HomeMy WebLinkAboutDWG 420-2B; PD 04-08; JETSOURCE HANGAR; 01-04GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDlnONAL APPROVAL, CITY
STANDARDS OR OTHER ADDlnONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJ£CT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG!NffR-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL 8£ PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER >\ILL 8£ REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST 8£ FILED NAMING THE CITY OF CARLSBAD AS
AN ADDlnONAL INSURED ON THE PERM/TTff'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FDR EACH OCCI/RRENCE OF LIABILITY. THE INSURANCE
COMPANY WRlnNG THE POLICY MUST HA VE A RA TING OF A AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY 'BESTS" KEY RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE $£PARA TE
PERMITS FROM THE BUILDING DEPAR7MENT.
5. NO WORK SHALL BE COMMENCED UNTIL ALL P:"RMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO 8£ PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
B. NO REVISIONS >\ILL 8£ MADE TO THESE PLANS >\ITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED >\ITH!N THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRA>\ING SHALL 8£ REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO
THE PROJ£CT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE >\ITH!N CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL 8£ SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT mu 8£ SUBMITTED TO THE CITY ENGINEERING
INSPECTOR mTHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL 8£ DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL Bf CONSTRUCTED IN
ACCORDANCE mm TH[ CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
" EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS >\ILL 8£ SUBMITTED TO TH[
PROJECT INSPECTOR.
14. A PRECONSTRUCT/ON MEETING SHALL Bf HOD AT TH£ S11F PRIOR TO TH£
BEGINNING OF WORK AND $HAIi BE ATJfNOW flY Al/ RFPR£$£NTATIV£S
RESPONSIBLE FOR CONSTRUC7/0N, INSPECTION. SUP[RVIS!ON. TESTING AND ALL
OTHER A$PFCTS OF THF WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THf PERMIT CLERK (760) 438-3891 AT LEAST FIV£(5) WORKING DAYS
PRIOR TO STARTING CONSTRUCTION. APPROVED DRA>\INGS MUST 8£
A VA!LABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL 8£ PROVIDfD BY
THE PROJ£CT INSPECTOR AT THE MEETING.
15. ALL INSPITTION RFQl/[STS OTH£R THAN FOR l'RFCONSTRIICTION MFFT/NG WI Bf
MAQF RY CALI/NG THF fNG/NEfR/NG 24 HOUR /NSf'fCTIQN RFQIJFST I/NF AT
(760) 438 3891./NSPFCTION RFQUFSTS MUST Bf RITEIV£D PRIOR TO 2·00 P.M
ON THE DAY BfFOR[ THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERmSE. REQUESTS MADE AFTER
2: 00 P.M. WILL 8£ SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL 8£ SOL[L Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOmNG
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE !NSTALLA TION
THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF /Hf Pl AN VAR/£S FROM TH£ SHORING SYSTEM
STANDARDS ESTABLISHED BY TH[ CONSTRUCTION SAFETY ORDERS. TITLE 8
CALIFORNIA ADMINISTRATIVE; CODE, 1Hf PLAN SHALL BF PREPARED BY A
REGISTFRFD £NG/N£ER AT THE CONTRACTORS FXPFNSF. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL 8[ PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE D/SCOVER[Q >\ITHIN AN'.' WORK AREA
DURING CONSTRUCTION, OPERA TIQNS 1'111,L CEASF fMMEDIA [[LY, AND THE
PERMITTff >\ILL NOTIFY THE CITY ENGINEER. OPERATIONS >\ILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARnJRE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL 8£ LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOL!DA YS. (A LIST OF CITY
HOL!OA YS IS AVAILABLE AT THE ENGINEERING D£PAR7MENT COUNTER.)
21. ALL OFF SIT£ HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BfG!NN!NG OF
WORK.
22. IMPORT MATERIAL SHALL 8£ OBTAINED FROM, AND WASTE MATERIAL SHALL 8£
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CON1RACTOR
SHALL Bf RESPONSIBLF [OR ANY D(BR!S OR DAMAGF OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF TH£ GRADING OPERATION.
23. BRUSH SHALL 8£ REMOVED ONLY WITHIN THf AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SP[C!FICALL Y NOTED ON THE PLAN.
