HomeMy WebLinkAboutDWG 439-1A; PIP 05-14; MAMMOTH PROFESSIONAL BLD. LOT 33 & 34; 01-06CRADIIC NOTES:
(IN ADDITION ro THE R£(JIJIREJENTS OF CHAPTER 15.16 OF THE
CARI.SBAO Mt/NICIPAL CaJE.)
I. THIS PLAN SIPERS£DES ALL OTHER PLANS PR£"°'1Sl.. Y APPR0'6J BY TIE CITY
OF CARI.SBAO REGAROINC GRAOINC SHOltN ON THIS SET OF PLANS.
2. Affll'l'.IVAL OF THIS Pt.AN fXES NOT LESSEN OR WAil£ ANY PORTION OF THE
CARLSBAD IIIJNICIPAL COO£, HtSa.UllON OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADOIT10NAL OOCIMCNTS usrm HEREON AS TIEY MA r
PERTAIN ro THIS PRO.ECT. THE ENGINEEI? IN R£SPaiSl8I.£ CHARGE SHALL
REVISE THESE PLANS lltH£N NON-CONFONIIANCE IS OISCO'r£Rm.
J. arr APPROVAL OF PLANS fXES NOT R£L/£1£ THE IJE',fiOPfR OR cNGIIEER-OF-
lltWK FROM RBPONS1811..1TY FOR THE CORffECTlON OF ERfi()HS ANO CIIISSIONS
OISC0',£R£1) Dim/NG CONSTRUCTION. AU PLAN REWS/ONS SHAU BE l'fKJl,,PTL Y
SU/MTTCD ro THE CITY £NGIN££R FOR Affll\'.IVAL
,/-. A RIGHT-OF-WAY PERIIIT FHOM THE CITY ENGINEER IIU BE R£QVIREJ) FOR ANY
lltWK IN THE PUB.JC RIGHT OF WA r. PRIOR ro PERWT ISSUANCE. A
CERT/RCA TE OF INSURANCE IIIIJST BE f1lED NAMING THE arr OF CARl'..5840 AS
AN AIJOITIONAL INS(JRU) CN THE PERIIITTEE'S POLICY IN TIE MINIMiJII Ail<JllNT
OF 11.000. 000. 00 FOR EACH OCCURRENCE OF UAIJ/lJTr. me INSIJRANCE
COIIPANY .1/R/TING 7H£ POLICY /r/lJST HAfi. ¼s~~ OF "A• JI: A 9Z£
CA 'TEGORY CC (l'.A,s;S' VAS ESTAB,JSH£1J r ___ RA TlKi ~
5. UNLESS DIEJIPTED BY SECllON J01.(b}5 OF me /JNIFORII 8/JllDING COOE,
RETANNG WALLS ()(JTS/0£ OF PI.IBIJC RIGHT OF WAY RE~ .sm4RA TE
PfRttlTS FHOM THE BtJlllJING DEPARTMENT.
6. NO lltWK SHAU BE COMfENCED UNTIL AU PERIITS HA 1£ BEEN aJTAlfED FHOM
THE CITY ANO OTHER APPRa'RIA TE AG£NCl£S.
7. Affll'l'.IVAL OF THESE PLANS BY THE CITY ENGINEER OOES NOT AUTHaffZE ANY
lltWK OR GRAOINC TO BE PERFOR.IIED UNTIL TIE PROPCRTY OINER'S PfRMISSION
HAS BEEN aJTA/NW ANO A VAL/0 GRAOINC PERIIIT HAS BEEN ISSlJ£D.
8. NO RfllSlaiS 1/U BE MADE TO THESE Pl.ANS ltlTHOUT 7H£ WRfTTEN APPROVAL
OF 7H£ CITY ENGINEER. Norm tfTHIN me HEWS/ON 11..0CI(, ON 7H£
APPROPRIATE SHEET OF THE Pt.ANS ANO me llTLE SHEET.
9. ORIGINAL DI/A WNGS SHALL BECfME THE PR<FERTY OF THE CITY I.JP(M BEING
S1GNEf) 8Y THE CITY ENGINEER.
10. 7H£ ORIG/NA/. DIIAl#NG SHALL BE REWSEO TO REFl.ECT AS-BI.Jll.T CONIJl1IONS
BY me ENGINE£R-OF-lltWK PRIOR TO FINAL ACCEPTANCE OF THE 11tWK BY THE
CITr.
11. Aca:5:, FOR ~ ANO OTHER EMEffG'ENCY l£HlaES SHAU BE MAINTA/lw:;u TJ
7H£ PRO.ECT SITE AT AU t/MES OUR/NG CONSTRUCT10N.
12. IIHER£ 'TRCNCHCS ARE ltlTHIN CITY EASEMENTS, A sat.S REPORT COMPRISED
OF.· (A) SLIIIIW?Y SHEET, {8) LAEKRA TCRY lltWK SHEETS ANO {CJ COIIPACllON CIA'i'.n SHAl.1. BE S/JBltlTTCD BY A PROFESSIONAL ENGINEER OF fH£ STA TE OF
CAllFCRl#A, i li'IIIO'All. r DOING BIJSIN£SS IN me FIE/.1) OF APPUED sotLS
IECHANICS. me sotl..S REPORT IIU 8£ SU/MTTEO TO 7H£ arr ENGINfflllNG
INSPECTCR ltlTHIN n,v WONK/NC DA l'S OF THE COIIPlETlON OF fE/..0 TESTS.
IJ. A sotl..S COIIPACTION REPORT ANO CfMPI..JANCE l£Rff1CA TION REGARDING
ADHEMNCE ro REC<»IENOA llCNS ()(J'fllNED IN THE sotl..S REPORT IS RITl(JIRW
PRIOR TO 7H£ ISSUANCE OF A 8UII..OING PERIIIT. ALL CONTffOl1ED GRADING
SHALL BC DONC IJND[R THE OIRECTION OF A PR<JFESSlaiW.. ENGINEER OF THE
STA TE OF CA/.lfORNfA PR/NC/PALLY DOING 8IJSIN£SS IN THE FIEl.J) OF APPi£[)
sotl..S IECIWICS. ALL F/J.J. OR RJTUR£ Fill AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE ltlTH THE CITY OF CARlSBAO STANDARD SPECIF/CATIONS ANO THE
• EARTHlltWK SPEC/FICAllCNS • ATTACHED TO THE PRWMINARY SOLS
IN',£STTGA TION. DAil Y FIEl.J) COMPACllON REPORTS IIU BC SU/MTTCD TO THE
PRO.ECT INSPECTUII.
14. A PREcatSTRUCTION WEB SHA11 BE Hfl Q A T 11E !iTE P8KR llJ TH£
BEQNN/NQ tF IQlll'. ANO SHALL 8£ ATml1fT/ BY ML lit8ifSENTA711fi
l!'fSffillSB f Bl? C(l{S18IJC710N, INSPEC710N, ,&mi'lfSl'Q'i'. TESTWG AM2 ALL
QTH£R A,9¥"Cl3' Of T1E M'l'if( TH£ CONTRACTUII SHALL ~QtJEST A
PRECONSTWIJCTTON IE£TING BY CALJ.JN(; THE INSPff:TTON LINE AT {ltlO) 4.Jt J891
AT LEAST RI£ (5) lltWKING DA l'S PRIOR TO STARl/NG CONSTRUCTION. TIE XJNTRACTUII
IIU TIEN BC CONTACTED BT THE PRO.ECT INSPECTCR ro COORDINATE A LA TE ANO
TME FOR me PRECONSTRUCllON MEETING. Affll'l'.l'6J DIIAWNGS IIIIJST BE AVAM.Aa'.E
PRIOR TO SCHEIJtJlMG. THE GRAOING PERMIT IIU BC f'RO',ff)£(} BY THE PRO.ECT
INSPECT<R AT THE MEETING.
15. Ali. NSffCT/ai R£QU£STS OTHER "THAN HR Pll£C<l1S18UCTTON MffTllG /lllL BE
WOC BY CNI !NG 11£ £NQN££1lfNC 24 HWR INSPfCQ NF<l/fS! llfE AT ~ ~ /N!PCCTION REOIJESl'.5' MUST Bf ll£CEJ't£D PRK1H ll2 2:00 e11. ON'f?oil£ THE INSKCTION IS NEE0£0. INSPECTIONS IIU 8£ IIA/lE
THC NEXT lltWK DA Y /JNlESS )t]tJ REOU£ST OTHER"1SE. REQtJESTS MADE AFTER
2: 00 P.11. IIU BE SCl£[)()L£[) FOR 00 AJLL lltWK DA l'S LA TER.
16. THE Ol#Elf MV/fl'i' APPI.ICANT THROI./GH THE 0Ef£l.OPER ANO/fl'i' CONTRACTCR
SHALL O£SIQ( CONSTRUCT ANO MAINTAIN ALL SAFETY OEWGB; INCL(J{)/NG
SHORING, ANO SHALL BC SOlR Y RESPONSIIJIE FOR CONFORMING TO ALL U, .AL,
STA TE ANO FEDERAL SAFETY ANIJ HEAL "TH STANDARDS, LA 115' ANO /?£GUI.A l/c NS.
17. me CONTRACTCR SHALL CONFORM ro LAEKR CODC SECTTON 6705 BY SlJ/. .!IT7TNC
A OETAL PlM ro THE CITY ENGINEER ANO/fl'i' CONCEf?NEO AGENCY S 'OIi/iNG
me lJESl(iN OF SHORING. BRACING Sl..OPING OR OTHER PRO'rfSIONS ro 8£ .i!IAOE
25. lHESE PLANS ARE SUB.ECT ro A SIGNED ANO Affll'l'.l'6J SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROl£0 BY
TH£ CITY ENGINEER OR AS OIRECTED BY me PRO.ECT INSPECTUII.
