlJ G-1
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DRAINS TO PARKING
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" OVERHF:AD ....
❖ STOR ·g,.
•
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UF---9.5' --,r--8.5' ...,....,,.._
BLOG. IMITS
--OVERH._ ~O" -~-
~ !ff ~:
EJ/IST llt:W ffNC£ TD 8£ R€MOVED
AND REPI.ACEO IN K1NO AS NFCESSRY
TD CONSTRUCT fWOPOSEl) SIT;
RETAINING WALL
St£ L£TTFR OF P£RIJISS/ON
DAT£: .llJ/JE: 15, too,+
VARIES
,------4• PtRFORA7FO TIL/; DRAIN
(PERFORATIONS DOWN)
Rl-"C~~;------GRA\,FL 2/J HDGHT OF WALL
';" (RETAINING PORTION ONLY)
iffi/ iffi/fi=
SECTION A-A
N. T.S.
..._,___KEY
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2' TYPE: ,I' GRA lifTY
RETAINING WALL P£R
SDRSD C-9 W/ 12•
£XPOSEO FACE
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N. T.S.
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/OR PARKING STALL HOl?IZONTAL
CONTRCl SEE ARCH/TrCTIJRAL
SIT; Pl.AN ,o .S:
I?.~
FLEC
/'"'"
\
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'. ,.•
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CONSTRUCTION P'AIORfTY RANKING•
MEDIUM PRIORITY
-KEY
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..... dJNTT?ACTO/'{SlfAll Rt.i/01£ t
POR110N OF THf £A1STING lfAW
(N£AR£ST COIJPJ.ING ro NE'Al?fST
COUPLING} ANDi INSTALL N£.W'
12· PIC MAIN W/ ACP-P I
ADAPTVHS AT 80111 ENOS
SATISFACTION CITY
;·-=7 ... _
V'; ;
' '
' '"
C
I..,
CONSTRUCTION NOTES
(f) 12' WI[)£ TRENCH DRAIN (ZURN IND/JSrR!tS IIODE1. NO. Z-812
DR EO/JIVAL£NT) RTTEO lf/71{ TlllTON TTJ Rlllli' FDR WATrR
QUALi TY PURPOSES. SEE DETAIL SHEET 2.
STORM DRAIN Cl.£ANOIJT P£R DETAIL SHEET 2.
M'T Jlf'LL RTTm WTH SUMP PUMP ro CONVEr S1'0IIM ""IFN
IWNOFF TO .£/TE/?SON STR££T Cl/RB TO Bt CONSTR/JCTrO
P£R SEPARA Tr BUllJ)ING P£Rl,IIT. SEE PLIJIIBING PLANS
INCi.UDE[) IHTH BU/l/)/NG ARCH/Tr:CTIJRAL PLANS FOR D£TAILS.
3• P.C SCH{[)UL£ 40 CtJ/.1,f/i'T. (SEE P/./JIIBING Pl.ANS INC!./JOlD
#t11/ TH£ BU/L/)/NG ARCfHTrCTIJRAL PLANS)
PROPOSED TlfANSFO/WER LOCATION.
RfJIOVE EXIST DRIVEWA r APRON.
140'. '5£/tfR LATrRAl W/ Cl.£,
£XIST 5/8" WA /Eli' . AO[) BACKfl.OW PREVENll7i'
ASSEIIBL Y (SIZE TO BE DET£Rl,f/N£0}
(!) 10• P.C SDR-J5 CUL l,fli'T.
