HomeMy WebLinkAboutDWG 422-1A; PD 04-15; JAHAN RESIDENCE; 01-06ll84PING NOTES
(IN AlJD/110N TO THE IIEQIJll!fHENrS OF CHAPTER 15. t 6 OF THE
CARtSIW) /lfUNlaPAL CODE.)
1. TIDS PW/ SIJl'fRSEDES ALL OTHER Pr.ANS l'flEVIOIJSl. Y APPROVED BY THE arr
OF C4RLS&ID RE6AJ/DINfi &IIADING SHOWN ON TIDS SEr OF PIANS.
2. A!'l'ROVAL OF TIDS PW/ DOES NOT I.ESSEN OR WAIVE ANY F'OIUIOII OF THE
CARl.S&4D /lfUNICIPAL £lJDi; RESOUJl10N OF CONDITlONAJ. APPflOVAL, arr
STANIIARIJS OR DrllER AIID/1IONAL DIXIJIIENTS LISTED HEREON AS THEY MAY
PERTAIN TO 111/S Pf«J/ECT. THE -,r IN RESPONSll/1..E OIAll6E SHALL
REVISE THESE PLANS WHEII NO/I-COllfORMNI IS DISCOVERED.
3. arr APPROVAL OF l'!AIIS DOES NOT RELIEVE THE Da<EL/Jl'ER OR ENG/NEEJI..OF.
18, NO Bl.AST/NG SHAil BE l'ERFOIJNEOUNTILAVAUDBLASTINGPEIIHITHASBEfJ/
OBTAINED Fl/OM THE QTY OF CARISBAD, 5IJBMTr Al'f'IJCATION FOR BLA5Tltl6
PEIIHITll'Ell IN ADVANCE OF THE SCHE/JUlJN6 OF BLASTING OPERATIONS.
19. IF ANY AIICHAEDUJGICAL RESO!IRCES ARE DISCOVERED WfT1IIII ANY WORK AREA
DIJRING COI/STI/IJCT/l)f/, OPERATIONS Will CEASE IN/IIEDIATELY, AND THE
/IERHJ11l5E YflLL N<mFY THE arr Ell6/IIEER. OPERATIONS WILL NOT RESTART
UNTIL THE l'EHJ411JE£ 11115 RECEIVED WRITTEN AUTHORITY Fl/OM THE arr
ENlilllEER ro DO SO.
34. PE/IJIIIT COHP/JANCE IIEQIJIIIEMENTS:
A. FOB CONTM( ( FP@lJING H THE APPLONT HIRES A CIVIL ENGINEER,
SOIIS ENGINEER, AND/OR liEOIJJGIST TO GIVE TEC1INJCAI. ADVKE;
OBSERVE ANO CDlflllOI. THE WORK Ill PROGRESS (16.t6.120(A.8)}
CARLSll4D /lfUt//C/l'AL CODE.
B. PRIDRIDFINAL APPRQVALQEANli PERMIT-THE fflflQYOH6
REl'OR1S HIJST BE SIJBNITTED TO THE CITY ENGINEER 1'14 THE
l'fiO/ECT INSl'ECTOII {15.16. IZO(A, 10}} CARLS&4D II/JIIIOPAL WOE;
(1) FINAL l1EPORT BY SIJPERVIS/Nli GRADING ENGINEER STATING All WORK F1IOf>I RE5FIJN5IBIIJTY FOIi THE CCIIREC1ION OF ER1/0IIS AND OMISSIONS
DISCOl'EREII DIJ/I/NG CONSl1lfJCTl()N. All PW/ REVISIONS SHAil BE PIIOMP11.Y
SIIIIMIT1EO TO THE (If'( EN6/NEER FOR APPROVAL
ZO. ALL Ol'ERATIOIIS COtlfJIJCTED OIi THE SITE OR ADJACEIIT THERErO, ll/0.UDING
WAJIHING 1/P, REPAIR, ARRIVAL, DEPAl/lf/llE OR OPERATION OF TIIJJCIIS,
EARTHHOVlllli EQIJIPHENl'. CONSTfWCT10N EQIJIPf,IEJIT AND ANY OTHER ASSOOAJBI
6RAIJ1N6 EQUJPHENTSHAIL BE UNITED TO THE l'EIIJOD BETll'EEN 7:00 A.H. AND
SIJNSETEAOIDAY, NOIIDAYTHIIIIFRIOAY AND NO EAHTH/IIOVINli OIi 6RADIN6
OPERATIONS SHAil BE COI/IJIJCTEI/ OIi lfffWll/S OR 1/WDAYS. (A UST OF art
HOUDAYS ISAVAILABI.E AT THE ENGINEEmNG DEPARTHENT aJIJNTER.}
6RADIIIG IS COHl'I.ErE. All EIIOSIOII CON1IIO/., SLOPE PW/TING
AND IRRfGAl/OII ARE INSTALLED IN COIIFORHANCE WITH arr
4. A RIGHT.Of-WAY PERMIT F/«1/11 THE aTY E/161NEER WIil BE REQIJIREIJ FOR ANY
WORK IN THE l'IJ8I.JC R1G/fl' OF WAY. Pl1IOI! TO PERMIT /SSIJANCE, A
CERTIFICATE OF HISU/WKE MUST BE Flt.ED NAMIN6 THE arr OF CARI.SIMI/ AS
AN AODfTIONAL INSIJIIED ON THF: ,"flllli I rEE'S FOOCY IN THE /ttll/lMIJH AMOVNT
OF $1,000,000.00 FOR EACH o«UIIIIEN(£ OF I./ABIIJIY. THE INSIJIWlaE
COHPANY WRITING 1IIE POUCY MUST HAVE A RATINli OF "A" AND A SIZE
CAIFGORY OF a.ASS VAS EsrABUSHEP BY "BES1S" KEY RATING Gl/11/E.
5. IJNI..E5S EXEMl'1EO 8Y SECTION 301. (b) 5 OF THE /JN/FO/IH Bllll.lllNli (1)1)f,
1/ErAIN/Jlli ll'AUS OtJrSIDE OF PIJIJI.Jt: RIGHT OF WAY REQillRE SEPARATE
PERJtllTS F/IOH THE BIJll/)/Jlli DEPAIIDIEIIT.