26. ALL SLOPES SHALL BE ;'li'Jlllfl' TO A FNSH GRADE ro PR<XJiJCE A UNIFORM
SURFACE ANO CROSS SECllON. THE SITE SHALL BE LEFT IN A NEAT ANO
ORlJERI.. Y COMJfllON. ALL STONES, ROOTS OR OTHER lJE8RIS SHALL 8£ REM0'6J
ANO OISPOSED OF AT A SITE APf'R()',8} OF BY THE arr ENG/NEEff.
27. ALL SLOPES SHALL 8£ /RR/~ TED, STA/IL/ZED, PLANrm ANO/ll'i' H,..rl.WOSl....,.,,rirn=
tfTHIN TEN {10) DA l'S OF TH£ TME IIH£N (&!J_ Sl..~ IS BROiJGHT TO GRADE
AS SHOWN ON THE Affll\'.l '6} GRAOINC Pl.ANS.
28. LANOSCAPINC SHALL BE ACCOltlPUSIED CN ALL Sl..OPES ANO PADS AS R£QVIREJ)
Br me CITY OF CARI.SBAO LANOSCAK ftlANUAl, THC LANOSCAPfNG Pl.ANS FOR
THIS PRO.ECT, ORAl#NG NO. 4.19-IL ANO/fl'i' AS OtRECrm BY THE CITY
ENGINE£R OR PLANNING OIRECroR.
29. THE O#NER/APPI..ICANT SHALL INSURE THAT ALL CONTRACTCRS SHAU COORDINATE
THE lltWK IT THESE GRAOINC PLANS ltl"TH THAT SHOIN ON BOTH THE LAMJSCAP£
ANO IRRfGA TION Pl.ANS ANO THE IMPRO'oO/ENT Pl.ANS AS R£(llJIR£() FOR THIS
IID'iW' IN ACCORDANCE tfTH me LANOSCAl'F ltlANUAL 7111£ REOV/REltl£NTS.
JO. Slf81 DIIAIN PIP£ SHALL 8£ REJNFORCCO CONCKTE PIP£ ltl"TH A IMIMIJII
0-LOAD OF 1,:J50. FOR .ffll'VA TE Slf81 DRAIN PIPES, UP TD 15• p~ MAY BE
UTILIZED f'NO',ff)£(} DEPTH IS LESS THAN 15 FfET ANO BACKFILLED tf"TH J/,/-"
ROCK PER SDRSO S--1 T'fP£ •c• ANO PIP£ IIEE7S ASTII STANDARD .JOJ4 FOR
SOR J5 SaJD WALL PIPt.
31. IIH£R£ AN EXISTING PfPt LINE IS ro 8£ AlWIXJNED AS A R£SUl. T OF me
GRADING OPCRA TION, IT SHALL 8£ REM0'6J tfTHIN TWENTY FEET OF 8U/UJING
OR STR££T ARE4S AND REPI.ACEO tfTH Pf/OPERf..Y COMPACTED SCILS. IN OTHER
AREAS me PIP£ NIU 8£ PLUGGED tfTH CONCKTF OR REM0'6J AS Af'PR0',8} BY
THE CITY £NQNE£R.
32. TIE CONlRACTCR SHALL VfR/FY me LOCATION OF ALL EXIS'TING FACII.ITES
(ABV1£ GROtJNl) ANO I.JNO£R GROUND) l#THIN me PfNJ,ECT SITE SIJFF/CIENT/_ r
AHEAD OF GRADING TO PB?l,//T me ffE',fS/ON OF me GRADING Pl.ANS IF IT. IS
FOIHJ THAT TH£ ACTUAL LOCA llONS ARE IN C(JNflJCT tfTH THE PROPOSED
IQill::
JJ. THC CONTRACTCR SHALL NOTIFY AFFECTED UTI.JTY COMPANIES {SEE BELOW) AT
LEAST 2 F/JLl WORKING DA l'S PRIOR TO STARTING GRAOINC NEAR THEIR
FACILITIES ANO SHALL COOROINA TE TIE lltWK ltl"TH A COMPANr REPRE:SENTA lll£.
IJNlJENGROtH) SER'ACE ALERT (800}#22-4133
SOC.~:: {:lr;o)i.JB-6200
S.B.C. (75(}),m9-.J#I
AlJELPHfA CAB.EWSION (1'60}#38-5241
CITY OF CARLSBAO(STREETS .t STCJR/tl DI/AN) el60 -29/JO
• CARLSBAD WNICIPAL WATER OISTRICT {Sitt?, WTTf, .t RECL WTR) ,}#38-2722
•SAN Ot£GIJ/ro WATER OtSTRICT /4 ~753-1145 *LEUCADIA WASTEWATER DISTRICT 160 753-0155
• VALLEC/TOS WATER OISTRICT '60 7#-()160
•ot.JVENHAIN WATER DISTRICT (160)753-6466
• BUVIA SAN/TA T10N OISTRICT "l"ll'l'PRI (1'60):,65-5657
,.S ,I, ; RafflA 7F
.J-1. PERIIIT COIIPUANCE ~QIJIREMENTS:
A. FCl'i' CO/(Tltqlm 9i'~ me Al'PI..ICANT HIRES A awt ENGINEER.
SOILS ENGINEER, ANO GEaOQST TO 61'1£ TECHNICAL AD!fa;
08S£Rl£ ANO CONTROL THE lltWK IN PROGRESS {15.16.120A.8/
CARLSBAD //IIINIQPAL CODE.
B. PHIQR TO Fl{,1l APPli'OVAL CC A <TfAQIN<i PENIIT: TH£ FOl.10/tlNG
REPORTS lltJST 8£ SUIMTTED ro 7H£ CITY ENGINEER ~A me
PRO.ECT INSPECTCR {15.16.120A. 10/ CARLSBAD IIIJNICIPAL CODE:
(I) FINAL REPORT BY SUPER'ASING GRADING ENGINEER STATING ALL
GRAOINC IS COltlPI.ETE. ALL EROS/ON CONTROi, SLOPE Pl.ANTING
ANO /RR/GA T10N ARE INSTAI..I.E[) IN CalFOllflANCE ltlTH CITY
CODC ANO me Affll\'.l'6J PLANS {aJTAIN SAi/Pi.£ OF CfMPI..JANCE
lETTFR FHOM CITY ENGINEERING DEPARTMENT).
(2) AS-8U/i. T GRADING PLAN.
{3) REPORT FHOM me sotl..S ENGINEER, IIHCH INCLUOES
R£CfMENOED SOIL BEARING CAPAaT£S, A STATEMENT AS TO
THE EXPANS/1£ QIJAUTY OF me SOil. ANO .5!AIWAR£.5' OF
FIEW ANO LAEKRA TCRY TESTS. me REPORT SHALL ALSO
INCLUOE A STA TEIIENT BY TH£ Sat.S ENGINEER THAT TH£
GRADING WAS DONE IN ACCORDANCE ltlTH THE REOtJIROIENTS ANO
RECOltlltlENOA T10NS OOTLINED IN me PREI.IMINARY sotLS REPORT
ANO ANY SJ.JPPI.El,l£NTS THERETO.
(-1) REPORT tf"TH AS-BtJII. T r£aOGIC PLAN, IF ~QIJ/RfIJ BY THE arr.
J5. IJNl.£SS A GRAD/NC PERIIIIT FOR THIS PRO.ECT IS ISSlJ£D ltlTHIN ON£ (I)
>'EAR AFTER THE CITY ENGINEER'S Affll'l'.IVAL. THESE Pl.ANS MAY BE R£QIJIR£0
TO BE R£S/J811T7CD FOR P/.ANCHECK. Pt.ANCHECK FEES IIU BC R£QVIREJ) FOR
ANY SIJal RECHECK.
36. TH£ SOILS REPORT llTLED PROPOSED J--STUIIY OFRC£ 8UH.lJING ANO 2-STUIIY PARKNG
STRUCTURE. NORTHIIEST CORNER OF PALOMAR AIRPORT ROAD ANO LOKER A~ EAST
CARLSBAD, CALIFORNIA.
SPBJAL NOTCS:
me FOUOIIING NOTES ARE f'RO',f[)fJ) TO 61'1£ OIRECT/ONS TO THE CONlRACTUII
BY T1E ENGIN£fN OF IID'i'lt: THE CITY ENGINEER'S SIGNA TUR£ ON THESE PLANS
fXES NOT CONSllTUTE Affll\'.IVAL OF ANY OF THESE NOTcS, ANO TH£ arr 1111.J.
NOT 8£ Fi€SPONSl8LE FOR THEIR ENFORCEIIENT.
1. IEJTHER THE OIINER NOR THE ENGINEER OF lltWK llfU ENFORCE SAFETY IIEASIJRES
OR f/EGUlA TIONS. THE CONTRACTCR SHALL lJESIGN. CONSTRUCT ANO MAINTAIN ALL
SAFETY DE~ INCLIDNG SHOR/NC, ANO SHALL BE saEL r RESPONSIBl.E FOR
CONfORIIING TO ALL LOCAL, STA TE ANIJ FEDERAL SAFETY ANO HEAL TH STANDARDS,
LA 15 ANO REG/J/.A llONS.