24. ALL AREAS SHALL 8£ GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCH[S SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJ[CT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL 8£ LEFT IN A NEAT AND
OROfRL Y CONDITION. ALL STONfS, ROOTS OR OTHER DfBRIS SHALL 8£ REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HY.DROSEEDED
>\ITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
/§~\\
ENGmEl!RING, me,
CoNsTRucTioN TESTING & ENGINEERING, INC
GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION
MU VIN!l"ARD AVENUE, STB G BIIC0NDID0 CA 92029 (7fl0) 748-4955
CTE JOB NO. 1O-679OC
PREC SE GRADING PLAN
PROPOSED JETSOURCE HANGAR
28. THf OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORD!NA TE
THE WORK OF THESE GRADING PLANS mTH THAT SHOWN ON BOTH THE LANDSCAPE
AND !RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
29. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE >IITH A MINIMUM
D-LOAD OF 1,J50. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY 8£
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FfET AND BACKFILLED WITH J/4"
ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS AS7M STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
JO. WHERE AN EXISTING PIPE LINE IS TO 8£ ABANDONED AS A RESULT OF THE
GRADING OPERA TIDN, fT SHALL 8£ REMOVED mTHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE l\,1LL BE PLUGGfD mTH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVE GROUND AND UNDER GROUND) >\ITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF TH£ GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BfLOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT 1-B00-422-4133
SDG&E 1-800-660-7343
PACIFIC BELL (800)892-0123
ADELPHIA CABLE COMMUN/CATIONS (760)438-7741
COX COMMUN/CATIONS (760)806-9809
CITY OF CARLSBAD(STR[ETS &: STORM DRAIN) (760)434-2980
• CITY OF CARLSBAD(SEWER, WATER &: RECLAIMED WA ltR) (760)438-2722
• SAN D!EGUITO WATER DISTRICT (760)633-2650
• LEUCADIA COUNTY WATER DISTRICT (760)753-0155 * VALLEC!TOS WATER DISTRICT (760)744-0460
* OLIVENHAIN WATER DISTRICT (760)753-6466
* BUENA SAN/TA TION DISTRICT (760)726-1340
*AS APPROPRIATE
JJ. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER,
SO/LS ENGINEER, AND/OR GEOLOGIST TO GIVE T[CHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS [11.06.170(8)/
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-/HE FOLLOmNG
REPORTS MUST 8£ SUBMITTED TO THE CITY £NG!N££R VIA THE
PROJ£CT INSPECTOR /11.06.190(8)/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE >\ITH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPAR7MENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS [NG/NEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE: A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE mm THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY TH[
CITY.
34. UNL[SS A GRADING PERMIT FOR THIS PROJECT IS ISSUED >\ITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY 8£ REQUIRED
TO 8£ RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL 8£ REQUIRED FOR
ANY SUCH RECHECK.
JS. THE SOILS REPORT TITLED PRELIMINARY GEOTECHN/CAL INVEST/GA TION PROPOSED
AIRPORT HANGAR #2, PALOMAR AIRPORT, CARLSBAD, CALIFORNIA. PREPARED BY
CONSTRUCTION TESTING AND ENGINE[R/NG DA TED OCTOBER 27, 2003. SHALL B[
CONSIDERED PART OF THIS GRADING PLAN. ALL GRADING SHALL 8£ DONE IN ACCORDANCE
>\ITH THE RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT.
36. THE EXISTING 10" SEWER MAIN IS TO REMAIN IN SERVICE AND ABSOLUTELY NO
GRADING OR FILLING >\ILL OCCUR OVER THE EXISTING FAC/LlnES WITHOUT DIST.
ENGINEERS APPROVAL.
37. FIRE SPRINKLER SYSTEM &: FIRE HY.DR ANT PROFILE SHALL 8£ SUBMITTED $£PARA TELY
BY THE CONTRACTOR. ALL THE FIRE LINE, FIRE HY.DRANT &: SPRINKLER SHOWN IN THE
DRAWING ARE APPROX/MA TE.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERC/SfD RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJ£CT AS DEFINED
IN SECTION 6703 OF TH[ BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT mm CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJ£CT DRAmNGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONS/8/U TIES FOR PROJ£C T DESIGN.
