HomeMy WebLinkAboutDWG 410-5A; PIP 02-05; CANYON RIDGE BUS PARK, LOT 7; 01-04r •----------------------------------------------------------------■-------------------------..----------------------------------------------------------------, '" '"
GRADING NOTES
(IN ADDl7/0N TO THE REOIJIRD.1£NTS OF CHAPTER 11.06 OF THE
CARLSBAD MUNICIPAL CON.}
1. THIS PLAN SUPERSllJcS ALL OTHER PLANS PRfl-,OUSL Y APPROVBJ BY THE CITY o,.-CARLSBAD REGARDING GRADING SHOl'rrV ON THIS S£T OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESS£N OR WAl'IE ANY POR710N OF THE
CARLSBAD MUNICIPAL CODE, RESOLU710N OF CONDl710NAL APPROVAL, CITY
STANDARDS OR OTHER A{){)f710NAL DOCUM£NTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVIS£ THESE PLANS 1+1-/EN NON-CONFORMANCE IS 0/SCO'IEREO.
.I CITY APPROVAL OF PLANS DOES NOT RELIE'IE THE DEi/ELOPER OR ENC/NEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORREC710N OF ERRORS ANO OMISSIONS
DISCOVERED OUR/NG CONSTRUC710N. ALL PLAN Rfl'/SIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENC/NEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER l#LL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE; A
CER71FICA TE OF INSURANCE MUST BE FIL£[) NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSllREO Oi! THE PERMITTEE's p, l/1-:Y IN THE MINIMUM AMOUNT
OF $1,000,000.00 tvR EACH OCCURRENCE Of LIABILITY. THE INSURANCE
•:()j,(pANY WRITING THE POLICY MUST HA 'IE A RA 71NG OF "A• 4NO A•~Slz.=r~
ld:,_TEGdt{Y vF CLASS v' AS ESTABLISHED BY "BtsTS" KEY RA TING &U/0£
5. UNLESS EXEMPTED BY SECTION 301.{b}5 OF THE UNIFORM BUILDING CODE,
RETAINING iALLS OUTSIDE OF PUBLIC . YCHT OF WAY REOIJIRE SEPARATE
PERMITS FRl'IM THE BUILDING IJ£PARTMENT.
6. NO WORK SH, ,LL BE luMMENCED IJN71L ALL PERMITS HA 'IE BEEN OBTAINED FROM
.JlE CITY AND OTHER APPROPRIATE AGENC!Es.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK fJR CPAO,VG 70 BE PERFORMED UNTIL THE PROPERTY Ol'rrVER's PERMISSION
HAS Fi , V U, "'AINEO ANO A VALID GRAO.'NG PERMIT HAS BEEN ISSUED.
8. NO REVISIONS l#Ll BE MAO£ TO THESE Pl.ANS l#THOUT THE WRITTEN APPROVAL
OF THE CITY F'NC/NEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIA TE SHEET OF THE PLANS A.' •0 THE 71 TLE SHEET.
9. ORl,;JNAL DRAWINGS SHALl BECOME Tl{E PROPERTY OF THE CITY UPON BEING
SICNm BY THE CITY EN1NEER.
IC THL Otl'IC/NAL Of'A 'MNG SftALL BE REVISED TO REA.ECT AS-Bl'!LT CONDJnONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
t;/TY.
11. At CESS FOR FIRF ANO OTHER EMERGENCY I/EH/Cl.ES SHALL BE MAINTAINED TO
Ti1E PROJEi I SITF AT ALL TIMES DURING CONSTRUCTION.
12. 'MtERE 17?ENCHE5' ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISE!)
,)F: (A) SUMMARY SHEET. (BJ LABORATORY IIORI<' SHEETS AND (C) COMPAC710N
CURI/ES, SHALL BF SUBM/trto BY A PROFESSIONAL ENGINEER OF Tl{£ STA TE OF
CAL,;~Of'N/A. PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECt 'WICS. T1/E SOILS REPORT l#LL BE SUBMITTED TO THE CITY ENC/NEERING
INSPt, 'TOR WITHIN TIit? WORKING DA Y.S OF THE COMPLETION OF FIELD TESTS.
I.I A SOILS COMPAC710N REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDA 710NS OUTLINED IN THE SOILS REPORT IS REOIJIRE!J
Pf./(IQ TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLm GRADING
SHAie BE DONE U,,JtR THE DIREC710N OF A .PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN 711E FIELD OF APPLIED
SOILS I.IFCHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE .1'1TH 711£ CITY OF CARLSBAD STANDARD SPECIF/CA 710NS AND THE
• F'ARTHWO,'?K SPE~IFICA 710NS • A TTACHEO TO THE PREl/MINARY SOILS
/NI/EST/CATION. DAILY FIELD COMPAC710N REPORTS 'trill BE SUBMITTED TO THE
/ i?OJECT INSP£CTOR
1-,. A PRECONSll,'u::TION I.IFFTING SHALL BE HELD AT THE SITE PR!OfLJQ__Jf/C__~
BEGINNING OF WORK AND 'iHALLJJL_ATlENl)£D_ BY All REPRESENTATIVES
RESPONSIBLE FOB, C:QNSTRUC7l(JN, INSPEC710N. <;UPERVISION. TES71NG AND ALL
OTHER ASPECTS Of THE WORK THE CONTRACTOR SftALL SCHmULE THE MEE71NG
THROUGH Tl{£ PERMIT CLERK {760) 602-2740 AT LEAST Fl'IE(5} WORKING
DA Y.S' PRIOR TO STAR71NG CONSTRUC710N. APPROVBJ DRAWINGS MUST BE
"' 1/il:: PRIOR TO SCHEDULING. THE GRADING PERMIT l#LL BE PROVIUED BY
711L 'ECT INSPECTOR AT Tl{£ MEE71NG.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PREcVNSTRUC7lON MEETING l#LL BE
MADE BY CAIi/NG &• ENGJNFFRING 24-HOUR INSPECTION REOUEST l/NF-..AL
( 760) 438 3891. INSPECTION REO/JESTS MUST BE RECEIVED PRIOR TO 2: OtLe.M.
IJl.1 711£ DA Y BEFORE 711£ INSPECi!ON IS NEEDED. INSPEC710NS 'trill BE MADE
IH£ NEXT WORK DAY UNLESS YOU REOIJEST OTHERWISE. REOIJESTS MADE AFTER
2: 00 PM. WILL BE SCHEOULEO FOR TIit? FULL WORK DA Y.S LA TER.
Iii. THF OlmER AND/OR APPLICANT THROUGH 711£ DEi/ELOPER AND/OR CON7RACTOR
SHna DESIGN. CONSTRUCT ANO MAINTAIN ALL SA/TTY DEVICES, INCLUDING
SHORING, AND SHALL BE SO/..El Y RESPONSIBLE FOR CONFORMING TO All LOCAL.
STA TE AND FEDERAL SAFETY AND HEAL 711 STANDARDS, LA It.', ANO REGULA 710NS.
17. TJ{E CONTRACTOR SHALL CONFORM TO LABOR COO£ SEC710N 6705 BY SUBMlmNG
A ?E i.1/L PLAN TO 711£ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE Dt-SIGN OF c/./OR/NG, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PRDTEC710N FROM TW: HAZARD OF CA 'I/NG GROUND DURING Tl{E
EX(, IVA TION C" SUCH TRENCH OR IHENCHES OR DURING THE PIPE INSTALLA 710N
THE'?E/N. Tl{/S PLAt.' MUST BE PREPARED FOR All TRENCHES Flvt:: FEET (.5'} OR
MOR[ IN OtPTH ANO APPROVl::O BY THE CITY ENGINEER ANO/OR CONCERNED
AGENCY PRIOR TO EXCA VA 710N. IF TH£ PIAN VAR/f>. FROM THE SHORING SYSTEM
STA.'iDARDS £STABLISl{£1) BY lliE CONSTRUC710N SAFETY ORDERS, 71TLE 8
CALIFORNIA ADMINISTRA 711/E COD£ THE PLAN SHALL BE_ PREPARED BY A
ff£J,/S'!':REQ ENC/NEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
LXc, . A 710N "El/MIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO E"C · T"'r,v.