2. LOCA 710N ANO ELEVA T10N OF IMPROV£11ENTS ro 8£ IIET BY lltlfi'II(' ro 8£ l}QE SHALL
BC C(JNflfN£() BY f/£LD 11£ASI.IR£/,/£NTS PRIOR TO CONSTRUCTTON IT NEW 11aW!:
J. 8£FCl?E EXCAVATING FOR THIS CONTRACT, VfR/FY LOCA T/ON OF /JNDERGROUNO UTI.Jl/ES.
7H£ EXISTENCE ANO LOCA llON OF ANY I.JNDERGROUNO Ulll/TY PIPES OR STRUCTURES
SHO#N a,( THESE Pl.ANS HAS BEEN aJTAINED FROII A VALAa'.E R£C(H)S OIi. r ANO IIA r
NOT REFI..ECT ALL EXISTING UTILITIES. LOCA llCNS OF AU EXISTING UTILITIES SHALL 8£
CONfTRll£D B't Fl£J..O IIEASIJREIENTS BY CONTRACTrR PRIOR TO CONSTRUCTION OF IID'i'lt:
4. CONTRACTCR IS R£(JIJIR£J) ro TAX£ PRECAUllONARY IIEASIJRES ro PROTECT me UTILITY
/../NEY SHOWN HERECN AND AN't 07H£/? EXISTING LINES NOT OF !£CORD OR SHO'Mi
ON THESE Pt.ANS.
5. #HOIE TRENCHES ARE ADJACENT TD RJTUHE 8U/I..OING SllcS, sat.S REPORTS SHALL BE
sutli/TTCD TO THE ENGINEER OF lltWK BY A (JIJAL/FlED SCILS ENGINEER tHICH CERTIFY"
THAT TRENCH BACKF/LL WAS COIIPACrm AS OIRECTEO Br me ll.S ENGINEER IN
ACCOROANCE ltlTH THE CN-SITE EARTHlltWK SPECIF/CA llONS.
• AS C£F1NEO IN ANO Llltl(TED IN SECTION 6735.5 OF THE BUSINESS ANO
PmYESSIONAL CODC OF CALJFORNIA.
6. SAFETY FENCES SHALL BE f'RO',f[)fJ) BY THE CONlRACTCR IIHER£ IICQIJIR£D BY THE
CITY ENGINEER.
7. DURING AClll£ CONSTRUCTION. AR£AS SHALL BE WATERED TO R£DIJCE fUGllll£ /JiJST.
8. CONTRACTCR ro AlMJST ALL PROPOSED ANO EXISTING FACIIJTTES ro GRADE.
9. CONTRACTUII TD REll()l£/RfPU,CE/RELOCA TE ALL EXISTING
FACI.ITICS R£(JIJIR£J) TD INSTALL PROPOSED IMPROV£11ENTS.
10. CONTRACTCR ro REIIOl£,IW£PLACE/RELOCA TE ANY LANOSCAPING/HAROSCN'ING ltHICH
CONFUCTS IN ANY WA r ltl"TH me INSTALLATION OR P/?OPfR FIJNCTlONING OF me
PROrOSE.u IMPROV£IIENTS.
If. ALL P/?OPOSEO Slf81 DRAIN FACII.JllES ARE .ffll'VATE /JNLESS OTHERWISE NOTED.
12. RUER TO ARCHITECT'S Pt.AN FOR HARDSCAPE LA )t]UT .t SPECIF/CATIONS.
IJ. FOR LANDSCAPE ANIJ IRRfGA TION IMPROVEIIENTS SEE OIIG NO. -139-fl
14. me CONTRACTUII SHALL BE /?£SPONSl8I..E FOR l£RIF't1NG TH£ (JIJANT/TICS SHOWN HEREON
ANO BALANCING THE EAR"fHlltWK (7{97E. IF 0/SCREPANCIES AR/SC, THE ENGINEER OF Jltl'i'K
SHALL PRO'AOE AREAS OF Al)JJSTMENT ro THE CONTRACTCR. IIH£R£ TRENOES ARE #fTHIN
EASBIENTS, STR££TS, OR 10' OF ANY ANY BU/i.OING, SOILS REPORT SHALL BE SllB/illTTED TD
THE ENGINEEf? OF lffil< BY A (J{JALlfEI} SOILS ENGINEER IIHCH /NOICA TES THAT THC
TRENCH BACKF/LL WAS COIIPACrm UNDER THE OBSERVA T10N OF THE SCILS £NQN££R ANO
IN ACCORDANCE /#"TH THE EARTHWORK SPECIF/CATIONS.
15. me CONTRACTCR SHALL BE RESPONSIBl.E TO INSURE THAT ALL Sl..OPES ARE 8IJll. TIN
ACCCROANCE tf"TH THESE Pl.ANS. IF THERE IS AN't (JlJESllCN REGARDING~~THESE~ Pt.ANS OR
FEJJ STAKES, THE CONlRACTCR SHALL !£Qt/EST AN INTERPRETA T10N BEflllfc DOING ANY
WORK er CALLJNG THE ENGINEER AT (858) 31'6-3#4
16. TIE CONTRACTUII SHALL IJNCOl£R ALL UTILITES "THA T MA WJ£ JOINED, CROSSED, OR
PARAl1ELElJ TD VfR/FY BO"TH HORIZ(JNTAL ANO 1£RllCAL UXA TTONS PRIOR TO ANY
CfJNSTRUCllON. ANY CONFUCT OR OISCREPANCY SHALL 8£ BROUGHT TO TH£ ENGINEfN's
ATTENTION PRIOR ro CONSTRUCT10N. OTHEHl#SE THE CONTRACTUII ACCEPTS AJLL
RfSl'ONS/811.JTY FOR ANr ADDITIONAL CONSTRUCllON OR RELOCATION COSTS.
17. T1E CONTRACT<R SHALL 8£ RESPONS181..E FOR LOCATING, MAINTAINING, RELOCAllNC, ANO OR
RafOVAL OF EXISTING UTILITTES.
18. THE {XJNTRACTCR SHALL RtPI..ACE ALL OESTROYEO OR OA!tlAGBJ SURFACE I.IIPROV£11ENT tfTH
IIPR01£11ENT £(}{JAL OR SIJPERIOR.
PROECT Lt:N:A Tia/:
THIS PROECT IS LOCA rm tfTHIN ASSESSORS PARCEL NIJltlBER:
209-063-22
THE CA/JFORNIA COOR/JINA TE INOEX OF THIS PRO.ECT IS.·
1990-6252
OIIIER,AJfl£1.lMR:
IIMIMOTH £OU/TIES, LLC
205.J2 a Ta/0 Ra4D, /302
IIISS10N !ft~ CA 92692
A TIN. LE£ ROTSHECK
TEL NO. (!H-9) 5/JJ-7158
OF IKlm<ER PROTECTTON FHOM me HAZARD OF CA MM;> GROtJM) DURING TH£
EXCAVAT10¥ OF SIJal TRENCH OR TRO(CHCS OR IJllRINC TIE PIP£ NSTA/.LATION
THER£/N. THIS PLAN /r/lJST BE PREPARED FOR ALL TRENCHES RI£ FfET (5'} OR
IIOR€ IN DEP"TH MV Affll'l'.ll£0 BY THE CITY ENGINEER AND/OR ctN:ERNEO
AGENCY PRIOR TO UCA VA llON. IF 11E PLAN VME5 Flf(II n-E SHallNG SYST£1/
STAl()AROS ESTNMJSHEI) BY THE CONSTWIJCTION SA/TTY Q\'lDS, 11Tl£ 8
Q4l.flJi1fA PrtSZRA 111,f cm<; TH£ PUN SHALL Bf PREPARED-Jr A REQS'THIEIJ fNQNfffl AT THE C<liTRACT<RS £XPENSE A COPY fi: OSHA
EXCA VA T10¥ POMT lltJST BE SU81r11T7CD TO TH£ INSPECTUII PRf(JR ro
PREPARED BY: EBERHART/UN/TU) catSULTANTS. INC. DArm: ~' fcl,,~-t O#IER'S CER11FICA TE:
ALL GRADING SHALL BE 0aE IN ACCORDANCE tfTH 7H£ REI ~ 110NS I {WE) HERUJY CERTIFY THAT A REGl'STERED SCILS ENGINEER OR
SPECIF/CA llONS CONTAINEO IN SAID ll.S REPORT. GEaOGIST HAS BEEN OR 1/U BE RETAINED TO SIJPtR~SE 01£1?-ALL
EXCA VA 110N. ·
18. NO 11..ASTING SHALL BE PERFOR//IED UNTIL A VAW 11..ASl/NG PfRft#T HAS BEEN
aJTAIED fTf(JII THE CITY OF CARI.SBAO. SlJBl,ffT APPl1CA T10N FOR /l.ASllNG
PERIIIT 1/E/.1 IN ADVANCE OF THE SCH£DUlJNG OF 11..ASl/NG OPERA T10NS.
19. IF ANY ARCHAEaOQCAL R€SOURCES ARE OISCO'EREO ltlTHIN ANY lltll'll' A,l'f;,4
0/.JRING CfJNSTRUCTION. OP£RAOONS lllli GcA.lf ·rm· TEZr. ANO HE
PERIIITTC£ IIU NO lFY THE CITY ENGINEER. OPERA T10NS IIU NOT REST/-IT
I.JNTl. TIE PfRft#TTC£ HAS ~CE/'6J /IIRITTEN AUTHORITY FROM THE 1TY
£NQN£ER ro oo sa
20. ALL OPERA TTONS C(JN(]tJCTED ON THE SITE OR ADJACENT THERc:ro, INCLI.JOING
WAHIIING lR, REPAIR. Alil'i¥VAl, DEPARTURE OR OPERATION OF TlilJCKS,
EARTHMOMM;> EOIJIPM£NT, CONSTRUCTION EOIJIPM£NT ANO ANY OTHER ASSOO'A TED
GRAIJINC EQU/PIENT SHALL BE LIMITED TO THE PERtaJ BETIICEN 7: 00 A.M. ANO
SllNSET EACH DA r. JIONDA r THRIJ FRIDA r ANO NO EARTHMOWNG OR GRAD/NC
OPCRA T10NS SHALL 8£ CONO/ICTED ON IIIEEJ(£NOS OR HalJA r.5: (A UST OF CITY
HaJOA l'S IS A VM.Aa'.E AT THE ENGIN£ERING DEPAR1'ENT COIJHTER.) •
21
· ~""filn::~ALSi'(~ ~~ ZI?&'.Yd&,i;~ ..