FIRM: CONSTRUCTION TESTING & ENGINEERING
ADDRESS: 2414 VINEYARD AVE, SUITE G
CITY, STA TE: fSCOND/00, CA 92029
DATE: ]-/'t-D 'f
TELEPHpt,1,£: (7m.=A
BY. G¼J., (~_
RODNEY D. BALLARD
R.C.£. · NO.: 43345
REG/STRA TION EXP/RATION DA TE: 06-30-~
EARTHWORK QUANTITIES
CUT: ___ _,._ __ CY
FILL: 1698 CY
IMPORT: 1592 CY
ENGINEER OF WORK
BENCH MARK
DESCRIPTION: 2 1 /2" STAMP[Q ALUMINUM DISK
LOCATION: 260' + I-NORTH OF ITNTERLINE OF PALOMAR AIRPORT RUNWAY
VICINITY MAP
CITY OF OCEANSIDE
NOT TO SCALE
<'(
CITY OF VISTA
PACIFIC
OCEAN
LP. Cosr AVE
-1
ROAD
CITY OF ENCINITAS
SOILS ENGINEER'S CERTIFICATE
~ '<-"
SITE
CITY OF
SAN MARCOS
I, DANIEL MA TH, A REGISTERED GEO TECHNICAL ENGINEER AS A
REPR[SENTA TIVE OF CONSTRUCTION TESTING AND £NEG/NEERING A CALIFORNIA
COMPANY, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF GEOTECHN!CAL
ENGINEERING AND ENG!NE[RING G[OLOGY CERTIFY THAT SAMPLING AND STUDY
OF THE SOIL CONDITIONS PREVALENT WITHIN THIS $/TE WAS MADE BY THIS OFFICE
AND PRESENTED IN OUR PRELIMINARY GEO TECHNICAL INVEST/GA TION REPORT
DA TED OCTOBER 27, 2003. TWO COPIES OF THE G[OTECHN!CAL REPORT,
WITH OUR Rf COMMENDATIONS, HA VE BEEN SUBMITTED TO TH[ OFFICE
OF THE CITY ENG!N(ER.-----)
SIGNED: . ( ,e,;· -~
R.C.E. NO. : 61013
DA TE: -""b-c.._-3,::_::_o_--o-=--cyc...._ _______ _
LICENSE EXP/RATION DA TE: 12-31-04
OWNER'S CERTIFICATE
I (WE) HfREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
G[OLOG/ST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF / _,,,. . / THIS SITE. / _/ // / .
L-· ··/ // ~// / 7/1 /01-
SOURCE OF TOPOGRAPHY DATE
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY SUR\lfY METHODS
FROM !NFORMA T/ON GATHERED ON FEBRUARY 25, 2004 BY CONSTRUCT/ON TESTING
AND ENGINEERING. A.L. T.A./A.C.S.M LAND TITLE SURVEY, PALOMAR AIRPORT CENT[R
PROPOSED LEASEHOLD PARC£LS, SAN DIEGO, CA BY PROJECT DESIGN CONSULTANTS,
OA TfD OCTOBER 24, 2002.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT ADDRESS IS 2036 PALOMAR AIRPORT ROAD
CARLSBAD, CALIFORNIA
THIS PROJ[CT IS LOCA T[D WITHIN ASSESSORS PARCEL NUMBER:
760-221-09
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
350 N 1683 f
" AS B U I LT"
RCE ___ EXP, ___ _ DATE
R[CORDED: CAL TRANS CONTROL STA. 'HPGN 11-07" NGVD 29 DA TUM
ELEVATION: 309.19 DA TUM: M.S.L. DATUM
t-30·01./-REVIEWED BY: DATE
/1\
INITIAL
RODNEY 0. BALLARD RCE 43345 DATE ENGINEER OF WORK REVISION DESCRIPTION
INSPECTOR DATE
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMAN[NT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQU/REM[NTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PfRFORM[D IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1.
2.
3.