6. NO WORK SHALL BEaJHHEIKEDUNl1LALLPERHITSHAVEBEENOBTAJNEDRltJM
THE arr AND OTHER APPlrOl'fllA TE AGENCJES.
7. Al'l'IIOVAL OF THESE Pr.ANS BY THE arr EN6/NEER DOES NOT AUTHORIZE ANY
WORK OR tiBAJJfN6 TO BE PERFORIIEI) UNTlt. THE l'IIOPERTY OWNER'S l'fllMl5SION
HAS BEEN OBTAINEO AND A VALIO&IIADING l'Ellf>IIT HAS BEEN /SSIJED.
8. NO REV/SIOIIS WllL BE MADE TO THE$E Pr.ANS WITHOUT THE WRITTEN A!'l'ROVAL
OF THE arr EIIGINEER, NOTED wmntl THE REV/SI/JN IJlOCK, ON THE
APPROl'll!4TE SHEET OF THE PIA/IS AND THE TIJlE SHEET.
9. ORl6INAL DRAWINGS SHAil IJECJJHE THE PIIOPERIY OF THE arr UPON BEIN6
S/GIIEIJBYTHEaTYEI/GINEEJ/.
10. THE 0/I/GINAl. DRAWING SHALL BE REVISED TO REFt.ECr AS-IIIJ/1.T. COI//JITIONS
BY THE EIIGINEEII.Of.WORK Pl1IOI! TO FINAL A«UTAN/Ji. OF THE WORK BY THE arr.
11. ACCESS FOR FIRE AND OTHER EHEJ/liENCY VEIIKJ.ES SHAU. BE lfAINTAINED TO
THE PIK)JECT SITE AT ALL 11HES II/JR/Nii CONSTRfJCJIOII.
1 Z. WHERE TIIENOIES ARE wrrHIII arr EASENElfTS, A SOIIS 11EF011r CO/IIPfl/SED
OF: (A) SIJHMARY SHEET, /Bl LABORATORY WORK 51/EETS AND (CJ CO/IIPA(11()11
QJIMS, SHAil BE SIIBNflTE/J BY A l'IIOFESSIOIIAL ENGINEER OF TIii: STATE OF
CALIFORNIA, l'fl/NGPALLY DOING BIISINESS IN THE FIElDOF Al'Pt.JED SOIIS
MEIJIAI/KS. THE SOIIS IIEPOlff 11'/LL BE SIJBMITTEIJ TO THE arr ENGINEEllfNG
INSPECroR WITHIN TWO WORKIN6 DAYS OF THE CO/lll'lE110N OF FIElD TFSIS.
13. A SOIIS COHPAC/ION REFOI/T AND COHl'I.W/CE VEillRfATION RE6ARDING
ADHERENCE TO IIECOHHEIIIMTIOI/$ OUTLINED Ill 71/E SOILS l1El'Olrr IS RS/IIIRED
Pl1IOI! TO THE /SSl/,ANCE OF A IIIJIUJ1N6 PERHff. ALL aJN1IIOUED GRIJJIN(;
SHAil BE OOIIE llNOER THE DIREC/IOII OF A PIKJfESSIONAL EJIGINEER OF THE
STA TE OF CAllFOIWIA l'RINCJl'AILY DOING IJIJSINESS IN THE REU) OF Al'Pt.JED
SOILS MECHAIIICS. ALL F/iJ. OIi Rl1IJRE FIILAIIEAS SHALL BE CX!IISTRfJC1ED IN
ACaJRDAl/0! 11'/TH THE arr OF CAIII.SIMI/ STANDARD Sl'ECJF/CATIOIIS AND THE
• EARTIIWOIIKSl'ECJFICATIONS ' ATTAOIED TO THE PRELIMINARY SOILS
IIIVEST/GATION. DAILY FIEID CO/IIPACTION REl'OlffS lflll BE SVl/t,/JTTElJ ro THE
PROJECT INSPECTOR.
14. A PIIECOIIS11/1JCOOII Mffi11lli SHAil BE HEW AT THE SITE PRIOR TO THE
BE6INNJN6 OF ll'O/IK AND SHAil BE Amt/DEii BY ALL REPl1ESEIITATIVES
/IESf'ONS/Bl.E FOR CDIIST1ltJC110I IIISPEC1IOII, SIJPffMS/ON, TESTING AND All
OTHER A$fffTS Qf 1Hf WQRt< 7NF£PNI8AGPB $HALL 5CHEOIJl.E THE MEETING
Tlfl10IJQf THE PERMll'Cl.llll( ( 438-1161 MIA3Z3 / AT LEASTFIVE(5) WCI/KJ//li
/MYS Pl1IOI! TO STARTING CONSTRIJCflOII. APPROVED DRAW/NtiS MUST BE
AVAIIABLE PRIOR TO 5CHEfJIJLIN6. THE GRAD/Jlli PERMIT WILL BE PIIOVIDED BY
THE PROJECT INSl'ECT0/1 AT THE HEB/NG.
15. All INSPECTION R£QIJESTS OTHER THAN FOR l'lfECOIISTIIIC MEETING WILL BE:
/IIAOE BY CAUJN& THE EN&INEEBING Z4-HOIJR INSPIDKJN REQUEST UNE AT
(Ii t 9) 438-3891.fNSFECTION REQUEST /lfUST BE RECEIVED PRIOll TO Z:00 l'./11.
OIi 111E,B111EIHSPEC7ION /5 l(EB)ED. INSfEQ10NSWll,L BE MADE • THE NEXT IMYIJIILESSYOIJIIEQUESTOTIIEJIWISE. REQtJESTS HADE AFTER :
2:00 P.H. "1U. BE 5CHEDIJIBJ FOR TWO Fllll WOlffl' DAYS LATER.