18. N{ 01.~~ i/NC SHALL BE PERFORM£[) UN71L A VALID BLAS71NG PERMIT HAS BEEN
O"lA'•'i'<J FRfl/1 711£ CITY OF CARLSBAD. SLIBMIT APPL/CA 710N FOR BLAS71NG
Pt1,,-,. ,rs .. ''-· ADVANCE OF THE SCHEDULING OF BLAS71NG OPcRA 710NS.
19. IF ANY •IRCHAEOLOr.lCAi RESOURCES ARE DISCO'IERED 'MTHIN ANY WORK AREA
DURING c'ON<iTR/1r71o,v, OPERATIONS IIILL CEASE llr/lr/EOIATELY. AND THE
.'FRiJITTEi i#i L N071FY THE CITY ENGINEER. OPERA 710NS Will NOT kESTART
JI,, 'HE Pf:RM/fTEE HAS RECEl'IED M/ITTEN AUlliOR/TY FROM THE CITY
£NGIN/ TV '·.; SO.
2(1 ALL -•PERA .,ONS CONDUCTED ON 711£ SITE OR ADJACENT lliERETO, INCI.UOING
WARMING UP, REPAIR. 4RRIVAL, DEPARTURE OR OPERA 710N OF TRUCKS,
EA!.. JMOVl/ol" f"'f)IJ/PMENT, CONSTRUC710N EQUIPMENT ANO ANY OTHER ASSOC/A TEO
GRADING i, . .JIIENT SHALL BE LIMITED TO THE PER/00 BETWEEN 7:00 A.Al AND
SIINSL TEACH DAY, MONDAY THRU FRIDAY AND NO EARTHMO'I/NG OR GRADING
OPERA 710NS SHALL BE CONDUCTED ON WEEK£NDS OR HOLIDA I'S: (A LIST OF CITY
HOLIDA Y.S' IS AVAILABLE AT 711£ ENC/NEERING DEPARTMENT COUNTER.)
21. ALL OFF SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENC/NEER FOR APPROVAL TIit? FULL WORKING DAY.'. PRIOR TO BEGINNING OF WORK. ~ .... -
22. IMPORT M,4 TER/Al SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITE/J AT. A SITE APPRO'IED BY THE CITY ENC/NEER. THE CONTRACTOR
SHA/ L BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG llif HAUL
ROUTES OR /lOJA.CENT STREETS AS A RESUI T OF THE GRADING OPERA 770N.
2.I BRUS!{ SftALL BE REMOVBJ ONl. Y WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE I "MDI/ED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. All ARtAS SHALL BE GRADED TO DRAIN.GRADING RESUL 71NG IN THE PONDING OF
WATER IS NOT PERMITTED. All EARTHEN SWALES AND DITCHES SHALL f/A VI:: A
MINIMUM ONE PERCENT SLOP£
CONTRACTOR'S NOTE
Construction contractor agrees that In ac. :-:ordance with generally accepted construction
practices, construction contractor wlll be requins,iJ to assume sole and complete responsibility for
job site conditions during the course of construction of the project, including safety of all persons
end property; that this requirement shall be mode to apply continuously and not be limited to
normal working hours, ond construction contractor further agrees to defend, indemnify and hold
City of Carlsbad harmless from any and all liability, real or alleged, In connection with the
performance of work on this project, excepting liability arising from the sole negligence of City of
Carlsbad 1 •rofessionol.
25. THES£ PLANS ARE S/JBJECT TO A SIGNED ANO APPROVBJ SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOl'rrV ANO AS APPRO'IEO BY
lliE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE ANO CROSS SEC710N. THE SITE SHALL BE LEFT IN A NEAT ANO
ORDERLY CONOl7l0N. ALL STONES, ROOTS OR 0711£R DEBRIS SHALL BE REMOVBJ
AND DISPOSED OF AT A SITE APPRO'IED OF BY THE CITY ENGINEER.
27. All SLOPES SHALL BE /RR/GA TEO. STABILIZED. PLANTED ANO/OR H'l'DROSEEDED
1#711/N TEN (10) DA Y.S' OF 711E TIME 1+1-/EN EACH SLOPE IS BROUGHT TO GRADE
AS SHOIIN ON lliE APPRO'IEO GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REOIJ/Rm
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PRO.IECT, DRA'MNG NO. 410-5L AND/OR AS DIRECTED BY 7HE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE Ol'rrVER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SftALL COORDINATE
THE WORK OF THESE (',RAO/NG PLANS WITH THAT SHOIIN ON BOTH THE LANDSCAPE
ANO /RR/GA 710N PLANS AND lHE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE 'MlH THE LANDSCAPE MANUAL 71ME REQUIREMENTS.
30. STORM DRAIN PIPE SHALL BE RfJNFORCEl) CONCRETE PIPE MTH A MINIMUM
D-LOAO OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15• Pi't' MAY BE
U71LIZED PROVIDED OEPlli IS LESS lHAN 15 FEET AND BACKFILLED WIT!{ 3/4"
ROCK PER SDRSIJ S-·4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR J5 SOLID WALL PIP£
31. 1+1-/ERE AN EXIS71NG PIPE UNE IS TO BE ABANDONED AS A RESUl T OF lliE
GRADING OPERA 710N. IT SftALL BE REMO'IED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OlliER
AREAS THE PIPE l#LL BE PLUGGED MTH CONCRETE OR REMO'IED AS APPROVBJ BY
THE CITY ENC/NEER.
32. THE CONTRACTOR Sf{ALL VERIFY 711£ LOCA 710N OF ALL EXIS71NG FACILITIES
(ABOJ.f' GROUND ANO UNDER GROUND) 1#711/N THE PROJECT SITE sumct£NTL Y
AHEAD OF GRADING TO PERMIT 711E REVISION OF lHE GRADING PLANS IF IT IS
FOUND lliA T lliE ACnlAL LOCA 710NS ARE IN CONFLICT WITH THE PROPOS£0
WORK.
3.I THE CONTRACTOR SHALL N071FY AFFECTED Ulll/TY COMPAN/£5 {SEE BELOW) AT
LEAST 2 FULL WORKING DA Y.S PRIOR TO STARTING GRADING NEAR 711£/R
FACIL/7lES AND SHALL COORD/NA TE lliE WORK W/711 A COMPANY REPRESENTA 71VE.
/JNOERGROUNO SERVICE ALERT {800)422-4133
SDGM (760)438-6200
S.8.C. {760)489-3441
ADELPHIA CABLEVISION {760)438-5241
CITY OF CARLSBAD(STREETS .t STORM DRAIN} {760)438-2980
'CARLSBAD MINIC/PAL WATER DISTRICT {SWR, WTR, ,t RECL. WTR) (760)438-2722
'SAN DIEGll/TO WATER DISTRICT (160)753-1145
'LEUCADIA COUNTY WATER DISTRICT (760)753-0155
• VALLEC!TOS WA IFR DISTRICT {760)744-0460
•Ol..l'IENHAIN WATER DISTRICT (760)753-6466
• BUENA SAN/TA 710N DISTRICT (760)565-5657
,is APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTRO/..LED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER.
SOILS ENGINEER. AND/OR GEOLOGIST TO C/'IE TECHNICAL ADVICE,
OBSERVI:: ANO CONTROL THE WORK IN PROGRESS {11.06.170{B)/
CARLSBAD MUNICIPAL COO£
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FO/..LOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR /11.06.190(8)/ CARLSBAD MUNICIPAL COO£'
(I) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA 71NG ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLAN71NG
ANO !RR/GA 710N ARE INSTALLED IN CONFORMANCE 'MT!{ CITY
CODE AND THE APPRO'IED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUil T GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, r.HICH INCLUDES
RECOMMENDED SOIL BEARING CAPACl71ES, A STATEMENT AS TO
711£ EXPANSl'IE 0/JALITY OF 711£ SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. lliE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN 'CCORDANCE W/711 THE REQUIREMENTS AND
RECOMMENDA 710NS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS 711£RETO.
(4) REPORT WITH AS-BUILT GEO/..OGIC PLAN, IF REOIJIRED BY THE
CITY.
J5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE {I)
YEAR AFTER 711E CITY ENGINEER's APPROVAL. Tl{ESE PLANS MAY BE REOIJ/Rm
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES 'MLL 8£ REQUIRED FOR
ANY SUCH RECHECK.