@) SIDEWALK
® PARKING LOT PA VEl,f,NT,/1)HIVEWA r m-mr
(6" CONCl?ETr W/ / 3 BARS O 1/J' ac. PEif S0/1.S REPORT)
@ COMPACT PARKING SPACE (T'r'P)
@ AC PA V£/IENT PATCH (1' ltl0£) ALON!: SA llt",'//T LIN£ W,.1N
.EffERSON STREET
C C()l,(pACT PARKING SPAC£
NOTE:
MT IIEI.L ANO SUMP TV BE CONSTR/JCTrO
PER SEPARATE 8/JILOING PERMIT
0 5 ,0 20
GRAPHICAL SCALE
PARTNER.:,
Planning and Engineering
15938 Bernardo Center Drive
San Diego, CA. 92127
Ph. (858) 376-3444
Fax: (858) J76-3555
8/?tNT C. MOORE R.C.£ 59121
UY R£G/STRA nON EXPIRES 6-30-07
JO
[)AT;
"AS BUil T"
~ 'll1Vo~ __
Ra: ,9121 EXP. k-!0-07 DATE t------------7
d,:l~-~C--
1NsPEcroR D.~ TE ------
l---t---+------------1--~1---;---t---i I SH!ET I CITY OF CARL.:,tiAD I SHF:-,
::=="=::'...::=:::::E::::N:::Gl::::N::EE:::R:::IN::::G=:DE::P::::A::::R:::TM:::E::N:::::T==:~== .. ~
GRADING PLANS FOR:
KENT JESSEE OFFICE BLOO
1----1--+---------------~---t---t----t--; :...A-:-':P:=.:P:=::R=:=o;::;vE==o:==;L=:=Lo='ro~==s=. ':cH;::;uB=:~==s,=1:.=r:=:.=========~ I
4. < re~ 1-~;e ii{ z/.rll/1&'/
DA Tt INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHE~ APPROVAL
, I
CITY APPROVAL
DIRECTOR OF Pu!t'.lc WORKS '!IE 23889 EXPIRES 12 31 0511m -
DWN BY: ---~-CHKD BY:4AJ)
RVWD BY:'~!L
PROJECT NO.
RP 02-02
l[DRAWING NO.
417-5A
. . 0
=E
w C)
0~ -....
,Ilia .......
I (JI
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_...,511. T fE'NCE • P ,A. {T)1>f_
SE£ OCTA!t. THIS SHE!T ',,
FOR PLACEM£NT
r+ ~!F'~F·;J':, ===,:=·~
I :I \'"
SILT FENCE ti P ,A. {T'tP ~
SE£ DETAIL THIS SHEET G s0 ,
f'OR PLACEMENT · /
,0'
. ·2o I .
\cij '
' " -.
I) '. ?;f /.~
" "'' <s
I. SET POST'S ANO EXCAVATE A
4 BY 4 H, {10 BY 10 CM)
TRENCH UPSLOPE FROM AW
ALONG THE LINE OF POSTS. 2. STAPLE #llfE FENCING TO
THE POSTS.
-------
J. , ! TT◄CH THE f1I. TE!f FABRIC TO
TH,: WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
4. BACKFILL ANO COMPACT THE
EXCA VA TED SOIL
S/lT fl.NC(
PRFFABPICA TED S/l l'TNCE MA '/9£ usm IN
LIEIJ OF IN PL,iCE CONSTRIJCTION.
EROSION CfMTRa NOTC$
1. IN CASE EMERGENC, MJRI( IS REQIJ!HEl),CONTACT 'lfRRY ARN[TT f 75:A CONTRACT/NG. INC.
(PHONE NI 'Mr. C'?) (858) '61-3672
2. EOUIP/ffN T Ar/0 WORKERS r .fi~"-:EM.:"':ER='c.'=EM-C-:-Y-Ht1R.----'K-SH.~'ALL 8£ MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASC'I. ALL NECESSARY MATE!?IALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCA TTONS TO FACILITATE RAPID
CONSTRUCl/ON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DE'IICES SHOWN ON PLANS SHALL NOT BE MOVEO OR MODIFIED YlfTHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4-THE CONTRACTOR SHALL RESTORE ALL mostoN CON'TfKJL OEWC£S ro tKmKING OROEH
TO THE SA 7/SFACTION OF THE CITY ENGINEER AFl'F:R EACH RUN-OFF PROO/JC/NG RAINFAI.L
5. THE UJNTRACTOR SHALL INS/. ,LL Al){)/7/a{AL £ffOS/ON CONTROL MEASU/?£S AS MAY BE
REQIJ/HEI) BY THE CITY ENGINEER DUE TO IJNCa.lPLETED GRADING OPERA 7/0NS DR
UNFORESEEN Cll?CIJMSTANCES Y,1,//CH MA Y ARISE.