16. THE OWNER AND/OR APPUCANr THllOIJIJH THE Da<EL/Jl'ER AND/OR CONTRACTOR
SHAil DESIGN, CONST11fJCT AND MAINTAIN AIL SAFETY DEVICES, /Na.UDtll6
SHOl!'NS, AND SHAil BE SOI.ELY IIESl'ONSIIII.E FOR COIIFORMlll6 Ill ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAll'SAND REGIILA110N5.
17. THE COIITIIACl'0/1 SHALL COIIFOllH TO LABOR WOE SEcr/OII 6705 BY 5IJB/IIITl7N6 ,
A DErAIL Pl.AN TO THE arr ENli/NEER AND/OR CONCERNEII A6ENO' SHOWING
THEDES/6N OFSI/OIIIN6, BRACINGSIJJl>IN& OR OTHER PRIJV/S/OIIS TO BE HADE
OF WDIIIIER PROTECTKJN F/IOH 71/E HAZA/ID OF CAVIIIG 6lllXIND DIJlllllli THE
EXCAVATION OF SIJIJI TRENCH O/l 111ENCHE5 OIi 0/JI//IIG THE Pfl'E INSTALLATION
THEJIBII. THIS PW/ /lfUST BE PIIE1'AIIED FOR All TRENCHES FIVE FEEr (5') OR
HOllE IN DEPTH AND APPROVED BY THE arr ENGINEER AIID/OII COIICERNED
A6ENCf I'll/OR TO EXCAVATIOII. IFTHE Pr.AN VAi/iE$ FROM THE SHOR/Nii Sf5TEM
STANDARDS E5T ABUSNED BY THE CONSrRUCTIOII SAFETY ORlJEIIS, 71TIE 8
CAI.JFORN/A ADMINISTRATIVE WOE; THE Pr.AN SHAil BE PREPAR£0 BY A
ff5lf8FP fMFF8 AT THEmN111AlTOI§ WfNSf A Q1PY QF 7HE QSHA
EXCAVATION PEIIH1I' MIST BE Slll1H/ITED ro THE /IISPEC1DR PR/DR TO
EXCAVATION.
•coNSTBUCTION PBIOBI'l'Y"
21. ALL OFF-SITE HAI/I. IK/IJIFS SHAil BE 5IJBMITTl'D BY THE CONTRACTOR TO THE
arr ENGINEER FOR APPROVAL 11l'O Rill -DAYS PRIOll ro BFGVW/Nti OF
ll'O/I/(_
ZZ. IMPORT NATER/AL SHAil BE OBTAJIIED Fl/OM, AND WASTE MATERIAL SHAil BE
DEPOSITED AT, A SITE APfll/OVED BY THE CITY ENlilNEER. THE CONTIIACTOR
5//AI.L BE RESl'ONSIBI.E FOIi ANY DEBIIIS OR LWIAGE OCQJRB/Nli ALONli THE HAI/I.
1/00TES OIi ADIACEIITSTREETS IS A RESIJI.T OF THE GRADING Ol'E/IATION.
Z3. 8RIISI/ SHALL BE RE/ilOVED ONLY wrrHIN THE AREA TO BE '11ADEf). NO TREES ARE
TO BE REMOVED 1/NLES.S 5PEIJRC4llY HOTEJI ON THE Pf.AN.
Z4. ALL AREAS SHALL BE &lfA/JED ro DRAIN. GRADING RES/JI.TING IN THE FONDING OF
WATER IS NOT PEJ/H/TTED. ALL EARrHEII SWALES AND DITCHES SHAil HAVE A
MIIIJHIJM OIIE PERCEIIT SLOPE.
25, THESE Pl.ANS ARE SVB/ECT TO A SIGNED AND APPROVED SET OF EROSJOII
COIITIIOI. PWIS. EIIOSIOII COIITROL SHAU. BE IS SHOWN AND AS APPROVED Br
THE arr ENGINEER OIi IS DIIIErTEI) BY THE PROJECT INS/IECTOR.
26. ALL SLOPES SHAil BE TllfHMED TO A FIIIJSI/ GRADE TO PIIODIJCE A UNIFORM
SIii/FACE AND CROSS SECT/ON. Tl/ES/IE SIIAI.L BE lEFT IN A NEAT AND
ORDERI.Y CONIJ1110II. AIL STONES, ROOTS OR 071/EJI DEBRIS SIIAI.L BE REHOVED
AND 11/SFOSED OF AT A SIIE APPROVED OF BY THE arr ElltilNEER.
Z7. ALL SLOPES SHAil BE IIIRltillJBI, STABIUZEO, Pl.ANTEii AIID/0/I HYDIIOSEEDED
IVITHtN TEii (10} DAYS OF THE TIHE WHEN EACH SLOPE IS IJIIC/JGHT.19..§!!ADE
IS SHOWN ON THE Al'l'IIOVED 6RADIIIG Pl.ANS.
28. LANDSCAPfN(i SHAil BE ACCOMPIJSHEII OIi All SLOl'ES AND PADS AS l!fQIHIIED
BY THE arr OF CARLS&4D WIDSCAl'E HAIIUAL,
AND/OR IS DlllfCTED IIY 71/E Q1Y
EN6/NEER OR l'LAlllllll6 /JlllfClfJll.
29. THE OWIIER/Al'l'UCANT SHALL ltlSIJIIE THAT ALL CONrRACTORS SHALL COO/IDINATE
THE ll'Ol1K OF THESE 6RADIIIG Pr.ANS wrrH THAT SI/OWN OIi BOTH THE lANDSCAl'E
AND IRIIIGATION /'WIS ANO THE 1"'PflOVEN8/T Pr.ANS IS REQUIRED F0/1 THIS
ll'Ol1K Ill ACCO/IDA/ICE WITH THE LANDSCAPE HANIJAL TIHE IIEQtllREHENl'S.