J6. THE SOILS REPORT 71TL£l)
ALL GRADING SftALL BE DONE IN ACCORDANCE l#TH THE RECOMMENDATIONS
SPECIF/CA 710NS CONTAINED IN SAID SOILS REPORT.
LEGAL DESCRIPTION
LOT 7 OF MAP 10372 RECORDED IN THE OFFICE
OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,
DA TEO APRIL 13, 1982.
SOILS ENGINEER'S CERTIFICATE
I, JOSEPH J. vt::TTEL . , A REGISTERED GEO TECHNICAL
ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS
IN THE FIELD OF APPLlm SOILS MECHANICS, HEREBY CER71FY THAT A
SAMPLING AND STUDY OF THE SOIL CONDl7l0NS PREVALENT W/711/N THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTlON. PER SOILS REPORT DA TEO
AUGUST 22, 2000.
7llt? COPIES OF lHE SOILS RE,
RECOMMENDA 710NS,, HAS BEi
ENGINEER.
SIGNED:
T COMPILED FROM THIS STUDY, l#TH MY
'OMITTED TO 711E OFFICE OF 711£ CITY
I/ETTEL
R.G.£ NO.: _2_,tO_I ___________ _
DATE.· ::+( \ f12__,__ ________ _
LICENSE EXP/RA 710N DA TE: 9-30-04
CELSOC
Consulting Engineers &
Land Surveyors of California IMPORTANT NOTICE
Section 4216 of the Government
SPIECIAL NOTES
THE FOLLOWING NOTES ARE PROVIDED TO C/'IE DIREC710NS TO THE CONTRACTOR
BY THE ENC/NEER OF WORK. THE CITY ENGINEER's SIGNA TUR£ ON THESE PLANS
00£'i NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES, AND THE CITY WILL
NOT 8£ RESPONSIBLE FOR THEIR ENFORCEMENT.
I. NEITHER lliE Oltr/ER NOR THE £NC/NEER OF WORK WILL ENFORCE SAFETY MEASURES
OR REGULA 710NS. THE CONTRACTOR SHALL DESIGN. CONSTRUCT ANO MAINTAIN ALL
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOI.EL y RESPONSIBLE rOR
CONFORMING TO ALL LOCAL. STA TE ANO FEDERAL SAFETY AND HEAL TH STANDARDS,
LAWS ANO REGULATIONS.
2. lOCA 710N ANO ELEVA 710N OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL
BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUC710N OF NEW WORK.
.I BEFORE EXCAVA71NG FOR Tl{/S CONTRACT. VERIFY LOCA710N OF UNDERGROUND U71Ll71ES.
Tl{£ EXISTENCE AND LOCA710N OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOlm ONT/IESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONI.Y AND MAY
NOT REFLECT ALL EXISTING U71L/71ES. LOCA 710NS OF ALL EXIS71NG U71Ll71£5 SHALL BE
CONFIRMED BY FIELD MEASUREMENTS BY CONTRACTOR PRIOR TO CONSTRUC7llW OF WORK.
4. CONTRACTOR IS REOIJIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE U71LITY
LINES SHOKN HEREON AND ANY OTHER EX/SllNG LINES NOT OF RECORD OR Sl{OIIN
ON THESE PLANS.
5. 1+1-/ERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS SHALL BE
SUBMITTED TO THE ENGINEER OF WORK BY A 0/JALIFIEO SOILS ENGINEER r.H/CH CER71FY'
lliAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY lliE SOILS ENGINEER IN
ACCORDANCE 1#711 711£ ON-SITE EARTHWORK SPECIF/CA 710NS.
• AS DEANED IN AND LIMITED IN SEC710N 6735.5 OF THE BUSINESS AND
PROFESSIONAL CODE OF CALIFORNIA.
6. SAFETY FENCES SHALL BE PROVIDED BY THE CONTRACTOR 'MIER£ REQUIRED BY THE
Cl TY ENGINEER.
7. DURING AC7l'IE CONSTRUC710N, AREAS SHALL BE WATERED TO REDUCE FUGl7l'IE OUST.
8. CONTRACTOR TO ADJUST All PROl'OSED ANO EXIS71NG FACIL/71ES TO GRAD£
9. CONTRACTOR TO REMO'IE/REPLACE/RELOCA TE ALL EXIS71NG
FAC!ll7/ES REOIJIRED TO INSTALL PROPOS£0 IMPROVEMENTS.
10. CONTRACTOR TO REMO 'IE/REPLACE,/RELOCA TE ANY LANOSCAPING/HAROSCAPlllG 1+1-/ICH
CONFLICTS IN ANY WAY WITH THE lNSTAlLA TION OR PROPER FUNC710N/NG Of' lliE
PROPOSED /!JPRO'IEMENTS.
11. ALL PROPOSED STORM DRAIN FACIIJ71ES ARE PRIVATE UNLESS OlliERl#SE NOTED.
12. REFER TO ARCH/TEcrs PLAN FOR HARDSCAPE LA YOIJT ,t SPECIF/CA 710NS.
1.I FOR LANDSCAPE ANO !RR/GA 710N IMPRO'IEMENTS SEE PLAN FILE NO.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 'IER/F't/NG 711E 0/JANTITIES SHOlm HEREON
ANO BALANCING lHE EARlliWORK ONSITE. IF DISCREPANCIES ARISE, THE EN1,!NEER OF lll7RK
SHALL PROVIDE AREAS OF ADJUSTMENT TO THE CONTRACTOR. 1+1-/ERE TRENCHES ARE WITHIN
EASEMENTS, STREETS, OR 10' OF ANY ANY BUILDING, SOILS REPORT SHALL BE SUBMITTED TO
Tl{£ ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER 1+1-1/CH IND/CA TES THA T lliE
TRENCH BACKFILL WAS COMPACTED UNDER lliE OBSERVA 710N OF 711E SOILS ENGINEER AND
IN ACCORDANCE WITH THE EARTHWORK SPECIF/CA 710NS.
15. 711£ CON7RACTOR SHALL BE RESPONSIBLE TO INSURE THAT All SLOPES ARE BUil TIN
ACCORDANCE l#TH THESE PLANS. IF THERE IS ANY OIJES710N REGARDING T/IESE PLANS OR
FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETA 710N BEFORE DOING ANY
WORK BY CAlUNG Tl{£ ENGINEER AT (858)695-3344.
16. THE CONTRACTOR SHALL UNCOVl::R ALL U7lll7/ES THAT MA YBE JOINED, CROSSED, OR
PARALLEL TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO ANY
CONSTRUC710N. ANY CONFLICT OR DISCREPANCY SHALL BE BROUC/ff TO 711[ ENC/NEER's
A TTEN710N PRIOR TO CONSTRIJC710N. OTHERWISE 711£ CONTRACTOR ACCEPTS FULL
RESPONSIBILITY FOR ANY AOOl7/0NAL CONSTRUC710N OR RELOCA 710N COSTS.
11. 711E CONTRACTOR SHALL BE RESPONSIBLE FOR LOCA 71NG, MAINTAINING, RELOCA 71NG, AND OR
l?EMOVAL OF EXIS71NG U71Ll71ES.
18. THE CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE /MPRO'IEMENT l#TH
PACIFIC
OCEAN
o LOKER
WEST
~
AVF_
VICINITY MAP
NOT TO SCALE
CITY OF VISTA
ROAD
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUC710N OF ALL CUTS AND FILLS.
RD.lt"O/Al GRADING, DRAINAGE FACll/7lES, EROSION CONTROL FACIU71ES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARA 710N OF AS-BU/l.T GRADING PLANS,.
AS-1/UILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOKN OR REOIJIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS. SPECIF/CA 7lON5; REOIJIREMENTS, RESO/..UTIONS
ANO ORDINANCES CITED ON 711ESE PLANS.
THE GRADING MJF?K SHAl.l BE PERFORMED IN ACCORDANCE WITH THE ,-0/..LOWING
DOCUMENTS, CURRENT AT lHE 71ME OF CONSTRUC710N. AS DIRECTED BY THE CITY
ENGINEER.
I. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STA~(DARDS
.I THIS SET OF PL.ANS.