CARLSBAD MUNICIPAL CODE
CITY OF CARLSBAD STANDARDS
THIS SET OF PLANS
4. THE STANDARD SPEC!FICA170N5 FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
5. SOILS REPORT AND RECOMMENDATIONS BY URS CORPORATION DATED OCTOBER 27, 2003
6. TH[ SAN DIEGO R[G!ONAL STANDARD DRAWINGS AND AS MAY Bf MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
7. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED CFOA EXEMPT Ci ASS 4(C). 15J04C,
DESCRIPTION
EXIST. CONTOUR
LEASE LINE BOUNDARY
EX. WATER MAIN
EX. SEWER MAIN
EX. SEWER MH
FLOW DIRECTION
TRANSFORMER
TOP OF CURB
FINISH SURFACE ELEVATION
FLOWLINE ELEVATION
GRAVEL BAGS
SILT FENCE
DATE INITIAL
OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
LEGEND
DWG.NO. SYMBOL
--II
--s
[I]
320.5 TC
320.0 FS
320.0 FL
-
QUANTITY
313 EA.
1,075 LF
PLANNING DEPARTMENT APPROVAL
~\E(_J~ap,, ,
(SIGNED)
1/1"'!>(0+
ATE
MICHAEL J. HOLZMILLER, PLANNING DIRECTOR
cl#.;; 1-£~-o t/
DATE
RECOMMENDED BY: VA J 4 .,c., l..-...
(PRINT NAME)
I SHE,ET I CITY OF CARLSBAD I SHE:Ts I
ENGINEERING DEPARTMENT
PRECISE GRADING AND EROSION CONTROL PLANS FOR,
PROPOSED JETSOURCE HANGAR
PALOMAR AIRPORT
CARLSBAD, CALIFORNIA
A~ LLg:o~-HUBBS
<'.'.'.l ..:,, 7/Z•/•'l'.
CITY ENGINEER RC£~ EXPIRES~ DATE •
OWN BY: 1
" PROJECT NO. DRAWING NO.
CHKD BY: F!'-ll
RVWD BY: DE~ PD 04-08 420-28
ENGINEERING, 1:-iC.
CoNSTRUCTION TESTING &: ENGINEERING, INC
GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION
2414 VINEYARD AVENUE, STE G ESCONDIDO CA 92029 (760) 746-4955
CTE JOB NO. 10-6790C
ll
DEMOLrT ON PLAN
PROPOSED JETSOURCE HANGAR
DEMO EXIST. CURB-,---_
' \
I
(
BENCH MARK
DESCRIPTION: 2 1 /2" STAMPED ALUMINUM DISK
JIG. 4 x--
?' 7 (" ~
/
E'X!ST. B!DG.
Ffi'.""31 R.27
l,R:ISE--90-0015
LEASE-90-0115
i\'\JST. ll1NGAR
PP= .'.11 ti. R:J
I
LEASE-98-0015-A
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A.~<:r·ci1
6.5
ENGINEER OF WORK
LOCATION: 260' +/-NORTH OF CENT[RL/NE OF PALOMAR AIRPORT RUNWAY
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RECORDED: CALTRANS CONTROL STA. 'HPGN 11-07' NGVD 29 DATTJM
ELEVATION: 309.19 DA TUM: M.S.L. DA TTJM
'•/f,DY. REVIEWED BY:
RODNEY D. BALLARD . RCE 43345 DATE
INSPECTO
"AS BUILT"
EXP, ___ _ DATE
DATE
GRAPHIC SCALE
40 0 20 40 80 160 I_,_ I ! ! ! ____ ~I
1 inch = 40 ft
1---+--+------------+----+------lf-----l----J I SHE2ET I CITY OF CARLSBAD I SHE4ETS I
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/1\
DATE INITIAL DATE; INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
PRECISE GRADING AND EROSION CONTROL PLANS F □R,
PROPOSED JETSOURCE HANGAR
PALOMAR AIRPORT
CARLSBAD, CALIFORNIA
Lj,{)Jl'I 8. HUBBS , .... ,,, ...
•
CITY ENGINEER RCE~~M9 EXPIRES~
DWN BY: PG PROJECT NO.
CHKD BY: "/J '' 13
RVWD BY: Pffi PD 04-08
7/z ... /-,,
DATE
DRAWING NO.