6. THE CONTRACTOR >HALL BE RESPONSIBLE AND SHALL TAKE NECf.5'SA!f'I' PMCA/J.'fl()NS T(J
PREVENT PIJBLIC TRESPASS ONTO AREAS WI-IERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
~ ALL EROSION CONTROL MEASURES PRO'IIDEO PER THE APPROVEO GRADING PLAN SHAU
BE INCORPORA TEO HEREON.
lJ. GRADED ARLAS AROUND THE PROJECT PERIM£TER MUST DRAIN AWAY FROM THE FACE OF
SL OPE A T THE CONCLIJSION OF EA CH WORKING DA Y.
9. AU 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 {401'}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
Ta ALL GRAVEL B◄GS SHALL BE BURLAP T'tP£: WITH 3/4 INCH It/IN/MUM AG(;f?EGRA TE.
11. SHOULD GERM/NATION OF HYDROSE£DEO SLOPES FAIL TO PROVIDE EFFECl/VE COlfn'AGE
OF GRADED SLOPES (90Jf COVERAGE} PRIOR TO NO'IEMBER 15, TH£ SLOPES SHALL BE
STABILIZED BY PIJNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPAR7MENT OF CONSERVA 7/0N.
STA TE OF CALIFORNIA. '
12. MOVIDE VELOCITY r'HECK DAMS IN All STREET AREAS PAVED OR IJNPA'IED AT
THE INTER' '.◄LS /NO/CA TED BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED
OF SANDBAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY
THE CITY tNGINEER, ANO SHALL EXTEND COMPLETELY ACROSS THE STREET OR
CHANNEL AT RIGHT ANGLES TO THE CENTER LINE. EARTH MAY NOT BE USED AS
'IELOC.'TY C/,'f:'¾ JAMS:
G.f/AOE OF ~TREET
LESS THAN 2. OJf
2Jf -4Jf
-'X -6X
t:1-10X
OVER 10•
INl'F:RVAL
AS REOIJ/HEI)
100 FFET
50 FEET
50 FEET
25 FEET
N/Jfrl8£R OF
BAGS HIGH
1
1
2
2
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,/
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'
FT =53.34
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<(
Cr:::
Cl
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l
I (,
NOi'[: CATCH BASINS, OES/l 7/NG BASINS, SAND BAGS, CHECK DAMS AND
STORM DRAIN SYSIFMS SHALL BE INSTALLED TO THE SA 7/SFACTION
OF THE CITY ENGINEER. THES£ FA Cll/7/ES SHALL BE CLEANED ON
A R£GULAR BASIS, KEPT FREE OF SOIL ACCUMIJLA 7/0N.
~l;V Flf?ST ltOW OF GRAITTBAGS
HALF DEPTH
~OPENING AT INLET
~ FIR§! ROW OF G.f/A 'IELBAGS HALF DEP
BAG EMBEIJO/NG DETAIL
LEGOID:
D£SCRIP170N
STABILIZED CONST. ENTRANCE
GRAVELBAGS
SILT FENCE
S'IM80l.
o=■=c:x::>cc:co
-x---x-
QTY.
I EA
100 EA
465 LF
CONSTRUCTION PRIORITY RANKING:
MEDIUM PRIORITY
---
C
VAN
[5)
J_c
Sil T FENCE • P ,A. (T'fP)
SEE DETAIL THIS SHEET
FOR PLACEMENT
E
ELEC
\.
\ \
NOTE.·
.............. i
\
THIS 'f!rENCH ORAIN llft.L BE CONSTHIJCTED Af'TcH
THE STABILIZED CONSTRUCT/ON ENTRANCE HAS BEEN
REUOVEO.