4. THE STANDARD SPECIFIC'A 710NS FOR PIJBLIC WORKS CONSTRIJC710N (GREEN BOOK)
5. SOILS REPORT ANO RECl'IMMENDA 710NS BY GEOCON INCORPORA TEO
DA TEO FEBRUARY 05, 200.I
6. THE SAN DIEGO REG/ONA~ STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
711£ CITY OF CARLSBAD STANDARDS.
7. PIP 02-05 DA TED APRIL 01, 2003.
8. GENERAL CONSTRUC710N AC71VITY STORM WATER POLLU710N PREVEN710N
PLAN (SM'PP} FOR CARLSBAD OAKS LOT No. 7, WD/0 NO. :, 37c.~zz4z,,
J_EGEND
DESCRIPTION
PROJECT BOUNDARY
EXIS71NG SPOT ELEVA 710NS
EXIS71NG CONTOUR .
EXIS71NG TREES .
EXIS71NG GAS MAIN.
EXISTING SANITAR'I" SEWER ,t MANHOLE .
EXIS71NG WATER . . . . .
£XIS71NG WATER . . .
EXIS71NG ARE HYDRANT AS.<;EMBL Y .
EXIS71NG STORM DRAIN
EX!S71NG STORM DRAIN STRUCTURE
EXIS71NG STREET LIGHT
DWG.NO. SYMBOL
EXIS71NG CURB .t GUTTER.
PROPOSED CONTOUR . -~
DA 'r'l/GHT LIMITS . . . .
PROPOSE!) TYPE 11--,' C. 0. {PVT} .
PROPOSE!) TYPE ,I ' CURB INLET . . .
PROPOSED STORM DRAIN (12"Pl't')(PVT}
. ---+I+----·--+'
· 0-7, 0-9, D-11
· 0--1, D-11, 0-12 ·
· · D-60 ·
QTY.
I EA
I EA
51 lF
IMPRO'IEMENr EOIJAL OR SUPERIOR. DRAINAGE NOTE _J L. .. __
PROJECT LOCATION
THIS PROJECT IS lOCA TEO WITHIN ASSESSORS PARCEL NUMBER(S)
209-081-0700
THE CALIFORNIA COORl)/NA TE INDEX OF THIS PROJECT IS.-
N 35.1500 E 1691 BOO
OYVNER/DEVELOPER
KENTOO, LLC
4510 EXECU7l'IE DRIVE, PLAZA 5
SAN DIEGO, CA 92121
TEL: {858} 558-5620
A TTiV: KEN SA m,RLEE
OYVNER'S CERTIFICATE
I (II[) HEREBY CER71FY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OJ.f'R-ALL
GRADING AC71VITY AND ADVISE . THt-COMPAC710N AND STABILITY OF ~7-~, I
I \.._/
'Dl::CLARA TION OF RESPONSIBLE CHARGE'
I HEREBY DECLARE THA T I AM THE ENGINEER OF WORK FOR lli/S PROJECT, THA T I
HA~[ EXERCISE!) RESPONSIBLE CHARGE 01/ER THE DESIGN OF lliE PROJECT AS DEFINED
IN SEC710N 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND lHA T THE D£'i/GN IS
C()l,S/STANT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIF/CATIONS BY 711E
CIT>' OF CARLSBAD DOES NOT RELIE'IE ME, AS ENGINEER OF WORK. OF MY
RESPONSIBILl71ES FOR PROJECT DESIGN.
FIRM: PARTNERS PLANNING AND ENGINEERING
ADDRESS: 9988 HIBERT ST. STE. 212
CIT>; STA TE.· __JAN DIEGO, _C._~_9_'2_1 J_I __ _
TELEPHONE· __ {858)69~5-_J:_'34_4 ____ _
!J~ Br.--~-~~-------DA TE:
BRENT C. MOORE
R.C.£ NO.: 59121 REGISTRA 710N EXP/RA 710N DA TE.·
PARTNERS
Planning and Engineering
9988 Hibert Street, Suite 212
San Diego, CA. 9 213 I
7/,/0.3
6-30-07
THE LOT DRAINAGE SHALL BE COLLECTED AT VARIOUS LOCATIONS BY
CATCH BASINS ANO CON'IEYED VIA PIPE UNDERGROUND FOR
DIRECT CONNECTION TO THE EX/S71NG SY.S'TEM. PR/VA TE STORM DRAIN
INLETS SHALL BE FITTED 'MTH APPROVBJ POLLUTANT RUN-OFF CONTROL
DEVICES. THE DEVICES SHALL BE FOSSIL FIL TCRS OR A GRA 'IEL/SAND
FILTER SY.'.TEM. GRASS SWALES SftAll BE Ulll/ZEO AS SHOlm ON THES£ PLANS.
BASIS OF BEARINGS
THE BASIS OF BEARING FOR lH/S PROJECT IS THE EASTERLY LINE OF
PARCEL 1 OF PARCEL MAP 1188, IE N02'37'58•w.
BENCH MARK
DESCR/PllON.· CONCRETE MONUMENT WITH STANDARD
DISC STAMPED ECR 15
LOCA 710N.· 500' SOUTH OF INTERSEC710N OF EL CAMINO
REAL ANO PALOMAR AIRPORT ROAD, EAST SIDE OF EL
CAMINO REAL, ALONG FENCE LIN£
RECORD FROM: SAN DIEGO COUNTY PRECISE SUR vt::Y LEI/ELS
{R.S. 1800-1)
E1EVA710N: 296.480 DATUM: U.S.C. .t G.S.
REFERENCE DRAWINGS
218-5, 218-5A, 280-8, 300-3, MAP IOJ72
SOURCE OF TOPOGRAPHY
EX/SllNG TOPO BASED ON AS-BUil T ORA WINGS ANO FIELD I/ER/FICA 710N
BY PARTNERS ENGINEERING DA TED OCTOBER 2002.
EARTHWORK QUANTITIES
CIJT (TO FIN/Sf{ SURFACE) = 5,000 CY
FILL (TO FINISH SURFACE) = 1,000 er
EXPORT = 4,000 er
PROPOSm BUILDING FOOTPRINT .
PROPOSED FIN/Sf{ FLOOR ELEVA 710N .
PROPOSED TOP OF CURB ~LEVA 710N.
PROPOSm PA vt::MENT ELEVA 710N.
PROPOSED TOP OF WALL ElEVA TION . , . .
PROPOS£D FlOWI..INE ELEVA 710N .
PROPosm FINISHED GRADE ELEVA 710N .
PROPOS£0 CURB .t GUTTER
PROPOSED RIBBON GUTTER. . . .
PROPOSE!) CURB. . .
. G-2.
DETAIL, SHT. 2 .
FF-378.00
374. 0QTC
374.00P
374.00TW
, J74.00FL
374.00FG
PROPOSE!) PARKING STALLS
I I 11 r
PROPOS£D MASONRY RETAINING .WALL.
PROPOS£0 GEOGR/0 RETAINING WALL
. (BY SEPARATE PERMIT} .
. (8 Y SEP ARA TE PERM/ T) . -----◄----·
NOTE I. ACCESS AISLES DES/GNm l#lli TRAFFIC INDEX OF 5. 0 TO CITY STANDARDS.
NOTE: QI.IAN7171ES SHOMI HEREON ARE ES71MA TES FOR PERMlmNG PURPOSES ONLY AND
ARE NOT TO BE USED FOR FINAi. CONTRACTOR PAY QUAN7171ES.
PLANNING DEPARTMENT APPROVAL
)M+fA:n Q Ql_,\'~,i.,u0Qc2 DAT!:'? /:3o/t> 3
"AS BL11L T"
(SIG'iffij'j V-_/3~ ·v~::'? :•, rG DmlCTOR D!TE:1 /Sf/Ol -\,,-c.-~;••l
RECOIIIIEND!D B'f: .1/.NL ~r1-1J,
RCE 5"?121 EXP. ,:po/oz DATE
Qt ja'l /a,oos:
DATE
l---l---+-----------·-------~---------1 l SH1EET I CITY OF CAR: SB.AD I I SHEETS I
ENGINEERING DEPARl\!ENT 4
1---1---+----------------t-----1---+--+----1 GRADING & EROSION CONTROL PLANS FO"·
CARLSBAD OAr.a LOT 7
ENGINEER'S NOTE
Code requires that o Dig Alert Identification
Number be issued before a
Ph. (858) 695-3344
Fax: (858) 695-3117 AP ~ROVE:1'::tlffffhS: -HUBBS O ~ 1
UNAUTHURIZED CHANGES & USES: The engineer preparing
these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be
in writing and must be approved by the preparer of these plans.