30. STORM DRAIN l'IPf SNAll BE REINfORCED WNCRETE l'fl'E WIT/I A HIN/HUM
D-LOAOOF 1,350. FOR PRIVATE STORM DRAIN PIPES, IJI' TO 15" PVC MAY BE
llTIUlED Pl1tPIIDED DEPTH IS LESS THAN 15 FEET ANO BAarRUED Wflll 3/4"
ROCK /'ER SORYD 5-4 TYPf' 'C" ANO l'fPE MEETS A5TM STANDAIIIJ 3034 FOR
SDll 35 SCUD WALL PIPE.
31. WHERE AN EXJSTJNG Pfl'E LINEISTOBEABANDOIIED IS A RESIJI.T OF THE
lil/ADINfi OPEIIATION, IT SHAil BE RElfOIIED wrrHIIHWEIITY Fm OF BIJII.J)IJlli
OR STREET AREAS AND REl'IACED WITH PROPE/11. Y COHl'ACTED SOILS. IN OTHER
AREAS THE l'fPE WllL BE PUJ6GEIJ WITH COIICRfrE OR REMOVED AS APPROVED BY
THE arr ENlill/EER.
32. THE COi/TRACTOR SHAil VERlfY THE LOCATION OF ALL EXJSTJNG FAQLITIES
( ABOVE 6ROfJND ANO lJNDER 6ROOND} WITIIIN THE l'ROIECT SITE SIIFF/OEN11.Y
AHEAD OF 6//ADING TO l'fJ1MfT THE REVIS/OIi OF THE GRAD/Nii PLANS IF IT IS
FOUND THAT THE ACf/lAL LOCA710NS ARE IN COi/Fi.JCT wrrH THE PROl'OSED
WORK.
33. THE COi/TRACTOR SHAil N011FY AFFECTED llnlJTY COHPANIES (SEE BE1JJII'} AT
I.EAST 2 Rill WORIIIN6 DAYS PRIOll ro STAHTING 6RADIIIG NEAR THEIR
FACII.JTIESAND SHAil COORIJINATETIIE ll'Ol1K WITH A CJJMPANY REl'RESENTATIVE.
/Jllf1ERGI/O/JI SERVICE ALERT 1-800422-4133
SDG&E (800)660-7343
PACIFICBEI.L {800/8924'123
ADEIPHIA CABLE COHIMIICATIOIIS (760/438-7741
COX COMHUNICA710NS {760)806-9809
arr OF CARtSBAD{51JIEEl5 5 STORM ORAi/i} {760/434-Z98D
• arr OF CARLS&4D(SE.WER,ll'ATER i REaAJ/IIED WATER) (760)438-Z1ZZ
• SM/ DIEG/Jf1IJ WATER DISTlll(T (760)633-2650
• LEIICADIA WASTE WATER /l/S11/ICT (760}75>0155
• VALLEOroS WATERDlSllilCT (760)7#-04f0
• 0/.JVENHA/N WATER IJISTIIICT (760)753-6466
• /JIJEllA SANITATION DlS1lilCT (760/7Zo-1340
• AS APl'ROPI/IATE
C1)l)E AIID THE Al'l'IIOVED PWIS ( OBTAIN SAHl'!E OF ctJMPUANa:
LETTER FROM arr ElllilllEEIIIN( DEPARTHENT).
(2) ASJ/Ult. T liliADINli Pr.AN.
(3) REPORT FROM THE SOILS ENG/IIEER, I'll/IOI IJK1.IJIJES
BECO/IIMENDED SOIL BEAl/1Nli CAPACfllES, A STATEHENT AS ro
THE EXPANSIVE t;IJAl.ff'f OF TIIE SOil., ANO SIJMMARIES OF
FIBJ) AND LABORATORY TESTS. THE REPORT SHAil ALSO
I/Kl.111/E A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADIN6 ll'AS DONE IN NX0/11/ANCE ll'/TI/ Tllf IIEQUIIIEHENTS AND
BECO/IIHENDATIOIIS OIJTUNED IN THE PREUMIIIARY SO/LS REPORT
AND ANY SllPl'I.EHEN15 THEIIEl'O.
(4) REPORT wrrH AS-BUILT 6EOIJXilC PIAN, IF REQUJREJ) BY THE arr.
35. 1/NLESS A liRAI/ING /IER/IIIT FOR THIS PROJECT IS /S5IJED W/1/IIN OIIE (1)
YEAR AFTER THE arr EJIGINEER'S Al'l'IIOVAL THESE /'WIS HAY BE IIEQIJIIIEI)
TO BE RES/JB/11/TTED FOIi PIAJICHECK. Pi.AIICHE!K l'EES 11'/lL BE REQUJREJ) FOR
ANY 5/JOI REQIE/K
36. THESO/LS REl'Oll1'11TI.ED "1/POATEDSOIIS IIEl'OI/J"
PREPARED BY ERIN RIST OF ENGIIIEE1/1NG /JfS/6N G/IOI/P, DAJBI Al'Rtl 29TH
2004 , SI/ALL BE CONSIDERED AS A PART OF THIS
G/1AI/IN& Pl.AN. All 6//ADIN& SHAil BE DONE IN Aft1iRDANCE 11'/TH THE
IIECOMHEIIDATIONS Alfll Sl'El/FiCAT/0/IS IDNTAJIIED IN SAID SOILS REPORT.
•oBCIARATION OF RBSPO!tS18J.g CB4B"-E•
I HEREBY OEaA//E THAT I AH THE EIIGIIIEER OF WORK FOR THIS PllOIECT, THAT I
HAVE EXEIIOSEIJ l!ESFOIISllil.E CHARGE OVER THE DES/611 OF THE l'RQJECT AS IJEFINED
IN SEC/ION 6703 OF THE BIJSINESSAND PROFESSIONS CODE, AND TIIATTHE llESIGN IS
CDIISl5TEI([ WITH CI/RREIIT STANOAl!IIS.
I IJIIDEIISTAND THATTIIECHEO/OFPRDIECTDRAW/1/GSAND SPECIFICATIONS BY THE arr OF CAIII.SIMI/ OOES NOT IIE1JEVE HE, AS ENlil1IEEJ/ OF IIORIC; OF MY
R£SPONSIBIUTIES FOR l'l!OJECT IJE5/6N.