IQill:: ..... · .,
22. IMPORT MATERIAL SHALL 8£ aJTAINEO FROM, ANO 1"4STE Ii/A TERIAL SHALL BE
OEPOS/rm AT, A SITE Affll'l'.ll£0 BY THE CITY ENG/NEER. • 1H[ Cllfl1/AC(f}ff_
SHALL & /lt:iBl!>tl f FCW ANY Pf1El5 QR IMMACi£ QCaflRJNC ALCWG Ti-IE HAUL
ROUTES Cl'i' ADJACENT :;/NtE/5 AS A RESlJLT OF TH£ CRAOING OPERAT10N.
2J. 8RtJSH SHALL BE R£M()'6J OHL Y tfTHIN THE A/i'f'A· .,p 8£. Gf(Aoto. NO TfiftS ARE
TO BE REM0'6J IJN£ESS SPEC/FICALL Y NOTED CN TIE 'PLAN. • , .
2-1. ALL AREAS SHALL BE GRADED TD DRAIN. GRAD/NC R£SI.JI.. TING IN THE P(JN(}ING OF
WATER IS NOT PERIIITTCD. ALL EARTHEN SWALES ANO OITCHES SHALL HA 1£ A
II/NIIIUII ONE PERCENT SUP£.
CONTRACTOR'S NOTE
LEGAL D£SCR/PT/at
ALL THAT PORTION OF LOTS JJ All) .J-1 IT CARLSBAD TRACT NO. 14-21
IN THE arr OF CARLSBAD, COUNTY OF SAN occ;a STATE OF CAI.FtRNA,
ACCfROINC ro IIAP THERHT NO. 10312 Fl£D IN TH£ (HIC£ IT 71£ COUNTY
RECOROER OF SAN IJEGO COUNTY CN APRIi. IJ, 1982.
SIGNED:
11/afAEI. II SOHGENFR8 "'
R•E. NO.: c ,r,s1-
0A rc: Ju11t /1 'J.OOE>
UCENSE EXP/RA TTON DA TE.·
Section 4216 of the Government
GRADING ACllWTY ANO AO ON THE COMPACTION ANO STABILITY OF
THIS Sl1E.
7 ][
1EaARATKM (T RESPalSBE QIAR(E"
I HEREBY OECURE THA T I A/ti TH£ ENGINEER OF lltW1(' FOR THIS PRO.ECT, THA T I
HA 1£ EJIU'r:tSEO R£SP<JNS181..E CHARGE 01£1? THE DESIGN OF me PRO.ECT AS lJEF1NEO
IN SECTK1( 6103 OF THE BtJSINESS ANO PROF£SSIONS COO£, ANO THAT THE DESIGN IS
CONS/STANT /#"TH CURRENT STANDARDS.
I UNOENSTANO THAT THE CHECK OF PRO.ECT DRAIIINGS ANO SPEC/f/CA llONS B't THE
CITY OF CARLSBAD fXES NOT REU£1£ 11£, AS ENGINEER OF llD'i1I; IT ltlr
RESPONSIJILITTES FOR PRO.ECT DESIGN.
FIRII: PARTNERS PLANNING ANO ENG1N£ER/NG
ADORESS: 15938 BERNARDO CENTER OR.
SAN DIEGO, CA 92127 CITY, STATE.·---~------T (858)376-3#4
BY: 1,4, -LA~
~WJ.KANN
~Lu I()(. !A TE.· / 1 I)
R.C.E. NO.: 50940 REGl'STRA llON EXl'IRA T10N DATE.· 9-J0-01
PARTNERS
Planning and Engineering
~'i-~f[SSt01,
" "f; ~~\I J. ~ ,: ::: ~ .,1': sf. ~ ~ ---= ~ = No.50940 ~ .. ~ "°' Exp. 9-J0-07 II} ~'-.c,n\ ~..,,,.
~!" •"
Construction contractor agrees that in accordance with generally accepted construction
practices. con■truction contractor will be required to auume sole and complete responsibility for
job site conditions during the course of construction of the project, including ,afety of all persons
and property, that thil!II requirement shall be made to apply continuoualy '-Jnd not be limited to
normal working hours, and construction contractor further agrees to def-,d, indemnify end hold
City of Carlllbad harmless from any and all liability, real or alleged, in connection with the
performance of work on this project, e,cceptlng liability arising from the sole negligence of City of
Carlsbad prof ... ional.
Code requires that a Dig Alert Identification
Number be i"8Ued before a
15938 Bernardo Center Dr
San Diego, CA. 92127
or c11.\I
PACIFIC
OCEAN
DRAliAGE NO"IC:
CITY OF VISTA
VICINITY MAP
NOT TO SCALE
THE LOT ORA/NA(£ SHALL 8£ cot.J.£CTED AT VARf(J(JS LOCA TTONS BY
CA TCH BASINS ANO CONl£'fE() WA PIP£ UNOERGROIJNO FOR
OIRECT C(JNN£CllON ro me EXISTTNC Sl'STE.11 . .ffll'VA TE Slf81 DRAIN
INLETS SHALL BE RTTEO ltl"TH APPROl£0 POLLUTANT RUN-OfF CONTROL
OEWCES. me DEVICES SHALL 8£ FOSSIL FILTERS OR A GRA ~
FILTER Sl'STEM. GRASS SWALES SHALL BE UTTI./ZEO AS SHOWN ON THESE Pl.ANS.
BASIS (T BEARMCS:
THE BASIS OF BEARING FOR THIS PRO.ECT IS A PORTION OF THE EASTERL r
RIGHT-OF-WA r OF LOKER A 1£. EAST PER I/AP NO. 10372
(I.£ N.J-1'26',/-27)
BENQI MARK:
DESCR/PllON: BRASS OISI( IN CONCRETE IN A STAJl)ARIJ Sl.f/',£Y 'fEl1. (JN
CENTERl./lE OF a CAMINO REAL
LOCA llON: COUNTY OF SAN DEGO 8ENCINARK OESIGNA T1(JN
NO. R11J00-21!6+6IIEC
ELEVA llON: 311. 407 IISl DA T/Jl,I: NGKl 29
REFEREIKE DRAIINCS:
OIIG NOS. 31,/--3
SOIJRC£ (T TrPOCRAPHY
TOPOGRAPHY SHO'Mi ON THESE Pl.ANS PER SITE SURl£Y MADE BY ALTA LANO
SURl£Y IN MAY 2005 .t FTfll) l£RIFIEO BY PARTNERS Pt.ANN/NC .t ENG1NEtRING
DA TED MARCH 2005
EARTH#rRK QIJANTl'IES:
CUT (TO FINISH SURFACE) = 4,/J!iOCY
/JNDERC/JTS/5POILS =
RLL (ro flflSH SURFACE) = ,/-,260 er
lltlPORT
E~T
R£/rlEDIAL =
NJEX(TSIEETS
llTLE SHEET. ................................. SHEET I
IJETA/1.S. ........................................ SHEET 2
GRADING Pt.AN. ............................ SHEET 3
HORIZONTAL CONTROL PI.AN ...... SHEET 4
EROSION CONTROL DETA/1. ......... SHEET 5
EROSICN CONTROL PLAN ........... SHEET 6
"l'ermit lo Excawrte • will be valid.
For your Dig Alert I.D. Number Coll
Underground Service Alert
Ph. (858) 376-3444
Fax: (858) 376-3555 CARLSBAD MUNICIPAL WATER DISlRICT
ENGINEER'S I'«.> IE
CELSOC T0U. FAEE 1 100-◄22 1133 7llrjok tJ/1/lll'f Mt:: A~-'r.l.1 ll LT<:.
INITIAL DATE
lfRK 10/EIXIE:
TIE GRADfNG llll'M' SHAl.1. CONSIST OF me CONSTRUCTION IT ALL a/TS AM) FlJ.S,
REMBJIAL GRADING, DI/A/HAGE FACIJTIES, EROSION caiTROL FAC../TIES, ANO
PLANTING OF KRflANENT LANOSCAPINC ANO PREPARATION OF AS-a« T GRADfNG PLANS,
AS-Bt/1. T GEaOGIC IIAPS ANO REPORTS, ALL AS SHOfll/lt OR .. ii'f'QURto CN THIS SET
OF Pl.ANS AND THE arr STANOARIJS, SPEC/FlCA TIONS, REQUIR£IENTS, RESa.UT1<JNS
ANO ORDINANCES CITED ON lHESE Pl.ANS.
THE GRADfNG 11tWK SHALL 8£ F£RFDI/IIED IN ACCORDANCE WTH TIE Fa.J.OWING
DOCIM£NTS, CURRENT AT THE 7111£ OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
I. CARLSBAD IIIJNICIPAL CODE
2. CITY OF CARLSBAO ENGINEERING STANOARIJS
3. THIS SET OF Pl.ANS.
,/-. CITY OF CAR/.SBAO PLANNED IN/JUSTRW.. PERl,IT, PIP 05--1,/-
5. THE STANDARD SPEC/FlCA TIONS FOR PU8UC IIDl'KS CONS'TRIJCTION (GREEN BOOK}
6. sat.S REPORT ANO ~COMIENOATTONS BY EBERHARr / UNITED CONSULTANTS, INC.
DA TEO ,AJN£ 16, 2005.
7. THE SAN OIEGO REGIONAL STANOARO DIIAl#NGS ANO AS ltlA 't BE IIOIJll'JED Br
TIE CITY OF CARI.SBAO ENaNE£RINC STANOARIJS.