CELSOC
Consulting Engineers &
Land Surveyors of California
"Permit to Excavate• will be valid.
For your Dig Alert I.D. Number Call
Underground Service Alert
TOLL FREE 1-800-422-4133 s-M. z.rs
ROBERT J. WOJCIK DA TE
DEPUTY CITY ENGINEER R.C.E. 33698 EXP. 8-30-06 ENGINEER OF WORK REVISION DESCRIPTION
DA1E INITIAL DATT: INITIAL
OTHER APPROVAL CITY APPROVAL
/c-,; ,s' ~~ ,f«" J.1/SJ o,i,&.JJ,~ o -/-o_,;
· tNGINEER PE 23889 EXPIRES 12 :l1 _05 DA TE
DWN BY: --,,.TTtc--PROJECT NO. DRAWING NO.
CHKD BY· ef/lkf
RVWD BY:-JR:1,,, DR PIP 02-0:.. 41o=5A
[
0
C :e ...a.G)
9, ,I:,.
.i:i,. ....l,
0
I c.n
)>
.--------------------------------------------------------------------,~
SE:CTION OF 12" METALLIC, ASBESTOS
CEMENT OR PLASTIC PJ
TOP OF
PA vf:MOIT
12• CAST IRON GA TE CAP
12" 12"' 560-C-3250
CONCRETE
BACKFILL TO TOP OF 1 /8 BEND
111TH 1• MAXIMUM AGGREGA Tl:-
'---pvc PIP£
STD. 1/8 BEND
F'-"'-"--~'n CLOSE END WITH CLAY
CAP ,t GROUT IN PLACE
OR USE MECHANICAL JOINT PLUG
STANDARD W'IE BRANC,
1YPE B
STORM DRAIN CLEANOUT
NO SCALE
13 5/8"
11 1/2"
GATE CAP
{Hoovy Duly)
__l
6"
f------3•----..... ,--i'I 5•
i----1.5'---/1.5"
BASE MATERIAL
PER SOILS REPORT
RIBBON GUTTER DETAIL
NO SCALE
MANHOLE
FLO-GARD
INSERT
CATCH
BASIN
{SEE NOTE 6
FIL TER BASKET
FOSSIL Fifli:K FILTER
MEDJUM POUCH
'RB OPENING
FILTER
BODY
GUTTER
FLOM/NE
HANDLES
FLO-GARD
FILTER BODY
3/8" X 3"
ANCHOR BOLT
(3 PER SECTICW}
NOTES:
1. FLO-GARD"' FILTER BODY SHALL BE MANUFACTURED FROM PETROLEUM RESlSTANT
FIBERGLASS WHICH MEETS OR EXCEEDS PS 15-69.
2. ALL METAL COMPONENTS SHALL BE STAINLESS STE£L {TYPE 304}.
J. REMOVABLE FILTER BASKET SHALL BE CONSTRUCTED FROM DURABLE POL >'PROPYLENE
REAIOVABLE HQl.f"N AIONOF/LAAIENT GEOTEXTIL£
FILTER BASKET 4. FLO-GARD"'FILTER BODY SHALL BE SECURED TO CATCH BASIN WALL WITH EXPANSlON
ANCHOR BOLTS ANO WASHER {SEE DETAIL}.
5. FLO-GARD'"INSERTS ARE AVAILABLE IN 24" OR 30" LENGTH SECTIONS ANO MAY BE
INSTALLED IN VARIO/JS COMBINATIONS {ENO TO END) TO FIT MOST CATCH BASIS 'MOTHS.
6. FILTER BASKET MAY BE REMOvFO THl,?,()I.IGH CURB OPENING FOR EASE OF MAINTENANCE.
7. FIL TER MEDIUM SHALL BE FOSSIL Rol'fr , IN DISPOSABLE POUCHES, INSTALLED ANO
MAINTAINED IN ACCORDANCE WITH MANUFACTURER RECOAIMENOA l/ONS.
STAINLESS STEEL
SUPPORT FRAME
CORNER SUPPORT
BRACKETS
NEOPRENE GASKET
(THQ SIDES
DURABLE IIV~
A/ESH FILTER BODY
REPLACEABLE
ADSORBENT-FILLEi
POUCHES
SILT AND DEBRIS
CONTAINMENT AREAS
REPLACEABLE
AOSORBENT-FILLEi
POUCHES
HIGH FLOW
B>'PASS
TOP Y!EW.
a
SECTION Y!EW
MODULAR DESIGN FOR
EASY REPLACEMENT OF
FILTER COMPONENTS
NOTES:
I. FLO-GARD"'FILTER BODY IS PREFABRICATED FROM POL>'PROPYI..ENE Ht?l.f"N MONOF/LAAIENT GEOlf:X £
2. ALL METAL COMPONENTS SHALL BE STAINLESS STEEL (T>'PE 304}.
J. REFER TO APPL/CA TION CHART FOR CA TCH BASIN AND FILTER SIZING.
4. FILTER MEDIUM SHALL BE FOSSlL ROCK'", INSTALLED AND MAINTAINED IN ACCORDANCE 111TH
MANUFACTURER RECOAIAIENDA TIONS.
5. REFER TO MANUFACTURER'S RECOAIAIENDA TIONS FOR MAINTENANCE PROCRAAI.
6. FLO-GARD '"INSERTS MAY BE INSTALLED MTHOUT ADSORBENT POUCHES DURING COURSE OF
CONSTRUCTION AS A SEOIAIENTA TION CONTROi.. OE'I/CE. AFTER CONSrRI./Cl/ON, REAIOl.f" llfE
SEO/A/ENT ANO INSTALL THE ADSORBENT POUCHES.
FOR APPLICATION CHART
SEE BELOW
FOSSIL FIL TEA
FLO-GARD
CATCH BASIN INSERT
SIDE VIEW --· ,; ~ .. ~ ANCHOR DETAIL
FOSSIL FIL TEA
FLO-GARD
SUPPLEMENTAL INSERT
CURB OPENING INLET SCAL£· NONE
BENCH MARK
DESCRIPTION: CONCRETE MONUMENT Wlllf STAND~RD
DISC STAMPED ECR 15
LOCATION: 500' SOI/TH OF INTERSECTION OF EL CAAi/NO
REAL ANO PALOMAR AIRPORT ROAD. EAST SIDE OF El
CAMINO REAL, ALONG FENCE LINE.
RECORD FROM: SAN DIEGO COUNTY PRECISE SURVEY LEITTS
(R.S. 1800-1)
ELEVATION: 296.480 DATUAI.· 1/.S.C. ,t G.S.
PARTNERS
Planning and Engineering
9988 Hibert Street, Suite 212
San Diego, CA. 92131
Ph. (858) 695-3344
Fax: (858) 695-3117
INLET GRATE
l?~~-J_/~41/o_~----=-:-=--Biiitf~. MOORE R.C.E. 59121 DAie
MY REGISTRATION [XPIRES 6-J0-07
SCALE· NONE
NOTES:
I. FLO-GARD,.FILTER BODY IS PREFABRICATED FROM POL>'PROPYI..ENE 111'.J~ MONOF/LAAIENT GEOTEXTIL£
2. ALL METAL COMPONENTS SHALL BE STAINLESS STEEL {T>'PE 304}.
3. REFER TO APPL/CATION CHART FOR CATCH BASIN AND FILTER SIZING.
4. FILTER MEDIUM SHALL BE FOSSIL ROCK"', INSTALLED ANO MAINTAINED IN ACCORDANCE 111TH
MANUFACTURER RECOMMENOA TIONS.
5. REFER TO MANUFACTURER's RECOMMENOA TIONS FOR MAINTENANCE PROGRAAI.
6. Fl..0-GARD"' INSERTS MAY BE INSTALLED WITHOUT ADSORBENT POUCHES DURING COURSE OF
CONSTRUCTION AS A SEO/AIENTA TION CONTROL OE'I/CE. AFTER CONSTRUCTION, REMOl.f" THE
SEDIMENT AND INSTALL llfE ADSORBENT POUCHES.
FLO-GARl1' INSERT
(SEE APPLICATION CHART)
ATCH BASIN
MODEL
NO.