FIRM: s. Ii. KNOWLES ENGINEERING
AOIJIIE5S: 1140 STP.ATFORD AVE.
CITY, STATE: SOUTH l'AS4IIEIIA CAIJFORt/lA
TELEPHONE: 626-282-5173 -----~---:------,----BY: Ja1<'6--:?YH wl--e4 DATE: 1,-:.--r~ ·'Q,.,
(SAM K/IOWI.ESJ R.CE.IIO.: ...,,.__ _____________ _
RfJi/ST//Al/OII EXl'IRATION DATE: 9-30.()6
SOILS ENGINEER'S CERTIFICATE
I, ffllll i1i5T , A IIJ;;fi/lm:Jil/i:I) CN/l
Ellfi/1/EBI C.f Ti/£ !if A TE 011 C!i/JFOIINIA, Fr/l/l(ll'ALJ. Y iXJffli lll!S!Nf!.SS
ill .rl!E FIEW Of JIPP/Jfl) !i0/1.S ME/J:W'I/Ci, 1/ElllitY Cif{IIFY TTIAi A
!£!111P/J,'IG AMI./ S11JM OF mE WIL a:Mi!JflD/S PmA/Eff -Tl/IS
SITE WAS MAiJE er ME GI? !lllfl£1111)' 1)/fl/!'Cll()// f!E'!Wffl/ 11fl" !WlEi (JI'
1, t s.,2004 AIIIJ 4,zg.,2004 . m:i
WP/fS OF )'!If SI)/!£ -mMP!IED f/11)/1 THIS S/1JIJY, wrru WI
11ECOMMEW1JAnot1S, HA VI' iltB'I ,UllM!TT!'V m r11e IJffKE or mii arr . ··· . ·R
/Xf'I/SE &!'lfll(fl(JN IJA ii':
OWNER'S CERTIFICATE
i { WE} 1/Ef/Ei!!Y ramrr T/1;1 T A f!EG/Sifl!f{) 5011.S ENG/NEEi! OIi
Ii~ HAS BEFN 0~ Will /!ii EA/Af/;JJ TO S/Jf'ER'IISE /Nm-ALL
l>IIADfll!i K!1VrrY AIIIJ AIN/Sf OIi fflf ({JM/%C!11lN AND 51 Af/l!JlY OF
Tl/lSS/TE
&;,&LC-~--................................ ~/t/;:u,,r
/' IIA/llf /Mi!'
SOURCE OF TOPOGRAPHY
T/Jroli1iAPH't Si/OW/I ON m& PW/$ WAS /JiJ/fffiATf!f! sr
111'711®5 F/ltJlf/ !i/F1ll!M.4Ti/Jl/ filf/!lfilfD ON S·!i-04, IN Flf'/1! SIJMY
/Jr iitlil MAffl'/l, IJF RAM. 0/i,I~
~ Si!(J//f/1 11111£0// ~'1/1M$ TO ll,l'/10,W. l1AJ'
AiW?AG ST-5.
PROJECT LOCATION
fl/IS l'f!fJJf£T fS LOC/iTf!f! Wrrtl/JI ~ PAF!O!l.11/JMN:R{SJ
i!.l)fi.. I -..00 ·-----
THE' CAUFO/!NIA Wf!/liJil/ATE 1/11/ai OF 7Nl!i I'RtJlfl:r 15:
II . •.• • • . f JliiM6fi5
BENCH MARK
fJfS[/ilY1'fOII: TOP fJF MM/ ll(M£ WVEJ1 /ll/1
l/JCA1!0/I: /ll!JITi!J91N~~-··
F/lL: 6 CY ------IHl'ORT: o CY
EXPOl1T: 420 CY
RENElllAJ.: 151 CY
~ JAHM:l 3004 001-iNA lJmVE CARJ'.£Jl':lAD, CJ.
626-355-9146
LEGEND
1
2
4
5
7
STABILIZED CONSTRUCTION
ENTRANCJ<~
MODIFIED LINED SWALE
TYPE D, lJ-75/SHEET 6
12" lHJL X Jl52 (MIN)
WALL STEJ<~L PIPE
GRAVEL BAGS
PROPOSED RETAL"TING WALL
PER SEPARATE PERMIT
PROPOSED Rltl'AINlNG WALL
PF;R s~;p ARA TE PERMIT
EXISTING RETAINTNG WALL
PROPOSI£D R.r:TAJNING WALL
PKR St:PERATE PERMIT
Hl SEWER LATERAL
11 WATER LATEru>..L
12 SILT POND
13
14
15
16
17
PILL DIRT
HATCHED AREA INDICATES
RECOMPACTED AREA (REMEDIAL
HATCHED AREA INDICATES
EXCAVATED AREA
CONCRETE DRIVEWAY
DRIVKiVAY APRON
18 EXISTING FENCE
19 HYDROSEED
LEGAL DESCRIPTION OF PROPERTY 1----~--
MOD
SDRSD D-75
SDRSD C-2
SlJRSD C-3
A/! 1/iai oortiJ/n roai p1opeJii113 siiimlllti i11 !he Cooaiy of San fJ/elJO, S!Eie d Ctl/f,fomia,
/J$r:1i/xxi ii$ follows:
J~:,t " -·-----·--' ~fte;/,,, 5"
Cfflm' (ITT~ i!.C.E. 33@18
SYMBQL
IDJF'l.'J'Fl] 'fI'!TT]"'TTITT"I['][ t1.l 1iJ l 1;J _ 1 a1L .iiwllH 1 Jl
~ilf\1100!(
205 LF.
300 !JO# BAGS
120 F.
22 LF.
18 LF,
8 CUBIC YARDS
151 CUBIC YARDS
428 CUBIC YAHDS
REVISION DESCRIPTION
WORK TO BE DONE
Jl/f liiW)lllfi WO!ll( SI/All W/15JST OF TI/E IX!I/STT11}(Tlt/ll OF All C/175 ANi/ f/1..i.$,
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OF 1"..A.115 A/11! 11/E (Jrf ST~ SFf(IFl(AWfi/5, ~/ITS, //£SIJW'fi1JliS
,!,1/!J i.ll/lJl!IAll{ES cmfJ) Ill/ fllfSE f'!All5,
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6. Sll/lii llfR(IRf A/!/1) RECOM.11£111!100/IS Ef EWi!/1££/!fl!li 1/Sllill li/10111'
i1Ai!'l1 4/lW/?fJtJi; AI!Dl!Nll!J/4 #/: 1/i31/J4; ADVE!i!JIIM #2: f!J/11/1)4
7. iiif .!WI /ll£liO 1/f/!ro/lAL STA/11M/11l /JilAW!li6S lil/D liS MAY llE MOillFIRJ BY
THE /JT'f OF (NIJ./ii!Af) SfNl{)A/1/J!i.