8. CAJ..IFflWA COSTAL COIMSSION 0Ef£l.OPIENT PERtlT COIO'fKJIIS DA TED N/A
9. .flVl\lffl IENTAL APPROVAL DOCIM£NTS DA TEO N/A
10. Slf81 1114 TER POLLUTTON PRE't£NTION Pl.AN (SWPPP) PREPARED Br PAR'TNERS PLANNING 1k ENGINEERING
DA TEO JAM/ARY 5; 2006 IIDID NO. 9-31CJ40500
11. Slaill WATER IIANAGCIENT PLAN {5""") PREPARED BY PARTNERS PlANNMG .t ENCIN£ERt#G .
O,i TEO SEPTEMBER 24 2005
12. me CAL/FORNIA STCJR/tl 1114TER QUAUTY ASSOCIATION (CA.swA). CONS'TRIJCTICN HAl((JfJ(J(X ANO STATE
OF CAI.JFORNIA, DEPT. OF TRANSPORTATION, CONSTRIJCTTON srrc: 11/ANAGDIENT PRACT/1£ (8/P) IINflMI..
LEGEMJ:
DESCRIPTION
PRO.ECT BOI.H)ARY
EXISTING SPOT EI.EVA TTONS
EXISTING CONTOUR .
EXISTNC TREES . .
EXISTING ~S MAIN.
EXISTING SANITARY SEIER .t ltlANHa.E
EXISTING WA TER .
EXISTING WATER.
EXISTING FIR£ HWJIIANT A 5SEJ&. Y .
EXISTING Slf81 DI/AN
EXISTING Slf81 DIIAIN STRUCTUR£
EXISTING STREET LJGHT
EXISTING CURB .t GVTTER .
PROPOSED CONrotJR
DA 'YUQfT LIMITS
DW'G.NO.
PROPOSED TM '8-1' CURB /M.ET
PROPOSED AREA DRAIN {PVT} .
PmROStD BROOKS BOX
. . . . . 0-2. 0-11, ~12.
PROPOSED HEADWALL . . .......... ~.],I.
PROPOSED Slf81 DRAIN (tO"Plf:) (PVT)
PROPOSED Slf81 DIIAIN (12"1'~) (PVT)
PROPOSED Slf81 DRAIN (167''.f:) (PVT)
PROPOSED lJETENTl(JN MD/1£GUA TEO Slll4LE.
PROPOS/;D 8lJLDINC FOOTPRINT .
PROPOS/;O FINISH FLOOR EI.EVA TTON .
PROPOSED TOP OF CURB ELEVA T10N.
PROPOSED PAl£JIENT El.EVATTON.
PROPOSED TOP OF WALL EI.EVA TTON
PROPOSED FLO#UNE ELEVATION
PROPOSED FINISHED GRADE ELEVA TION .
PROPOSED CURB .t GVTTER
PROPOSED RIBBON GVTTER .
PROPOSED SIDEWALK
PROPOSED CIJR8.
PROPOSED PARK/NC STAl.1.S
·D-60 ·
.o-60.
. G-2.
DETM. SHT. 2 .
SYIIBOL --------
"' •---"'-"" ---
. ---+I+----+--
@='
. ------er---.---------
·'\J
------. ~~-----=---=-----~
------.---------------
_J L..,_ __
I I 138.25
• :f,Jf.OOTt'
.-9f.{Xf
, :f,Jf.OOTW
• :f,U.00£
I :Pf:DtlTi
. ~
I I ·1 I 1 I ·
NOTE 1. Aca:5:, AISLES lJ£S/(HIJ ltlTH TRAFFIC INDEX OF 5.0 TD arr STANOAROS.
NOTE: (JIJANT/l1£S SHOIIIN HERECN ARE ESTIIA TES FOR P£Rltll7TNG PUO C&S GM'. Y ANO
ARE NOT ro BE USEO FOR FINAL CONTRACTUII PA r QUANlll/ES.
"AS BUil T"
QTY.
I EA
2 EA
3EA
2EA
135'
/,16'
40()'
425•
125'
/DO SF
11f(J'
P~~DEPARTMENT APPROVAL
fk~/4~ 12/1/07 ~ lllft: 7/ / 8j Ck, 1-, I ' _L -·; I■ RCE~D940 EXP.z'/36/cj DATI:
~ • ,r £41 ll&ft(::ilj (7 f:::,{,, -r ( )
:l:D BY/,/~ 12u_'J/47 ' •• Nm IT: :a11-.c6 'fi?rt.'iii _CTOR DATI:
I SH1EET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARlMENT :
GIW>DfG AJfD mlSIO.N CO:NTROL PLANS 1'0R: .
MN&tOlH f110I E890NAL... Eu Msto.
lDT8 33 • 3-4 MAP .NO. 10372 'l'ltACT .NO. 74-21
:::z.o:o ~AD kc~ H="=:~'ly . '
CITY ENGIN~ JJ069 >i:xPIRES 06/JO/oe ~~
DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. UNAUlHORIZED CHANGES & USES: The engineer preparing
these plcn·s will net be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must l)e
in writing and must be approved by the preparer of these plans.
Consulting Engineers &
Land Surveyors of California
Alary~·rr'h ROBERTWOJa
DEPUTY CITY ENGINEER
oJ.n:
R.C.E. 33698 EXP. 6 30 08 ENGINEER Of' WORK REVISION DESCRIPTION OTHER APPROVAL OTY APPROVAL
CHKD BY:~
RVVltl BY: PIP 05-1+ +39-1A
,_
<11 w
E □
"' 0
I ,,,
I
"'
.-----------------------------------------------------------------------------------------------------------------------------------------,5 E
SECTICN OF 12• IIETAliJC
OR PJ.ASTIC PIPE
17P OF PAl£/ENT
,e
BACKF1l1 ro 17P OF 1/B B£NI)
#I TH 1 • IIAXJIIIJM AGdiEGA 11!-
STAMJAHO Wl'f' BRA
12
12• CAST IRON GATE CAP
560-C-J250
CONC/£7f
---p~ PfPE
STD. I /8 BENO
Cl.OS£ oo .. .,,, a.A r
CAP .i-GROUT IN PUCE
OR USE MECHANICAL JOINT Pt.UC
rtPf
13 5/!" __l
6"
,, 1/2"
TYPE B
GATE CAP
(Heavy Outy)
STORM DRAIN CLEANOUT
NO SCALE
6" ATRtUII GRA1f
NOS BO OR APPROV.-~
EQU/VAWIT
NOTE: USE FUT BRASS GRA 1f FOR LAIW
AREAS .i-HARDSCAP£ CONTRACTOR
SHA/.1. SIJll,I/T FOR Al'f'ROVAL 1.01'
PRKR 1V INST.Al.LA TIO/I.
/MET UEVA TICN (FG)
PfR PUN
1.0%
AIWST A/.1. /Nl£TS 1V FINAL 1-----6" DI.I.II.
GRADED GIIAOfS.
STANDltRO P\.C
M BRANa-1
INl£RT B._EVA TIO/I (IE)
PfR PLAN
1.01' -
RISER PtPf i
PVC PtPf
(SIZE Pf/I PW/)
AFEA ~ DETAL
MM#KJ/.E
fl.(H;AR/J'I'
NSERT
CATr:H
BASIN
NOT TO SCALE
CllRfJ CPENIN(;
(SEE NOTE 6~ ___.,..... GIJTTE/1
FlOWJNE
Fil TCR BASKET
FOSSIi. ffOCK 1"' Fil TCR
#EDU/ POiJCH
SIDE VIEW
SCAJ.£: NONE
GUTTCTr
Fl.o«IE
fLO-GNfO
Fl.JfR 8(X)Y
Jj8'"XJ"
ANCHOR Ba..T
J PER SECT/ai
ANCHOR OETAL
NOTES
FOSSL ALTER
FLO-GARD
SUPPLEMENTAL INSERT
CURB OPENING INLET
I. FlD-CNIO"' Fl.TEN 8(X)Y SHAJ.1. IE liAMJFAClllRfI} fffOII PUNa£IM RESISTANT
FB£RQ.ASS flHCII IEETS OR D«H1JS PS 15-69.
2. Ail IETAI. CtMPOENTS SHA1.1. IE STAH.ESS SlfEl. (rtPf JOI).
.I RCIIOVAS.E Fil TCR BASKET SI/All. 8£ CONSTFfl/CTED FH(M OU11A/11£ pa '11'f?a''fl.EN£
IIOlff M<Hn.AIENT GEOlFXT/lE.
4. Fl.0-GNlff'"Fl.TfR 8(X)Y SHAil BE SEC/JHED Tl} CATCH BASIN lfMLl. lfffl EXPANSKM
ANCH<M Ba. TS AND ltASHEN (SEE OETM.).
5. FlO-GM/1"'/NSCRTS ARE AVAi.A/ii£ IN 24' a? JO" I.ENGTH SECT/aiS AND M4Y BE
INSTAll.ED N l'NilQ/S caBNA 1KN.i (EMJ ro ENO) ro FIT IIOST CA Tr:H BASIS i.JYIS.
6. FL7fR BASKET "41" 8£ HBIOl£D T1f?aJQf CIR1 OPCNNG FOIi EASE OF IIAINTCNANCE.
7. FLIDI w:,.M SH.All 8£ RJSSL ROCX , IN OISPOSAB.E POIJCIES, INSTALL£]) AND
IIIAINTANlD IN AccaiOANCE 'Mffl IIIAMFACTURER ~crMENOA TIONS.
RfOU/RfD 1REA TMENT C(J,(TROL BNP TABLE
OfSCNIP'fla,/ Qlf//NElfSHP IIAINTENANCE SHEET NO. IIAINTENANCE
/Nfl.1RA TKJN TC-If INFl.TRAll(I{
BASE /,IA TERIAI.