FF-12D
FF-V64D
FF-160
FF-1624D
FF-18D
FF-1836SD
FF-1836DGO
FF-240
FF-2430D
FF-RF24D
FF-24DGO
FF-2436D
FF-2436DGO
FF-30D
FF-360(2pc)
FF-2448D(2pc
FF-480
FOSSIL FILTER
FLO-GARD
CATCH BASIN INSERT
INSTALLATION DETAIL
NO SCALE
APPLICATION CHART•
IINIID. Cn.180.D. COMIENT8
12· x. 12· 14" X 14" GRATED INLET
14" X 14" 16" X 16" GRA TEO INLET
16" X 16" 18• X 18" GRATED INLET
16" X 24" 16" X 26" GRATED INLET
1811 X 18" 20" X 20" GRATED INLET
18" x: 36" 1811 X 40" GRATED INLET
18" X 36" 18" • 40" COMBINATION INLET
24" X 24" 26" X 26" GRATED INLET
,24" X 30" 26" X 30" GRATED INLET
24" X 24" 25" dla CIRCULAR INLET
24" X 24" 18" X 36" COM BINA llON INLET
24" X 36" 24" X 40" COMBINATION INLE
24" x 3611 24" X 40" GRATED INLET
30" • 30" 30" >< 34" GRATED INLET
36" x 35• 36" • 40" GRATED INLET
24" X 48" 26" X 48" GRATED INLET
48" X 48" 48" X 52" GRATED INLET
"AS BUil T"
& le.k , 9/24/04
RCE 59/2/ DATE
l---+--+------------i---t------t-----t-----1 I SH2EET I CITY OF CARLSBAD I SHEETS I
ENGINEERING lJEPARTMENT 4 ::=~=::::::::::::::=======::::::::::=-='...'.::::= l----l--+-----------------11----+--+----t---t DETAilll FOR:
.4S·8llllTS
DA TE INlllAL DATE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CARLSBAD OAKS LOT 7
~·· • ia£~S/£1 l'xr.,.3.1.~
ITY ENGINEER PE 23889 EXPIRES 12 31 05 DATE
DWN BY:_,,.,....,..,~
CHKD BY:
RVWD BY:
PROJECT NO.
PIP 02-05
DRAWING NO.
410-SA
081303
.,:a.
...lo
0
I
(J1 >
-----------------------------------------------------------■-----------------------~------:_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-:_-_-_-_:---------------------------------------,~ I I NOTES.
---~~ ----:----,,.~,,.. -
·~'t:, "287.84' : ~
VARIES
J.O' AUN.
•
-;&::,, ----~?; ' \ ,, -=---<:>'-* -< --'\ .. --"\;='' '; \ -----~, · 1,, 1';:":']T'""CT7r="~~./:::::i==J=E '"'\ \ : \~.,,.-. - . -\~ -----\·> A<·-·i t ' .. \ .. ,l>·--:·_•-j .. \__ : \i\----·t~~:-\_·.·_:~\~·:::::\' . :\\ri· .. /\ . . .
\\"_:, ,., _,, µ'
·\ ·.
PROPOSED CURB
AND GUTTER
\\
\ \
. ~·
'
e \
SECTION B-B
N. rs
8" X 4-• X 18•
3 -SCORE CAP
rl Pt.
PARCEL 1
FF=378.00
BUILDING B
PAD=377.33
487.Jl' -
18.
8,.0.S. 517
.199.53''
-------i
( ... --... , ..... , 'I:: _,..
I I I , ,
I. CON llW,71:JR. TO AD,AJST RIii OF All EXISTTNG
. MANHO/.r.i TO MA TCH RN/SHED GRAD£.
2. FOR HARDSCAPE, SEE ARCHITECT ANO
LANDSCAPE PLANS.
FLO-GARD OR [QU/VAL. [N. T FILff[RS. 1. WILL BE INSTALLED AT ALL qrcH / END GEOGRID RETAINING WALL SECTION
.BASINS AND INLETS. SEE D['/16,IL, SliE/ET. 2 AT DAYLJGHT POINT WITH EXISTING
ITPE 'A' C.I. PVT PER D-1 I . 1 GROUND. BEGIN MASONRY RETAINING
TC 374.50 (~ / '(:/~;:.g:ON.
I n.5o l / FC 376.00
~~. . .~TX. ·15'..DRAINAGE
NOTE:
I
....... . '.... ..... ---__ ,_
.. .,.._, -.. ·a--•i\~~._.7--~~~~~x~~ [SM ·r PER /Joe: . NO.
82 17/547, 6 4 82
FOR WA ml .t SEM:R IMPROVEMENTS
SEE OIIG: NO.
,., ... "'
.:::,::::: .. ::·· :::::~m:~;[:;:;:;;~~:_.:.~::.::.7~::s':;.::.:::::.:.::,:-
.. _ ........ _ -..... ..·:,.:,,we,;
.. "' .. ".,".'·':':'.':":.: ... "._ ...... ::':'~;,:·: ... .-· .. ·:: .. : .. ::
-'~--.·. ,',•,••.-.•
OSED 20' WA JFR • ... ••. FLO-GARD OR EQUIVALENT ALTERS
--:_, ' ' ' i' VrlLL 8£ INSTALLED AT ALL CATCH
---.._..___._, f}./j§fNS.•SEt DETAIL, SHEET 2
---.....J1ff_ 'A' C.O. WI TYPE 'F'
OPENINGS ON NORTH & SOUTH SIDES
37J.50FL
~ REMO\,f EX. 2" 8.0. P[R DWG 280-8
18" URB. CONNECT TO EXIST 10" MAIN
------------
8.5' -Hf-+---
PARCEL 2
FF=377.00
BUILDING C
PAD=376.33
(IE 368.2± EXIST 18" RCP SO),,
.. IE J68.70 12• PVC SO .,/ •.
'. __;__ l_.?"15' WIDE SEW[R !,NO D,9AINAGF /<<., (TYP
PARCEL 3
. PROPOS[D JO' PUBLIC
unurr & ACCESS ESMT
FF=379.00
BUILDING A
PAD=378.33
~ . ...
P1WPOSEO JO' PUBLIC UTILIT 0'o
PARc'EL.4
FF=379.00
BUILDING D
PAD=378.33
C
7.7'➔-....
10.0'
[ASFMfNT PFR MAP NO. 1rJ.l7? '
~
")
Cl
11"-.-....L-~2· 3" PIPES
f<fTAIJ.J/N{, WAU-
'--,-;l,.'i;c&lblRE:i> %PA/IJIT"
1/fl<MJ T
C
(t.1TirP-or l'EIJM, ... ~011 Foll '·
AP~ ~T~R.
~V9T BF Sv1J~l11"~1> fl'-1~
~ 19':-iJAI\IC.'5"""
co
1-
0
-J
~-'1<--Pl'-16 f'F~ IT:
' '
ti ·"
~
<'.'; "'
0 15 JO 60
GRAPHICAL SCALE
NOTE:
90
RN/SH All
FXPOSED SURFACE
CURB ,t GUTTER-PER PLAN
ISOMETRIC VIEW
18" OPENING IN CUR8(7)PJ
CABLE RA/UNG
TOP OF WALL rrwJ I
PER PLAN t'--
{MAX 6.0' WALL HT.) I ~
NO SCA/£
LANOSCAPE PER
LANDSCAPING PLANS
SELECT BACKFILL
PER WALL PLANS
(SHOWN FOR INFORMATION ONl Y)
SECTION A-A
N. T.S.
TOP OF WALL
ELEVATION
PER Pt.ANS
', '\ . 7.5'
2.5' ·.
!:TC ; Uo! • AC PA VEUENT... .... .7• AC ON 15" Cl.4SS 2 BASE
EXIST. SIDEWALK
/SHED GR
= . Ill
PROJF:CTION BOAR/J
' ' -~,--·'{ ' ' ·\. \ .. /·' / i
PR011DE "TNOl(OSE;.t/' . WA TERPf!/X{FING
TEMPORA/?Y BACl(CUT
4• f'ERFORA TED TILE DRAIN
(PERFORATIONS DO~)
fl 1f/M1== ,ll,-----+GRAl£L 2/J HEIGHT OF WALL J<----"=~~r.~~fu
.• ·_ • ~;,,;.irr 6'
II • 1p1-_..:.._-I
;:;l I 11...;.• Ti=l:Ilai iii1'i m
KEY
EX. 36" S~OI& DRAIN
Sl;QllON C-C
N. T.S.
72'
26' 26'
TYPICAL STREET SECTION-EXIST. LOKER AVE.