IP 2. ll()f IJSl'I/
INDEX OF SHEETS
_,,,,,,,,._,,,,,.,,,,,,.,,,,..,_w.w.v.,...-.~,,.,,,..,,-==-~ •--
SHE ET 1
SHEET 2
TITLE SHEET
GRADING PLAN
SHEET 3
SHEET 4
SHEET 5
SHEET 6
SECTIONS
EROSION CONTROL
SURVEY &
STANDARD
VICINITY MAP
TOPOGRAPHY
DETAILS
CITY Of \i'!1!ITA
'' AS BUIL_ ·r 1'
-~<&:4~-
7 I
)>
START OF
/JfCJER Gfl(JJN,J
'I? !Jl a4. X .!15f? TflCK sn. ca. VEF(T
(E) EL rJJ(f
NJJ Pi/OPEf! 1y
(£} EL f!l,(Y
ADJ ff/OPEF/TY
.. (E)EL +
,-,--EXfS77NG PlA TER
RETANNG IM4Ll 2'.fJ' HG1
DONNA DRIVE
· 'ff£ RElUIFACN:J OF THE TFIENl.¥S Fa!
THE SEWER 1N & WAmi' 1N SJmD
BE PER 8Tf1 G24 TYPE A
~"¢PIPE. DRAIN
BEL.OW G ~A D 'Ii.
~ DRAINAGE DtTCH;
MOfJR::7) D"l!xfi6
• ii' ( TYP AROUND
' Ri::71DENCE)
~, +""""' ... ····· .. . .. .. . . . + . ~ ~---~~,----·' ---·---•--ia<-~.--.... =-·•,.,_~..l-,_.,,.,_. ··• ·••-'••·--~--! ' ;;:,~•••'"'"·9°"'"""'"'"'"~''#r~--
F-F SECTION:
SCALE: 1/8" = l'·O"
EX!S77/IG
HOU,_f.,£ fl 3:JJ2
DONNA DR
E!L+ta! __ .,._ ---------·-------
/JfCJER GF/0/JN[)
'I? /Ii X .fB!' GMP
PLAN
OVER EXCAVATION
EXCAVATION
GRAD]NG
EL +115ll.
I
I ~.
Al
-r,~\
~le}' . "·-----,,, . -··-·····
. .. .. .. ...... ...... ........... .. 7••-IH/i-J!lilmtW: ....... .,, .... /~:1-.Q~f
I .. ;..,,,,=-.....
D-D SECTION:
~ EL +ff(l(!! -----·-
E-E SECTION:
SC1\LE: 3/16" = I'·0"
·-•--··ri::-··-······-·--·
PROPOSED JAHAN ·
~S!f)ENCE BEYOND
........... ,.-1--~-=======1
I
l!JHl,t£
fff!f],r;,f)WG
~
~· ... ,~~·~·-~"~•',~'"' "--<-
A-A
-(E) = Existing
\.•! ,•
•••. ····· .. ~"?£'ff; Pl'£~ 1H /AMJ!:(;l!ff; fll'ff/
fliRJfETW~.~ 1/JIC il'.lff!Jlf.
SECTION:
PROPOSED Rl!:TAINING WALL
(PER SEPERATE PERMIT)
EXCAVATED TOPO
PROPCJSED TOPO
HA ralED AREA hVDICATES
EX:CAVATED Ar/EA
PROPOSED Rl!'.TAJNING WALL
(PER SEPERATE PERMIT)
SDRSD C-3
PROPOSED RETAINING WALL
(PER SEPERATE PERMIT)
f:XlSTfNG RETAINING WAIL
AS
SE'Wl:R LATERAL
WATER LATERAL
SILT POND
FILL DIRT
EXISTING
HOUSEif!J3306
DONNA DR
lfPilfJT11JJfITfll1UID 11 ! Ii! 1 l i Jl
.. ····•·Garage
······D:rivewav "'" .,,.
.····· Remedial
9.JRFACE rn4JA.f ~
fJ' = IT'il'.i
GJJ ~ A'!J PB?_.....,
i£Tli.: CJ!iiiiT!i
SCALE: 1/2" = t'·o"
18 Lt\
, 2o·x101x2~
DEEP
264 yd3
162 yd3
151 yd3
ff AS BlJIL Tu
.M~-
JJATE
i j
.I
EI. +11!i0'
E:L +11QO'
EL +1(){l(l
lillJ' (XJNf, !1:JJHf
. /
imCWl'JNI
ffN ro: ~
LI/Vt· OF
HOUSE/GARAGE
LltvE OF GARAGE::-
1?f Et1! GRADE
LINE OF HOUSE
BEYCJlVD
PAD FOF? SLAB ON
GRADE BEYOND
1134t1
I
(E) GRADE lV RtMALN + mD EJ,,!l
SCALE: 1:50
CJ
; ·---+----•
GRADE TOBE
REMOVED
GRADE TO REMAIN
+ 116UE{I/,
+ mo EL V.
M/DRESS· 1t40Sll!A7RJIIDAVE.
arr, STAIE:
1 '/BHffOI/E:
50U1H PASADENA. t:NJFOI/NIA
6Z6-Z/IZ•5173
!AIMIi f/ES/!!flKE
SJ@-! fl/J//114 /JR.