PER SCli.S REPORT
BASIN
AGRWIENT
Pl/f CC,IR
RIBBON GUTTER DET AL
NO SCALE
ADJtJST TO &RADE
/_
£ .. "XI.. 'S. 71NG TYPE 'F' CATCH BASIN TC=4JJ50
,.., /.--~,L --• i ,,,,",,, ___ • . '
. .":::::::::lt-'-,-', ....._ __ Fl=-132.38
' ~,
fREOIJENCY
1,ZJ; AS NEElJElJ
COIICRfTE
BASE .t A~
(560-C-J250)
~•,r-----------------------TTG=:-4:2~d:50~~(~~~L~)~~~_:---(J'II,-
CONTRACTOR TO FORII A
9• 0/NIETER HOI.£ AT THf:
BOTT()l,I OF BROa(S BOX
12" PVC
•
6"
•
TO 95% REL DENSITY (7'11'.)
12" PVC PIPE
Fl/SE/? PIPf=DOWNSTREAM
HORIZONTAL PIPE SIZE
IN',£/?T ElEV. IE
TG-1.0
OUTFLOW STRUCTURE
NO SCALE
PARTNERS
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph. (858) 376-3444
Fax: (858) 376-3555
.,._,,.,.,(L.....,_,.,. S<->...=-g ~~y"~/(\/'(\~ &/u Jp;,
ANDREW J. KNIN/ii.t.f. 50940 t.1E
1,/Y REGISTRAIION EXPf'lfS 9-J0-01
0
"AS BUil T"
(Lb/~· 1z/(1/o7
RCEso2~ EXP. 'l~Lt>'I · DATE ..
,.E?B)~ ~ . L1~1 ~CTOR ' D TE
I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARlMENT
GIW>IHG PLANB P'OR:
MA..~AMOTH PHC.>FES8UW.. BlLDINQ
DETAIUI
APPROIIED: CONRAD C. HAMMANN Or
ld-~ . .. r~•« CITY ENGINE .. JJ069_t!!PIRES 06/30/011 -:;;_-"
IZ//1/.f-~ A t> -:l!i "• I "T :5, DWN BY: PROJECT NO. DRAWING NO. DA1E INITIAL DAlE INITIAL DAlE INITIAL CHKD BY::H:
ENCllNED! Of' WllRK REVISION DESCRIPTION OlHER APPROVAi. CITY APPROVAL RVWD BY: PIP 05-14 439-1A
NOTES:
t, ACCESS AISLES OESIGNEO 'MTH TRAFRC INDEX OF 5.0 TO arr STANDAROS,
2. QIJANTITIES SHOPfN HEREO/V ARE ESTIMATES FOR PERM!mNG PURPOSES ONLY AND
ARE NOT TO BE USED FOR FINAL CONTRACTOR PAY QIJANTITIES.
----------'•• ·--. [X CURB ANO CUTTER
[X SW ------------------
Tda '{/$. It,
'"•'{JI. 55 4
~ '(;,
J. ~ -=
i<>1•
/'?==-::,;!.~li>·
;. [
,,i:11;----t--, . ::,,__+--
t1r/\ VIV Lor LINE ADJUB1MEN1 ND, 00-02
bVB1RUMEN1 ND, 2000-02389/0 J
!NS1RUMEN1 No, 2000-0238909
---------------
>-"' w
E □
N "' c-N -0 STORM DRAIN DATA TABLE "' a
NO, OELTA/BRG. RADIUS LENG71/ R[l,IARK I " LI NJ9'20'18'E 81.24' 18" P.t' SO I
• "' l2 NJ5'5fJ'S6"E: 20297' 18" P.t' SO
LJ N04'09's2"w 48.8J' 18" P.t' SO
l4 ~ 71' 'll '34' E Jf.JI, 10' P.t' SO
. , "' • ... u .-; a
Cl.
LS Nl9'42'JO"E 86.0S' 10" Pit' SO '-' " l6 Nll'S6'!8"E S5.8J' 12•· P.t' SO <O ,_
ll N10'59'Sl"E 75.92' 12" P.t' SO "'
l8 N81V9'24"E 61.Jl' 18" P.t' SO
l9 N62'50's4"E: 1aoo· 12" Pit' SO
Lio N&s''ll'JS'E n.1~· 6" PVC-SD
Lil N lo' 11 '»"w .iz., I I .(" PVC-So 0 15 JO 60 90
LIZ N5l,.IJ'r1''w ,,).'(..J f I t' PVG 'il>
Lt3 ~l•"•1'5f"W 'll-tt1' (" PVC SD GRAPHICAL SCALE: ----------------
/ ·;-'·•
~i~2'~b}
1 l
i
PARTNERS
Planning and Engineering
~ No.5094D ~
"' "O 15938 Bernardo Center Dr. {l ~-9-30-07 * San Diego, CA. 92127 /2, ./,, "AS BUil T" J'/' C/y\\ ~-..
.f/f "" Ph. (858) 376-3444 _,,/~~ 12./;1/07 OF 0\\\ Fax: (858) 376-3555 -
RCEt;o1fp I E;§,&o/o9 I
' A • -0 1 -I faYl#l. tf/zl/06 DATE
····~ -.. .... " ~--.. ... ----------ANDREW J. KANN /R.G.E.50940 I DATE ~DB:dCL-. """" ---~--'"". """ ------... ·------. . '.:~·--··· b.4~-i-MY REG/STRA noN EXPIRES 9-J0-07 ~' . OR
)
I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARThtENT
GRADING PLANS FOR:
MAMMOlH PROFESSIONAL BUILDING
LOTS 33 & 34 MAP NO. 10372 TRACT NO, 74-21
APPROVED CONRAD C. HAMMANN d r ~ i ~~~ :zA ~ CITY ENGINEE, E 330 EXPIRES 06/JQ/08 o'1 Et>
11./11/01 AOL A~-'-l\Li.S . ,
DATE INJTIAL DATE DWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY:~
ENGINEER OF WORK REVISION DESCRIPTION 071-IER APPROVAL CITY APPROVAL RVWO BY: '. PIP 05-14 439-1A
~~
o.: PER PLAN
-4• 'Ml/TE
(TYP)
HANDICAP SYMBOL
PER SDRSD M-29
4•
BLUE
~!
o.: PER PLAN
4• 'Ml/TE
(TYP)
PARKING SPACE STRIPING
NTS
..
ELEV.
PER PiAN (TYP)
!>::;; I,
~a;! 1:8 MA
I
BUMPER
DISABLED PARKING SIGN SDRSD M-28
1: 12
MAX. SLOPE
• MAX. SLOPE NOT TO
EXCEED 2:f IN ANY
DIRECllON
INTERIOR PARKING LOT
NTS
i""""
-~----1 --+--... PAlOMARAH'ORT ROAD
i
I., ..
.ft"';,
ff t
'
.:Ct;; .... L . ··' 1 I 20·! D ' ! ! i i ' . / ' ' • · ,.0.'EC(PR/J('AL E,45,·,; • ' • ! . / ' ; i • PEif O ' ·ro ·.'· ,MEN,T A/1RE£MEN1J
£fJ.J. · ro .BE °feAto%;f]51(1J. fi'a/•/2/'/o.1 . ·"·• -·";;:;,~::\_ ·~ ! ! ' j ' ' !
~:::_ "" " ~ i" / !
,-.... - ----f1i't:l<! /() ''AiA,ir. ~~?·
--------------------
.. , .
·" I • • .
◄• .. • I • . ' . ~~
.: .... ·=·:: .:: :·1·1··]:.;t<=·····TTG4R,-:,i;~;,£,!;'J(p;~t··"'-.=···b,:•· ~:==··:~ .. '"7~~f'?~B4l41 I
f}tiff. ·.·~"7~!=•··:::•:···4•'2···••:i::•··~·•• .• · •••~~+-l~·~JJ; I dli,'J,~-·~,\t/ ·:.· · · · · 1 \r;::;::::;:::'JJf!.itt}.J.t · •·.~~H·:c:,.··•·~:•:4,;·:~ i:~;;7~+:tt· .1, '
.: ···.·• .. ·!/ .,, . i .
:~: 19'
--------
--._, -"'"'"· '·•"'·-'""'-•-. .. .__"''"--
-----·---··--·--.,._ ~--------~-----------~------. "''%,. ···------..__, ___
---... . . .
~ ·" .. ....
0 15 JO 60 90
GRAPHICAL SCALE
LEGENfJ:
PROPERTY UNE/ PRO.ECT 8(JIJNOARY . . ............... . ----
@ 6" CURB ................................... .
@ 6" CURB .t CUTTER . . . . . . . . . . . . . · . . . . . . . . . . . . · · · · · ·
@ PCC J' /tlDE RIBBON CUUEH. . . . . . . . . · . . . . . . . . . . . . · · · · · · · •' • ;.I ~ ; ,..:,....-
0 P',1,lr. SEcllON (uGHT): STALLS 17=5.5 {MIN 4• Ac Ol,f"R r CLAss 2 A(JJ. . . ._._L~.··•·~~~-:~I
@ P',1,IT. SECllON (HEAVY}: AISLES 17=5.0 (MIN 41/6" AC 01,f"R 6" CLAS~ 2 ~8). ·eel ~~~=-j
@ PARKING STRIPE/HANO/CAP .SEE DETAIL .