NOT TO SCALE
·· ... ~
\
STA.A4+J4.J7 LOKER A \,f,
(>26.00' LT CONST.RUCT
. TYPE 'A' CURB OUTLU
PER SORSD 0-25
FL 375.1±-----,~:::._,.-""-;~
GRASS-LINED SWALE MUJIE
!NO/CA TEO ON PLAN
12·
4' -
GRASS-LINED
EARTHEN SWALE
NO SCALE
BENCH MARK
LOT 20
MAP 10372
DESCRIPTION: CONCRETE MONUMENT l+ITH STANDARD
DISC STAMPED £CR 15
LOCATION: 500' SOUTH OF INTERSECTION OF El CAMINO
REAL ANO PALOMAR AIRPORT ROAD, EAST SIDE OF EL
CAMINO REAL. Al ONG FENCE LIN£
RECORD FROM: SAN DIEGO COUNTY PRECISE SURVEY LEVELS
(R.S. 1800-1}
ELEVATION: 296. 4-80 DA lVM: U.S. C. d: G.S.
~) ".---~'
-~•j;
17+00
LOT 19
MAP 10372
CMWP GRADING NOTE:
NO GRADING SHALL OCCUR 01,fl/ EXISTTNG
DISTRICT FACILITIES WTHOUT WRITTEN APPROVAL
FROM 71/E D!STR!C T ENGINEER.
:•:-.,> ... >"-.'_,,. ___
.. ~"-
• REFER TO GEOJFCHN!CAL REPORT FOR FINAL
PAVEMENT SECTIONS!
·,,. ..
"· ,,,, ..
" ., ... ,.,, .. :;
9/24/0, ~ AS-BUii. TS-
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INI1l>I.
01HER APPROVAL
DATE
PARTNERS
Planning and Engineering
9988 Hibert Street, Suite 212
San Diego, CA. 92131
Ph. (858) 695-3344
Fax: (858) 695-3117
BRENT C. MOORE R.C.£ 59121
MY REGISTRA noo EXPIRES 6-J0-07
DATE
"AS BUil T" b,Jc/4v,, ?J/21_/01,
RCE 5~/2/ EXP. C.l._3ot_oz DATE
~~DBQ.Q fl
Cl b:tl~~ ~
INSPECTOR" . -DATE
I SH~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARThlENT
GRADING PLANS FOR: GRADING & EROSION CONTROL
CARLSBAD OAKS LOT 7
I AP v~ ::LJBBS s ,/. 01 . '1/ . ---<c~~.l'$'5~~•»-6, . ~
""CITY I:NGINEER PE 23889 EXPIRES 12{11_LDLDA TE
-PROJECT NO. DRAWING NO. INITIAL CHKD BY: 410-5A CITY APPROVAL
DWN BY:~
RVWD BY· ,J;>R PIP 02-05
ffi N
' "
081303.
J:ii,.
..Jo.
0
I
(J'I >
r---------------------------------------------------------------------------------.5
FOR BAC HEIGHT ,t BAC
SPACING SEE EROSION
CONTROL NOTE: NO. 12
-
···--·--·· . .
-
R/W R/W \· --= --
r(
GRAVEL/GRAVEL BAGGING 0~ STREETS
NOTE: CATCH BASINS, DESIL TING BASINS, SAND BAGS, CHECK DAMS AND
5/0RM DRAIN SYSTEMS SHALL BE INSTALLED TO THE SATISFACTION
OF THE CITY ENGINEER. THESE FACILITIES SHALL BE CLEANED ON
A REGULAR BASIS, KEPT FREt" OF SOIL ACCUMULATION.
--~;-:;_;TROW OF CRA VELBACS
HALF DEPTH
~OPENING AT INLET
--~£> FIRST ROW OF CRAIVELBAGS
HALF lJEPTH
BAG EME~'EDDING DETAIL
LEatD
DESCRIPTION SYMBOL
STABILIZED CONST. ENTT?ANCE -
GRA VE/.BAGS cx:x:x:,oc:.=c•=•
HYDRO-SEED SWPE
SILT FENCE -x---x-
QTY.
2 EA
650 EA
4,305 SF
1,128 SF
2. STAPLE WIRE FENCING TO
THE POSTS.
3. A nACH THE RL TE:R FABRIC TO
THE WIRE FENCE ANlJ EXTE:NlJ IT
IN TO 11-IE TT?ENCH. 4. BACKFILL ANO COMPACT THE
EXCA VA TEO SOIL
SILT FENCE
PREFABRICA TEO Sil TFENCE MA '18£ USED IN
LIEU OF IN PLACE CONSTRUCTION.
EROSION CONTROL NOTES
I. IN CASE EMERGENCY 'MJRK IS REQU/REO,CONTACT KEN SATTE:RLEE O KENTOO, LLC
(PH(,.,;: NUMBER) (858) 535-3808
2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MAOE AVAILABLE AT ALL
TIMES DURING 11-IE RAINY SEASON. All NECESSARY MATERIALS SHALL BE
STOCKPILED JN SITE AT CONVE:NIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY OEvlCES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 11-IE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. 11-IE CONTRACTOR SHALL RESTORE All EROSION CONTROL OEvlCES TO WORKING ORDER
TO 11-IE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL
5. 11-IE CONTT?ACTOR SHALL INSTALL ADDITIONAL EROSION CO/VTT?OL MEASURES AS MAY BE
REQUIRED BY 11-/E CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MA Y ARISE.
6. 11-IE CONTT?ACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPO/..INOEO WATERS CREA TE A
HAZAn">f)OUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROvlDEO PER 11-IE APPROVED GRADING PLAN SHALL
BE INCORPORA TEO HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM 11-IE FACE OF
SLOPE AT 11-IE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTEC7/VE OEvlCES SHOWN SHALL BE IN PLACE AT 11-/E ENO OF EACH
'MJRKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%}. SILT AND 011-IER DEBRIS Sf/All BE REMOVED AFTER EACH RAINFALL.
10. All CRA VE:l BAGS SHALL BE BURLAP TYPE WITH J/4 INCH 11/NIMUM AGGREGRA 'fE.
11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROvlOE EFFEC7/VE COVERAGE
OF GRADED SLOPES {90:r COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLEO IN ACCORDANCE llf1H SECTION J5.02J OF
11-IE EROSION ANO SEDIMENT CONTROi.. HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
12. PROvlOE VELOCITY CHECK DAMS IN All STREET AREAS PAVED OR UNPA VEO AT
11-IE INTE:li VALS IND/CA TEO BELOW. VELOCITY CHECK DAMS MAY BE CONSTT?UCTEO
OF SANDBAGS, TIMBER, OR 011-IER EROSION RESISTANT MA TE:RIALS APPROVED BY
11-IE CITY ENGINEER, ANO SHALL EXTEND COMPLETE:L Y ACROSS 11-IE STREET OR
CHANNEL AT RIGHT ANGLES TO 11-IE CENTE:R LIN£ EAR1H MAY NOT BE USED AS
VELOCITY CHECK DAMS.
GRADE OF STREET
LESS THAN 2. O:r
2%-4%
4% -6:r
6% -10%
OVER 10%
INTERVAL
AS REQUIRED
100 FEET
50 FEET
50 FEET
25 FEET
NUMBER OF
BACS HIGH
1
1
2
2
\ \.~-c•
/ '·"/ \~~:-
Sil T FENct o ETERL Y.
PROPERTY LINc. SEE
DETAIL. THIS Sf(EET ',
FOR Pf.ACEMENf "-
GRAVELBAG DETAILS
NOT l'O SCALE
Pi\RCEL 1 ,,.