~.Ct
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llAf!::
.. 1 I '
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►
W llE1Wff// lls>IS
M'.7SA5 51'1UWAV
Till/££ I.AVE!IS OF /illil¥l;l &!GS
W/171 1'/1!)$ (J\'£1/IAFm)
GRAVEL BAGS 1
t Sff PIJ,fS AfifJ £\'CA¥A1VA l, fifAP!E WIii£ FB/Q/11, W
4 FY 4 Iii /IQ FriO a,// '//IF 111875
ff/EN(// Q/l;l(Jff RIIJM NII}
AIJ)Nfi 11/f Ul/E Of l'O!ffii.
3. AITA(II rd£ FUE/1 FA!!l!lt TO
ml' l'/1i1f FEIi/I Al/Q Em':llti IT
111m 11/E 111E/1C!i.
EKi$J/l/li iil/lJiJml
14'111/1,
SILT FENCE
4, i!MKFII!. Ii/ID C/l'1PACf Ylif
Ei/t:AVAlrn ,l{f/L
f¥!1)¥11J> -fii f/WISIT/0/i
i!<TW/Ei STAl!iUlEIJ WM!,~
£imlAll(f A/Ill l'UfJlX Hl&lfl'»OF,
STA,BILIZED CONSTRUCTION ENTRANCE
DOr✓,~✓A [JR/VE
EJ:<OSION CONTROL
1'--0"
DESCRIPTION
(4) STAB!LIZE!l CONSTlUJCT!ON
ENTRANCB
LlM!'I'S OF CLEAR!NG
& GRi\.DlNG
G) GRAVEL BAGS
SILT POND
/ SEDIMENT TRAP, W/4" PVC 01J1'Il5T,
. l ' R!Gll Jt 3' WillE OVERF'l.,OW ONTO
SS-7 W/ ONE ROW OF SAN1l BAGS
ALONG EDGE OF SPlll;\YAY, TOP {if'
TRAP (l" ABOVE OVERFLOW. !IJN. SIZE
HJ'X20', BOW SHAlL llES!GN FOR
PADS OVER 7,500 S.F.
HYDROSEEO AND i'ilETilNG
QUANTITY SYMBOL
205 L.F,
i 300 90# BAGS
20 'XJ tJ 'JCil' l)f;BP
370 S,F.
•'AS BUIL T 11 l
.h-~ J2-14-0~ I
f\1'.i: 8.0.17
,-----r-'"""F'"'" -----,--------.--"'4""~-,,-----r--·-=::;-:=:::::;;:;:;::;=----:::::::::::::::::;;:;;;:: ---,+-------' I SI~ I CITY-OF-CARLSBAD 1
11 HEffi I ;-----+----J,-,,-----··----------------1-----+ -+--.-+---! • -tlii!P-NT ~ E -·----~-.. ------------------------p,1osmwcm,iiit___ ----1
,---·+----lr--------· ____ , ___ , ______ , ___ _, _____ _, I Ji>HAN DSIDID>!CE '
!1304 DONNA DIDVlil -------------------------1---r--+---l ll,, C!UruiRm, ,G,$, , .....
----➔---~-,----·-----· --------+---+-· --+----+---4 i=;;=;;·======"'-===··==-====== . -. IIY-
·-------4----+---+------.11 ~% ~--YPJP ~~a ,:V-'o/P" ----------------· -·-+---~ (ll'/El!!i!llfl'R ia'r ~9 w 12/31/2005 J!.f'f' -~--~ C =~ .J :~::
062105
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16 EXISTING RISERS
FOUND 1/2 ' SQ PIN DOwN LS'
END RET VALL/ BEG FENCE
ON AD~t LDT
ADJOINING PROPERTY 1-5' BELOW
JAHAN PROPERTY
RET wALL
ON ADJ,
/
APN I '
l I
/
//
SEARCHED FOUND NOTHING
PROP LINE <RECORD)
15347
>·XCIR
EL=120.02
PROPERTY L.INl SHD\JN IS
REC:□RDFD iv1AP NO, 4025
ND BOUNDARY SURVFY \JAS
ALTHOUGH ONE APPARENT
CORNER \JAS
F'ER
ff AS BUILTM
M-~........ Ji~,4~Q<ii ..
RCE.S.0.'J.1 EXP, ~'.'..10.:~8 DATE
062105
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2
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·"'. ,;.,_)'.;.mn-
;§ \1:C,L
ryt'I
-----~----~~
::: I
;;.,~•· __ _
/~~\~ti~--]~!.! /, !
\,'-.,_• ...... '::!i /./
!/J/Cll<:;/'>'--i>l4-Mpc 'OG C-10CC,) °"·<:·-...'::~t-r--::_:'..,/
8()ik,tr n·Di b
ros.1rd,;~ rJt me ~-rLin
\ \
ccrv.:1ece or 70mm n Mpu {250Up5i), /;;,-. ...--
-;,-ploc€\i cnnt.rek: //
'.>2mm (! -1/r: ~,8,nm (i-1/'.rf ct tCrc c~,rnoc1or. ~--
m
C
RO.W,
!
NOTES:.
I 7 q<Jg-(! SCUU~<J r;HIIT<)
TERRAC':: DI TCri
R.Q.W.
NEV✓ CONC~ETE DRIVEWAY
//
L_ TACK COAT & A.C. PAVEM[NT
SAWCUT ONLY.
PROPOSED EXISTING A.C.
CONC DRIVEWAY STREET PAVING
TYPF R
1 °ROVIDE WEAKENED PLANE A.T 15' M.AXIMUM, OR A.T
TOP OF TRANSITION.
2 REMOVE CURB, GUTTER & SIDEWALK AS SHOWN ABOVE
TO N[AREST EXISTING JOINTS, F.ORM ON A.C. SiDE
MID SlO" PAVE WITH D -t,R4000 A.C.
1;':'Zmr
([;";
-1--.--,
GS-12
I
SEE TASLE BELOW fOR L 1/WJES
TYPICAL CUT SLOPE
n
\ : ' '
5' -20' 2.5' '
I 20' -4(!' 5' 7
J 0\0< 4()' 1{]' !