(!) PA '.£MENT CONCRETE . . . . . . . . . . . .7.5" PCC. . ..... · · · · · · ·
31,300 SF
20,600 SF
&f{.~\1 J . .t ~
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tt-/;1/07
No.50940 ~ ~ = {t Exp. 9-30-07 l}
.f'~C I y I\. ~~~ RCE5D946 EXP.<f/3o/o7 DATE ' l't OF Cl\.~ 1. d /fJ ~ ,.,,_ ~/ufv~ I
ANDREW J. KANN f.C.t. 50940 DATE RELD,iac&: 1z}1/o1 MY REGIS/RATION EXPIRES 9-J0-07
~ECTOR DATE
I SH!ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
MAMMOTH PROFESSIONAL BUILDING
HORIZONTAL CONTROL
APPROVED CONRAD C. HAMMANN /9)'
& ~~ ~*t.~ 7/f.9/_,:,b CITY ENGINEER ~ 3306' ·-EXPIRES 06/30/08 DA E
/2/1/ltfl ~ A~-~'" l-"T <, DWN BY: PROJECT NO. DRAWING NO. -DATE INITIAL DATE INITIAL CHKD BY:'4.SC DATE INITIAL
REVISION DESCRIPTION PIP 05-14 439-1A OTHER APPROVAL CITY APPROVAL RVWD BY: ~ ENGINEER OF WORK
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EROSDI CONTRa. NO'IES
1. IN CA.sl" EIERG£NCY Jltlla'( IS Rrot/lRED,CONTACr KENN£TH c:Y1m!I, • IUJll,l()TH E(}l)/TIES ilC
(PHONE NUM8EI?) (9§/ $1=7158
2. EQLIIPIE}IT AND WORK£f?S FOR ~y WUiK SHALL 8£ ltlAO£ A VAflAIU Ar All
lMES IXJR1NC THE RAINY .sl"ASll'i All NECESSARY MATERIALS SHAlL 8£
STOCKPl£D ON SITE A r CON't£NENT Ll'X:A TIONS ro FACll/TA TE RAP//)
CONS1RUC1ION OF IDt/PORARr DE'.fCES //WEN RAIN IS MIINENT.
J. OE'tfCES SHOWN ON PlANS SHAll NOT BE IIIO'IUJ OR ll«JIF£D i#1HOiJT THE APA'i'OVAL
OF THE ENGINEER1NG INSPECTOfl.
4. THE CONTRACTOR SHAU RESTORE ALL £ROSION CONlffO/. DE'tlCES TD IIOIIKINC ORtJ£R
ro TH£ SA 1/SFACTION OF THE CITY E:NG/NElH AFTER EACH INN-Off PROOIJCfNG
RAliFALL
5. THE CONTRACTOR SHALL INSTALL AIXJl1IONAL EROSION CONTRa ilEASIJRES AS MA r BE
R£QtJIRE1) er TH£ CITY ENQIEER otJ£ ro UNCt:MfPf.ETlIJ CRADING CFCHA TICNS OR
tHCRfSEEN aRWMSTANCES 1/H/CH MAY ARrSE.
6. THf CONTRACTOR SHALL BE RfSl'a(Sl8/_£ ANO SHAU TAK£ NECESSARY PRECAU1IONS ro
PREIICNT RB:JC TRESPASS ONro Ali£AS WHERE MiPOIJNDfO 11"1E1i'S CREA TE A
HAZAIIDWS COMJl110N.
1. All EROSION CONTRa.. IEASURES Pf/0',ff)fl) PCR THE APffi'!J'IUJ CRADINC PUN SHAU
8£ JN<XRPORA TED HfR£ON.
8. CRADED Ali£AS AROIJNO THE PRO.ECT PERIETER MUST DRAIN A~ Y fflOf,f THf FACE OF
Sl.CPE AT THE CCWC/.IJS!ai OF EACH #afKNC ll-1 r.
9. All l/9IOV.Aa.£ PROlECll'tf: 0f',fCfS SHOtlN SHALL BE IN PLACE AT THE END OF EACH
WUIKWC 0A r WHEN THE fl'tf: (5) DA r RAIN PROBABI.ITY Fr:JRECAST fXCffDS FORTY
PfflCENT (-IQX}. SllT ANO 0T1Ef? Df8R/S SHAll 8£ HDI0',£1) AF7fR EACH RAINFAil.
10. All t;ll'A ~ BAGS SHAU 8£ IJIJRLAP nPE WITH J/4 INCH ltlNIMUltl AGtl\£CRA "le.
11. SHOtJUJ G£Rf/lNA llON OF HYCJROSEEIJCD Sl.OPE:s FM. TD PROWJE 01TCll'tf: COilrnACf
OF GRADED SUJIU (!KJX CO~ACE) Pf?IOR ro NO'rOIIER 15, THE SL<PES SHALL BE
STA/JLIZED BY PUNCH STRAW fNSTAll.ED IN ACC(R)ANCE WITH .sl"CTION .J5.02J OF
lHE £ROSKN AND 'YTY'ENT CONTRa. HANOfKJOK OF THE OEPARNENT tT CON.27i'VA mw,
STATE OF CAI.RJRMA.
'TEJl'(RMY £ROSOi CtMTRa.
PWITNC AMJ RR/GA TKR
All PERIIANENT ANO TEIIPORARY f1?aSION C(l(TRa PUN111G ANO lf/RfCA TION SHAI.J. 8E
INSTALLED AND IIAINTA/NfD AS R£QUIRU) IN SEC1ION 212 OF THE STANDARD
SFCCff/CA 7/0NS ANO lHE Fa.J.OWIN(;:
A H'ffJROSCEIJING SHALL BE APPt.EO TrJ:
1. All Sl.OP£S 7HA T ARE GRADED 6: I (HORIZONTAL TO '.lll/CAL) OR !, /ElPlR
WHEN TH£r ARE:
a. "fHRfI fTU OR JIORf IN HCIGHT ANO AOJJ,CfNT TD A PUBI.JC WAll OR s~r.
b. ALL Sl..<PES 4 FEET OR JIORf IN IE/Giff.
2. ARi'AS GRADED FlA TTER THAN 6: 1 flllEN ANY OF THE FOll.OWING CONOITIONS
EXIST.·
a. NOT SCHfDl.llE() FOR :IIIPHOffiENTS{CONSTRIJCTION OR GENERAL
LANOSCN'fNC) 1117HIH 6() DA I'S' OF ROUCH CIIAOINC.
b. /0£N1FlfD BY 7HE PARKS ANO RECREAOON DIRECTOR AS HIGHLY
lfSR£ ro 7HE PUBLIC.
c. HA 'tf: ANY SKOAL CCWOITION IO£Nw:nJ BY THE CITY ENGINEER
-rHA T WAl?f?ANTS lltllEDfA TE TRV,TIICNT.
8. H"f!JROSEEDED AREAS SHALL BE IRfifG.4 TED IN ACCUIVAIW:l" WITH THE FOi.LOWiNG
CRITERIA:
I. All SI.OPCS THAT ARE GRADED 6:1 OR :,/ElPt.R All) THAT ARE
a. THRfE ro EICHT FUJ IN HEIGHT SHAU BE IRfitC.I, TED BY HAMJ
WA TERfNC fflOf,f QUICK CDt/PtERS/HOSf BBS OR A CONVENTIONAL SYSTD,f
OF LOW PffECIPITA 110N SPffH<1ER HfAl)S PRO'AOINC TOOX aJ~AGl:
b. GI/EATER THAN 8 FEET IN HflGHT SHALL BE IIMl'Vi'W Br A CONVENTION-
AL Sl'S'TDI OF LOW PffEC1P/TA llON SPRfNK1.D? HEADS PRO',KJJNC 100:C
C01£'i'AGl:
2. ~s SI..OPED LESS m,w 6:1 SHAll BE IRRICA"TEIJ AS APPRO'IUJ Br TH£ CITY
fNQN£ER, Pf?IOR TD H'rfJROSCE1J/NC. THE OE~OPER SHALL S/JBMIT A
PROPOS£D :,CJEJ,E ro PROI/ID£ IRRIGATION ro 11E arr fNGINfER. THE
PROPOSAL SHALL BE SPECIFIC RECARDINC 7HE NtJIIB£RS, rrP£S ANO COSTS OF
THE fl.BtENlS OF THE PROPOSCO Sl'S'TEM.
J. IRHfClt TION SHALL MAINTAIN TIE 1/aSTI/Rf lflfi OF THE SOil A r TH£ a>TIIIJM LE~ FOR lHf GROWTH OF TH£ H'tfJROSEE1JfD GROWTH.
C. HtrJROSEHJINC "'X SHALL CONSIST OF All OF THE Fa.J.o.lG:
I. SEED "'X SHALL CONSIST OF NO LESS fflAN:
a. 20 lbs. PER ACRE OF ROSE Q.0',CR
b. 20 lbs. PER ACRE OF ZORRO FESCIJ£
c. .J lb8. PER ACRE OF E SCHOOi. CIA CAlJFORNICA
d. 4 '111. PER ACRE OF ACHII..I.EA IIIM.1.EFWA
& .J lb8. PER ACRE OF Al r.5!S!M (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOIECA
g. ITEMS c.4111 AND f OF ffl/S SIJBS£CTION MAY BC OMIT7UJ ON
LOCA TIONS WHERE 7HE ARCA BEING n iOliOSl:.EOt"lJ IS NOT 'ofS/11.£ fflal
EJTHER A PUa1C S~T OR RfS/OfNllAL S"fRIJCTURfS.
h. /TD,/ a OF ffl/S SUBSECllON MUST BE INOCIJU, 1£[) WITH A NfTRO(;fN
FIXING BACTERIA ANO APPt.lfD ORY £/T1Ef? er OR1lllNG OR
BRONXAS11NC BEFORE rl'tDHOSEEDINC.
l ALL SEED MA TERIALS SHAll BE TRANSPORTED TD 7HE JOBSITE IN
UIIOPOED CONTAINERS Wlffl THE C4Ll'TJRMA 0£PARTIENT OF FOaJ
ANO AGRICUI..TIJRf CERTR:ATION TAC ATTACHED m OR PRINTED ON
SAKJ C(l(TAINERS.
j NON-PHYTO-TDXIC rcnNG AGENTS MAY 8£ NJD[IJ ro THE HYDROSffO
Sl.tJRRr AT !HE DISCRf110N OF 7HE CONTRACTOil
2. TYP£ 1 MUI.CH APPUW AT 7HE RA TE OF NO I.ESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW} MA r 8£ SVBSll TU TB}, ALL OR PART, FOR
H'lfJRAUUCAI.1. r APPlJED ff/ER MATERIAL IHEli SrRAW IS 1./SEO IT 1111ST BE
ANCHORED ro THE SI.CPE Br MECHANICALL r PIJNCHNG NO I.ESS fflAN 5(JJC OF
!Ht STRAW INrrJ THE SOil..