FF=378.00 ''
BUILDING B
PAD=377.33
R.0s. 517
487.Jl' _;;.;,;--=---
r
G'i'A lfl. BAGS/0 CATCH BASIN
DETAIL. .· THIS SHEFT
~ --":;./5' WIDE SEWCi? AND DRAINAGE
I j '1 . -EAS;ENT PCR MAP NO. 10372
"'l a
t,
SJ
---
8.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/CA l/ON SHALL BE
INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF 11-IE STANDARD
SPECIF/CA TIONS AND 11-/E FOLL OWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. All SLOPES 11-IA T ARE GRADED 6: I (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY AR£·
o. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL GN
S'TREEf.
b. All SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLA TTE:R 11-IAN 6: 1 WHEN ANY OF 11-IE FO/..LOMNG CONDITIONS
EXIST: o. NOT SCHED/Jl.ED FOR IMPROVEMENTS(CONSTRUCTION OR ,GENERAL
LANDSCAPING) Wl1HIN 60 DAYS OF ROUGH GRADING.
b. /OENTIFIEO BY THE PARKS ANO RECREATION DIRECTOR AS H/GHL Y
VISIBLE TO THE PUBLIC.
c. HA 'If.; ANY SPECIAL CONDITION IDENTIFIED BY 11-IE CITY ENGINEER
11-IAT WARRANTS /MMEOIA Tc 'TREATMENT.
HYDROSEEOED AREAS SHALL BE /RR/GA TEO IN ACCORDANCE WITH THE FOLLOIWNC
CRITERIA:
1. All SLOPES 11-IA T ARE GRADED 6: 1 OR STEEPER ANO 11-/A T ARE:
o. 11-IREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TEO BY HAND
WATERING FROM OU/CK COUPLERS/HOSE BIBS OR A CONVl::NTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROvlDING 100% COVERAGE
b. GREA TE:R 11-IAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PR0'.10/NG 100%
COVERAGE
2. AREAS SLOPED LESS THAN 6: I SHALL BE /RR/GA TED AS APPROVED BY 11-IE CITY
ENC/NEER, PRIOR TO HYDROSEEDING. 11-IE OEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROvlOE /RR/GA TION TO 11-IE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARD/NC THE NUMBERS, TYPES ANO COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
J. /RR/GA TION SHALL MAINTAIN 11-IE MO/SllJRE LEVEL OF 11-IE SOil A T THE
OPTIMUM LEVEL FOR THE GROWTH OF 11-/E HYDROSEEDED GROWTH.
HYDROSEEDINC MIX SHALL CONSIST OF ALL OF 11-IE FOLL OWING:
1. SEED MIX SHALL CONSIST OF NO LESS 11-IAN:
a.
b.
c.
d. ••
g.
h.
20 lbs. PER ACRE OF ROSE CLO VER
20 lbs. PER ACRE OF ZORRO FESCUE
J lbs. PER ACRE OF E SCHOOl CIA CALIFORNICA
4 lbs. PER ACRE OF ACH/LLEA MILLEFOLIA
J lbs. PER ACRE OF Al YSS/JM (CARPET OF SNOW}
f. 1/2 lb. PER ACRE OF 0/MORPHOLECA
ITEMS c,d,e, ANO f OF 11-115 SUBSECTION MAY BE OMITTE:D OiN
LOCATIONS WHERE 11-IE AREA BEING HYDROSEEDEO IS /NOT vlSIBLE FROM
EITHER A PUBLIC STT?EET OR RES/OENTIAL STRUCTURES.
/TE:M a OF THIS SUBSECTION MUST BE /NOCULA TEO Wl1H A NI/TROGEN
RX/NC BACTERIA ANO APPLIED ORY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEOING. MAP NO. 10372 '-----'-.
I ' :icj~
II i All SEED MA TE:RIALS SHALL BE TRANSPORTED 7D 11-IE JOBS/Tc IN
UNOPENED CONTAINERS llf711 11-IE CALIFORNIA OEPARTMENT OF FOOD
ANO ACRICUL llJRE CER7/FICA TION TAG A TTACHEO TO. OR PRINTED ON
SAID CONTAINERS.
PARCEL 3
FF=379.00
BUILDING A
PAD=378.3~AVEL BAGS PER
BENCH MARK
OESCRIP7/0N: CONCRETE MONUMENI" Wl711 STANDARD
DISC STAMPED £CR 15
LOCA7/0N: 500' SOU1H OF INTERS£cTION OF El CAMINO
REAL AND PALOMAR AIRPORT ROAD, EAST SIDE OF El
CAMINO REAL, ALONG FENCE LIN£
OETAll. THIS SHT.
I
EX/57/NG
GROUND
l_
, 4'
MIN. r
PARCEL. 4 ·"·,.
FF=379.0C)
BUILDING D
PAD=378.33
.... ), .. ·. ''-'· ,.. ,.~ ...... . ... --"
··• 1--"4' ' ,, ...
... ~:.;,;-
50' MIN.
~ ' + "' '°
LOT 20
MAP 10372
12• Ml
PROFILE
J" CRUSHED
ROCK--
El.Mi
PUBLIC
R-0-W
PUBLIC
R-W
PROvlDE APPROPRIA n, TRANSITION
BET'IEEN STABILIZED CONSTRUCTION
ENTRANCE ANO PUBLIC RIGHT-OF-WAY
RECORD FROM: SAN DIEGO COUNTY PRECISE SURVEY LEVELS
(R.S. 1800-1} STABILIZED CONSTRUCTION ENTRANCE
ELEVATION.· 296.480 DA llJM: U.S.C . .t G.S. NOT TO SCALE
I
• -
c.j
~ "' a::,
I-a
-l
0 15
2.
60 90
J. NON-PH YTO-TOXIC l+f:mNG A GENTS MA y BE ADDEO ro 11-IE HYDROSEED
SLURRY AT 11-IE DISCRETION OF THE CONTT?ACTOR.
TYPE 1 MULCH APPLIED AT 11-IE RA TE OF NO LESS 11-IAN 2000 lbs PER ACRE.
TYPE 6 MULCH {STT?A W} MAY BE SUBSTl7l/TEO, All OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN Sll?AW IS USED IT MUST BE
ANCHORED TO 11-IE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL
GRAPHICAL SCALE 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0. Wl1H
15% SULPHUR APPLIED AT THE RA Tc OF 500 lbs. PER ACRE.
LOT 19
MAP 10372
0.
£
AREAS TO BE HYDROSEEOED SHALL BE PREPARED PRIOR TO HYDROSEEO/NG BY:
1. ROUGHENING 11-IE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: I
b. HARROWING AREAS 6: I OR FLA T7tR THAT ARE SUFFICIENTl Y FRIABLE.
c. RIPPING AREAS 711A T WILL NOT BREAK UP USING ITE:MS o OR b AB01£
2. CONDITIONING 11-IE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
o, ADJUSTING 11-IE SURFACE SOIL MO/SllJRE TO PROvlDE A DAMP BUT NOT
SA lURA TEO SEED BED.
b, 11-IE ADDITION OF SOIL AMENDMENTS. PH AO.A.ISTMENT, LEACHING OR
COVERING SALINE SOILS TO PROvlDEO vlABLE CONO/l/ONS FOR GROWTH .
HYDROSEEOED AREAS SHALL BE MAINTAINED TO PROvlOE A vlCOROUS GROWTH UNTIL
7l1E PROJECT IS PERMANENTl Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEO/NG IS
7HE PERMANENT LANDSCAPING, UNTIL THE PRO.ECT IS COMPLETE:O ANO ALL BONDS
RELEASED.
'PARTNERS
ning and Engineering
9988 Hibert Street, Suite 212
San Diego, CA. 92131
Ph. (858) 695-3:44
Fax: (858) 695-3117
_ff_~~
BRENT C. M00/1£ R.C.E. 59121
MY REG/SfRA '10N EXPIRES 5-J0-07
"AS BU I LT"
RCE S9121 EXP. ~@0/07
DATE
DATE
l---+--+--------------+----+---1---+----l I SH4EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 4 !==:..::::===================-==~
AS-8(J/lT.S
DATE ·. INlllAL DATE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APIJRQVAL
EROSION CONTROL PLAN FOR: GRAllllNG &: EROSION CON'l'ROL
CARLSBAD OAKS LOT 7
. HUBBS ~ / ~trnff:, ,x,: ,.~ -di O --
TY ENGINEER PE 23889 EXPIRf.S 12 31 05 DATE
DWN BY:
CHKD BY:
RVWD BY:
PROJECT NO.
PIP 02-05
DRAWING NO.
410-5A
081303
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