Sl~E RQiJNDlNC DETAlL
(DOES NOT APPLY TO SIDE
SLOPES ee:rwm• RES!DENTIAL
\JNlTS)
DETAIL A
TYPICAL FILL SLOPE
NOTES
1). ALL FIU ... lctUST 8f r.'.OMPACTrD T'J A
M!NIIAUM QF 90:{ _Cf' TI-IE MAXIMUM
DrnSl1Y 'i!IIN nif. f_XCEPTI~ Of THE
OUTER f," OF lfi[ SUYE S1JRfAC£
~CH MAY RF GRID ROLL[[) T(I 85%
DENSITY
2). CUT SLOPES TO 4-0' REOOIRE NO BENCH.
le.% tlton 10' i 2' J.5'
CUT Sl(if'f.$ 0\/ER. lCO' REOUlRE ONE
MIN. 20' .SEWCH MIDWAY ON SI.OPE
1--~"~· ~-~2~0~· -~'--''~i'.51.~' --+---•· __ _,
0-ler 20 )µli/10' (lit MAX)
J). fill SLDPE:S TO 30' RFOO!Rt NO 13[~
F!U SURES 0',ff/ 100' RH)U!Rl ONl
MIN 20' B(),\Dt WIDWAY ON SLO"'E
SETBACKS <\ ). ,";$ MOD!flED 8Y CITY OF CA~LSBAD
CNGiNtERING STAM).IIRDS,
··--i
~ r ~ ---~
' I I E ,,, I I ---t~--·--------<
E ? I I 1 ~~'1-' ·, .,. }: ·½~~~~4-··~'°~-""-
Ed1e of ool-11<) _,..,,/
r'1a~ soil
press (p,;,f) 7.E, MP,;i (11C(psi)
Pli\H
CLJJ//..Ti GN
~,OTE'2 1 S~t Slcr,(innl ilro,i,r-gs C· 7 anc C 5 fer <1Mitior1□I n:u;s -0nq ~etai!~
?. Fill ol! b;.;ick c€lls "'ith qr0u·
244rn (8'·-C')
J05rr;m '. 1 ,,. .. _-o~") ___ _
1.4Scn 4'_9· !
-~--·-·····-----
l .3rnm@813r·w (#4@.3~"L
13riw@8'JrPm (ff!@::'-7'}
405mm (#6@ i fi")
!5.2 MFa (22/JOps:)
Rrl,i',ior IByiArpro'!0.d Dcte
='JH~C:!0!'1~' --· 1..K~rch.,.,•101 ;1 ·~/7
l'.-jtj Me1-',; T. Stnr,\oo ,CJ.l()j
SAN DIEGO REGIONAL STANDARD DRAWING
~········~ --~·----···· ·----!-.-~'--
i
MASONRY RETAINING WALL TYPE 3
(Level Backfill!
' '
F/\CE OF ,,,.-~DWELL!NG
............ : ·····-····
-................ ,~ \
[::) H
H (IN FFFT)
LESS THAN 10
ovrn 30
DWELLING SETBACK FROM SLOPE
CASE 1 CASE2
DRAINAGE SWALE DETAIL
s
5'
15'
SHFFT 2 OF 2
REV. ! APPROVED DA TE
1---+---'-.../..--l
'
I
CITY OF CARLSBAD
TYPICAL FINISHED
LOT GRADING
FIRM: S. G. KNOWLES ENGINE RING
ADDRESS: 1140 STRATFORD A -
CITY ENGIN(FR
SIJPPI..O,lfc:N'IAL
STMlOARD NO. GS·15
z 0 G wf \II c;j .~=~ u '-· ; ~$0 ,_
A ...
I
I L __
.~9.TES
1). ORAiNAGE SHAl.l. BE CONDUCTED TO ST.;>EFT AS SURFACE FLOW
WHENEVER POSSIBLE
2). NON-EROSIVE DRAINAGE SURFACE REQUIRED WHERE FLOW IS
COLLECTED
3). FlNISH GRADING SHALL PROVIDE A MlMlMUM POS:TIVE DRAJNAGE OF
2% TO SWALE 5' AWAY FROM THE BUILDING UNLESS SPECIFICAi..LY
APPROVED OTHERWISE BY THE CITY ENG!NffRlSfE SHEET 2)
4). DR!VEW~,YS BETWEEN 14% AND 20% MUST REW\lt SPECIAL
APPROVAL Of THE CITY ENGINEER. SUBMIT ENG:Nf:.£R8J PROflLE
AND LE.HER or R[QUEST ro fHE ENGlNffRING DEPARTMENT
REV. I APPROVED DATE CITY OF CARLSBAD
:z
"" a:: Q
"' c-w tt oc: < C"' ,-
I~ co"" .,., ..,
' ""
TYPICAL FINISHED
LOT GRADING
mm
A ...
SHEET 1 OF 2
CFY OOMEER
&JPPilll&ifAi.
STANDARD NO
,
tH}4
DAJE
GS-15
"AS Bl JTI T 11
M '2~0:1• rb,0 I 2-14-06
RcE So77 EXP 9-~o-oa
I ) 1 7
INSPECTOR
I SH6EET I
STANDARD
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
DETAILS FOR:
JAHAN RESIDENCE
3304 DONNA DRIVE
CARLSBAD, CA
DATE
DATE
,. '· j ' ,
/1\
CITY, STA TE:_~S=O=U~TH~P~A=S~A=D~ENjjl~~~A1c!itfifm!,,~//;Hf,t;l"AL,+<cs.>-----------------f-,DccAc;;TE"'l-::,1N::clT"'IAccl+"'o"'A-=:TEcc-i-::-INccl T:clAccL...J OWN BY:
CHKO BY:
PROJECT NO.
P004-15
DRAWING NO
DWG 422-1, TELEPHONE: 626-282-5173 ENGINEER OF W RK REVISION DESCRIPTION OTHER APPRCI\/ALCITY APPROVI RI/WO BY:
EXPIRES
013007
062105
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0 -0-
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