J. FfRrll.lZER CONSISTINC OF AMll(N(JM PHOSPHATE SJ.FATE. 16-20-0, 111711
15X SlJI.PHUR APPl../fO AT T>E RA TE OF 500 1611. PER ACRE.
D. AREAS ro BE HYDROS£EIJED SHAl.1.. BE PREPARW Pll10R ro HYDROSffOINC BY:
1. ROtJGHENING T>E SVRFACC TD BE PLANTED BY ANY OR A COMB/NATION OF:
o. TRACI< WAJ.J<INC Sl.OPCS Slt.t.Pf.R fflAN 6: I
b. HARROWfNC AREAS 6: I OR FlA TTER THA T ARC StlFFlC/fNTL Y FRIABLE.
c. RIFYYf,'C AREAS THA r 1111 NOT BREAK UP IJSINC ITEMS a OR b ABO!£
2. COMJl110NINC TH£ stlf..S SO 11-fA TIT IS SJJITAIJI.E Fa? PlAN11NG BY:
a. NMJSTII(; THE SIJRFACE SOI. 1/aSTURf ro Pf/0',f[)f A DAMP sur NOT
SA TIJRATED SEHJ BED.
b. THE AIXJIOON OF stlf.. AIENOIENTS. PH AIMJSTIENT, LEACHING OR
CO';CRINC SAl.JN£ SOLS ro PRO',f{Jfl) i.tA.!lE CON0/1IONS FOR GROWTH.
£ H"ffJROSEEIJElJ AREAS SHALL BE MAINTAINfJJ TD PROWJE A ',fG(R()(JS liROWTH UNlll
7H£ PROECT IS F£RIIANEN7L Y LANOSCAPED Gw, FOR ME"AS /IHfR£ H'lfJROSfEDIN(; IS
7H£ PERIIANENT LANDSCAPIN(;, UNTL TH£ PROECT IS COltlPl£7ED ANO ALL BONDS
RElEASED.
50'11/N.
1:_,,:;,::
DtlSUNG GHOIN) ROCK
PI.I/JllC RIGHT-
ll"'-WA Y
PROVIOC A. , R!Ji\£4 TE TRAIISITDi
BETIIEEN srMI.JZED CONSTRI.ICTDi
ENTRANCE A/ii) PI.I/JllC RIGHT-OF-tlA Y
STAIJIJlFO ca/S'lRIJCTDI ENTRAIHE
NOT TD SCALE
STABILIZED CONSTRUCTION ENTRANCE
-METAL SHAl<FR PlA TES 1111 BE R£WIRED AT All LOCATIONS UNf.£SS SF£CIFICALL r
WA/',£1) BY 7H£ ENGINEERING INSPtCTOR DUE TD SITE CQ{STRAINTS.
-TH£ ROCK SIZE SHAU BE 2· MINUS
-A FENCf, BARRICADE OR OTHER [)£'ACE APPROW BY THE ENQNEFl//NC INSPECTOR
SHALL 8£ USEO ro RESTRICT CONS1RUCTION TRAFFIC ro "THE CONSTRUC"ON fN"fRANCE
~ fltSTROWOF Ql',llfl BAGS
HALF DEPTH
~fKJMI& AT MET
{~) Em FIRST ROW OF CRA IEl BAGS
HALF OEP"/H
AREA DRAINS BROOKS BOX
2 BAGS IIQf 2 BAGS HIQI
TYPICAL INLET DETAIL
Ql..4~ SAC DUALS
T. SET POSTS AMJ Dt'A VA TE A
-I Br 4 N (10 Br 10 ct,/)
TRENCH IJPSI.Off FROM AID
AL.(N; TH£ I.IE OF POSTS.
-----
:J. ATTACH TH£ Fl.TER FABRIC ro
TH£ IIIRC FfNCC A/ii) fXTOO IT
INTO TH£ TRENCH.
NOT TO SCALE
2. STAPIE IIIRC fE1IC1NC TO
THE POSTS.
4. BACKFll. A/ii) CDl!IPACT TH£
fXCA VA TED .5l:ll.
SLT FENCE
NOT ro SCAl£
PREFABR/CA TED SILT FENCE MA tBC USED IN
uru OF IN PLACE CONSTRUCnON.
SILT FENCE NOTE:S:
I. POSTS FUf SI.T FENCfS SHAll BE EJMR 4-liCH-aAIIE1!R lltUl 0/t Bl/lVAI.ENT i#rH A .llll'Mlt LEJIGrH OF
5 FCET. POSTS SHA/.1 BE SPACCD A MAAMM OF 10 FEET N'AM MJ Olll'<Ot ~r NTD TH£ G1KJll#D
111NoW OF 12 INCIES) 2• OfA. ,oaJ CR BMYALDfT MAY BE flSE1J l'RO~ POST SPACING IXCS NOT ~0:l!Hllrnn .('.
2. A TNCNCH SHALL BE Dt'AVATED ~IEZY 4 NCIES IC£ NtD 4 IOES OEEl' ALONG TH£ LIE OF POSTS
.l 11£ Fl.rER FABRIC SHAl.1 8E STAPIEO at IWIED ro TH£ POS7, MJ 8 fllCHCS OF TH£ FABRIC SHAl.i. [)(1EM)
INTrJ TH£ TRENCH. TH£ FNJI/IC SHAll NOT U,V,, JIONE THAN .J6 #/CHES ABt:11£ TH£ {ll(QNAf. Cll(U/f} SUIP'AGl:
Fl. TER FABRIC SHALL NOT 8£ STN'IEJ) ro EJtTSlliG lREES.
4. 7HE TRENCH SHAl.1 8£ BAO<Fll.ED AID TH£ .Sllt'. ca/PACTED 0IO TIE TOE OF 7JE Fl. TE!? FAlllllc.
5. TH£ MAll«M ORNNA/;E ~ 8CHNO TH£ SLT FENCE SHAll BE 1.0 AOlt
6. TH£ MAXMJM SI..OFC LENGffl BEHNO TH£ MdiLV SHAll BC l(X} FEIT
REi\11 D BY: a .-~ I Id ' ,,. ECTOR
PARTNERS
Planning and Engineering
fsiim7 ,crTY OF CARLSBAD ISHEETSI
l-----11----+----------------t----i----t---t----t '::~~5;;;;~~~EN~Gl~N~EE~R~IN;G=;;;D~EP~A::::R:::::lME=:N:::T::::::::::=::::::.::::::=6=~
1-----11----t----------------t----ir----t---t----t im>sIO.N CONTROL PLANS roR:
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph. (858) 376-3444
MAMMOTii f110FE~ EU..DINQ
MOTES 4MD D:!TAILS
Fax: (858) 376-3555 f b,.J;;;J.tfv::::. 1t!;:/~
APPROVED CONRAD C. HAMMANN ,I Y 14 • ~ . , • • I • /lf'./pf•
1-----11----+----_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_----+T _-_-_-_-_7.---_-_-_-_7.--r _-_-_---+r _-_----1--t CITY ENGIN~ J306!FEXPIRES 06/JO~ 'fu: TE"
i-:-:'z/=-.a;ll::-'-"-l-'1-,41'-"=t-<,,,__,f-<...LCA"!>"---~llT~ DWN BY: ~ PRO..ECT NO. DRAWING NO.
DATE INITIAL DATE INrTIAL DI\TE INITIAL CHKD BY
ENGINEER OF WORK REVISION DESCRIPTION OTHER Af'f'ROVAL CITY APPROV,&.l RVWIJ BY; PIP 05-14 439-1A MY REGISTRATION [XP/RES 9-J0-07
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0£TEN1TON Aiffi4/ 1£6f"TA TED SWAl.£
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SILT FENCE
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PER 0£TAH.. ON SHEET -I (T'l'P)
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PER DETAIL ON SHEET 4 (T'l'P)
DETAIL ON SHEET 4 (T'l'P}
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PARCEL 2 PER T.R,
PORTION lo rs JJ J 84
MAP ND, 101372
PORJ10N PARCELS 1 ,i 2
LDT LJNE ADJUSTMENT NO, 00,02
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GRAPHICAL SCM.E
PARTNERS
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph. (858) 376-3444
Fax: (858) 376-3555
~'~
IIY RCGISTRA 110N EXPIRCS 9-JG-07
"AS BUil T" ·t1~ffet4c 1z,/t1f,1
RCF50940 EXP,9/Jo/o1 DATE
R~iDBY:A~ ---4 .. fd. ~ . ~ CTOR •
1----+----1e-----------i--;------.-,--7rSHEE1'7 CITY OF CARLSBAD
~ ENGINEERING DEPARlMEHT
.tHOSk>11 CONTROL PLIINS n>R:
MAtA«)1}i )NAl_ BJl.DNl
LOT 33. It~ 1i1AP !10. 10372 TRACT :NO. 74-21
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