AOO/TIONAl EROSION CONTROL NOTES
1. CONTRACTOR TO PROV/OE CONSTRIJCTION FENCE ALONG EN711?£ PERIMETER OF THE
CONSTRIJCTION AREA INCL/JO/NG ALL CONSTRUCTION STORAGE: AREAS:
2. CONTRACTOR TD Kt£/' AN /JP-TO-DA TE COPY OF THE PROJ:CT WA T£R
P'Oll/JTION CONTROL PLAN (WPCP) ON SITE AT All 'TIMES ANO SHALL
COMP/. Y WITH ALL ELEMENl'S OF THE WPCP INCLUDING All CONSTRIJCTION BMP
CIJT SHEETS FROM THE CIJRRENT VERSION OF THE CAL TRANS CONSTRUCTION SITE
BMP MANUAL CONTRACTOR TO IDENTIFY ON THE WPCP SITE PLAN THE SITE
LOCA 7/0N FOR CONSTRIJCTION BMP's NS-8 THRU 10, W-1, WA/-8 &c IIM-9 TO
THE SA 7/SFACTION OF THE CITY ENGINEER.
50' MIN.
I
PUBLIC
R-0-W
0 5
GFIAPHICAL SCALE
r -, . ---·------i
'181PORARY EROSION CONTRa
PLANTING ANO /RR/GA TION
ALL PERMANENT AND TEMPORARY EROSION CONTROi.. PLANTING AND /RR/GA TION SHALL BE
INSTALLED ANO MAINTAINED AS REQIJIRED IN S£Cl/ON 212 OF THE STANDARD
SPECIF/CA 7/0NS AND THE FOLLOWING:
A. H YDROSEED!NG SHALL BE APPLIED TO:
I. ALL SLOPES THAT ARE GRADED 6: 1 {HORIZONTAL TO lfn'TICAL) OR STEf:P£1?
WHEN THEY ARE:
2.
a. THREE FEET OR MOR£ IN HEIGHT ANO ADJACENT TO A PtllJLIC IIMLL Off
STREET.
b. All SLOP!S 4 F!ET DR MORE IN HEIGHT.
AREAS GRADED FLA TTFR THAN 6: 1 WHEN ANY OF THE f'OI.LOWfNC CONDITIONS
EXIST.·
a. NOT SCH£DIJLED FOR IAIPROVEMENl'S(CONSTRIJCTION OR GENERAL
LANDSCAPING} WITHIN 60 DA Y.S OF ROIJGH GRADING.
I :~ 1 t.-1. !/'2 1 v-tre
-·-···--·-----'--1
b. /0£N71FIEO BY ll-lE PARKS AND RECREA 7/0N DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
. 8.
C.
o.
E.
c. HA VE ANY SPECIAL CONDITION /0£Nl/FIEO BY rHE CITY ENGINEER
THAT WARRANl'S IMMEO/A TE TREA lMENT.
HYDROSEEOEO AREAS SHALL BE IRRIGATED IN ACCORDANCE l'flrH THE FOi.LOWiNG
CRITERIA:
I. ALL SLOPES THAT ARE GRAOtO 6: 1 OR STEEPER ANO THAT ARE:
2.
3.
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TEO BY HANO
WA TERING FROM QIJICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSl'F:M
OF LOW PRECIPITA 7/0N SPRINKLER HEADS PROVIDING IOOJf COVERAGE.
b. GREA TER THAN 8 FEET IN HEIGHT SHALL BE WA TERED BY A CON 'IENTION-
Al SYSTEM OF LOW Pf/EC/PITA 7/0N SPRINKLER HEADS PROVIDING 100Jf
COVERAGE.
AREAS SLOPED LESS THAN 6: I SHALL BE IRRIG.◄ TED AS APPRO'IED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEOING. TH£ DEVELOPER SHALL SIJBMIT A
PROPOSED SCHEME TO PRO 'I/OE !RR/GA 7/0N TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, T't1'£:S AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
/RR/GA 7/0N SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPl/MUM LEVEL FOR THE GROWTH OF THE HYDROSEEOEO GROWTH.
HYDROS!EOING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
I. SEED MIX SHALL CONSIST OF NO LESS THAN:
2.
J.
a. 20 lbs. PER ACRE OF ROSE Cl.OVER
b. 20 lbs. PER ACRE OF ZORRO FESC/JE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CAL,1 'ORN/CA
d. 4 lbs. PER ACRE OF A CHILLEA MILLEFOLIA
11. 3 lbs. PER ACRE OF AL YSS/JM (CARPET OF SNOW}
f. 1/2 lb. PER ACRE OF 0/MORPHOLECA
g. IIFMS c,rf,o, ANO f OF fHIS StJBSECl/ON MAY BE OMITIFO ON
LOCA 7/0NS WHERE THE AREA BEING HYDROSEEOEO IS NOT 'IISIBI..E FROM
EITHER A PUBLIC STREET 0/f RESIOENl/AL STRUCTURES.
II. ITEM a OF THIS SUBSECTTON MUST BE INOCULA TEO WITH A NITROGEN
FIXING BACTERIA ANO APPLIED ORY EITHER BY OR/LL/NG 0/f
BROAOCASl/NG BEFORE HYDROSEEO/NG.
,: ALL SETO MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORN/1' OEPARTUENT OF FOOD
ANO A GR/CULTURE CERT/FICA 7/0N TAG A TTACHEO TO, OR PRINTED ON
SAID CONTAINERS.
J. NON-PHYTO-TOX/C WETTING AGENl'S MAY BE AODED TO THE HYOROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
TYPE 1 MUI..CH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs Pffl ACRE.
TYPE 6 MIJLCH (STRAW)NAY BE StJBSTITUTEO, ALL OR PART, FOR
H'rVRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED ro THE SLOPE BY MEGHAN/CALLY PIJNCHING NO LESS THAN 50X Of'
THE STRAW INTO THE SOIL.
FERllllZER CONSISTING OF AMMONIUM PHOSPHATE SIJLFA TE, 16-20-0, 111TH
15X SIJLPHIJR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
AREAS TO BE HYOROSEEOEO SHALL BE PREPARED PRIOR TO HYOROSEEOING BY:
I. ROIJGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA 7/0N OF:
2.
a. TRACK WALKING SLOPES STEEPER THAN 6: I
b. HARROWING AREAS 6: 1 OR FLA T7ER THAT ARE StJfflCIENTL Y fRIABLE.
c. RIPPING AREAS THAT Will NOT BREAK UP /JS/NG ITEMS a OR b ABO!£.
CONDITIONING THE SOILS SO THAT IT IS SIJITABLE FOR PLANTING BY:
~-AOJUSl/NG THE StJRFACE SOIL MOISTURE TO PROV/OE A DAMP BUT NGT
SA TURA TED S!ED BED.
b. THE ADD/7/0N OF SOIL AMENDM£NTS, PH ADJUSTMENT, LEACHING CR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYOROSEEOEO AREAS SHALL BE MAINTAINED TO PROVIDE A 'AGORO/JS GROWTH IJNl/L
rHE PROJECT IS PERMANENn. Y LANDSCAPED OR, FOR AREAS 'MfERE HYDROSEEOING IS
THE PERMANENT LANDSCAPING. IJNTIL THE PROJECT IS COMPLETED ANO ALL BONOS
REI.EASED.
PARTNERS
Planning and Engineering
15938 Bernardo Center Drive
San Diego, CA. 92127
Ph. (858) 376-3444
Fax: (858) 376-3555
~
BRENT C. MOORE RCE 59121
MY REGISTRA noN [XPJRES 6-J0---07
"AS BUil T"
~4,L/,,,1
RCF' 59121 EXP. i-30-97 DATE
DATE
12" M/N.J
PROFILE
3" CRIJSHEO
ROCK-~ PUBLIC
R--W l---+--+------------+----+-----l---+---1I SH4EET I CITY OF CARLSBAD I SHEETJ ENGINEERING DEPARTMENT 4 ~===-'=::::'::':::=:::==:::==:=::::::::::::===~~
I i
L
14' MIN. r
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRIJCTION
ENTRANCE ANO PIJBL/C RIGHT-OF-WAY
STAB/l/ZEO CONSTRUCTION ENTRANCE
NOT TO SCALE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
I
EROSION CONTROL PLAN FOR:
KENT JESSEE OFFICE BLDG
APPROVED LLOYD 8. HUBBS 6'Y . . . ~~., DIRECTOR OF PU
OWN BY:
CHKD BY:~
RVWD BY:~
23889 EXPIRES 12/ l1 05 ATE
PROJECT NO. ] DRANING NO.
RP02-02 -417-5A
b ' ' I,