420-2B
ENGINEEIIING, INC
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-----
CoNSTRUCTION TESTING & ENGINEERING, INC
GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION
2{U VINEYARD AVENUE, STE G ESCONDIDO CA 92029 (?80) UB-4955
CTE JOB NO. 10-6790C
PRECISE GRAD NG PLAN
PROPOSED JETSOURCE HANGAR
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LEASE-98-0015-A
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I:\ .. E '~.TING WA?rR PER CITY OF CARLSBAD & MATCH EXISTING
•O ~'WING NO, 389-07
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ENGINEER OF WORK "AS BUil T"
BENCH MARK
DESCRIPTION: 2 1 /2" STAMPED ALUMINUM DISK
LOCA TJON: 260' + I NORTH OF CENTERLINE OF PALOMAR AIRPORT RUNWAY
RCE___ EXP ___ _
RECORDED: CAL 1RANS CONTROL STA. 'HPGN 11-07' NGVO 29 DA TUM
£LEVA TION: J09.19 DA TUM: M.SL DA TUI.I_ RODNEY D. BALLARD RCE 43345 DATE
REVIEWED BY:
INSPECTOR
DATE
DATE
1
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I
GRAPHIC SCALE
40 0 20 40 80 160
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1 inch = 40 ft.
I SH~ET I CITY OF CARLSBAD I SHE:Ts I
ENGINEERING DEPARTMENT
PRECISE GRADING AND EROSION CONTROL PLANS FDR:
PROPOSED JETSOURCE HANGAR
PALOMAR AIRPORT
CARLSBAD. CALIFORNIA
Ap~LL~-;t· H~BBS 7/z.-/ •!'. ' CITY ENGINEER RCE '.laS89 EXPIRES • -DATE
/1\ DWN BY: DC PROJECT NO. ' DRAWING ND.
DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: 1 ~1<-8' REVISION DESCRIPTION PD 04-08 420-2B
ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: 0 r'-
EROS ON CONTROL PLAN
EROSION CONTROL NOTES PROPOSED JETSOURCE HANGAR
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOE PATE AT 760--930-0123
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID
CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SA T/SFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE.
GRAPHIC SCALE
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EXISTING BUILDING
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.,._____.,,60, STABILIZED CONSTRUCTION
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LEASE-98-0015-A
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408.27',
LEGEND
DESCRIPTION QUANTITY
STABIIJZED CONSTRUCTION ENTRANCE
SILT FENCE
GRAVEL BAGS
750 SQ. FT.
1075 LF'
313 EA.
I I I I I I ---w No.C04334 "'
ENGINEEJUN~, INC,
inch = 40 ft.
CoNSTRUCTION TESTING & ENGINEERING, INC
GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION
~U VJNEYJ.Rll AVENUE, STE G ESCONDIDO CA 92039 (760) 746-4955
CTE JOB NO. 10-6790C
EXP.06 3
BENCH MARK
DESCRIPTION: 2 1 /2" STAMP£D ALUMINUM DISK
LOCATION: 260' +/-NORTH OF CENTERLINE OF PALOMAR AIRPORT RUNWAY
RE:CORDED: CALTRANS CONTROL STA. 'HPGN 11-07' NGVD 29 OAWM
ELEV/ff/ON: 309. 19 DA TUM: M.S.L DA TUM
ENGINEER OF WORK
f,·/1/-o,
RODNEY D. BALLARD RCE 43345 DATE
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PROPOSED HANGAR
SYMBOL
"AS BUil T"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
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DA1£ INITIAL
ENBINEER Of WORK REVISION DESCRIPTION
I 50'MIN , I
~• a?'!: ~~
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EXiSTING GROUND
( PROFILE
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PLAN
'MN
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PRO\/lO[ AP,0 ,ROPRIA T[ TRANSiT/ON
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE M✓O PUBLIC RICHT-OF-
WA Y
STABILIZED CONSTRUCTION ENTRANCE
GRAVEL BAGS OVERLAP
ONTO CURB -\
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~,, 3 FT (0.9 M) MIN.
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//
-----=~ . _______ '-..-.._
GAP BETWEEN BAGS
ACTS AS SPILLWAY
THR[[ LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT --~
ATTACH FILTER FABRIC
STEEL OR
WOOD POST
SECURELY TO UPSTREAM
SIDE OF POST--~
: ..
FLOW .. . . . ... . . . . . . . . ..
10' (3m) MAXIMUM SPACING WITH
WIRE SUPPORT FENCE
6' (1.8ml MAXIMUM SPACING WITHOUT
WIRt SUPPORT FENCE
STEEL OR WOOD POST
36" (1m) HIGH MAX. I PONDING HEIGHT
FLOW
TRENCH
NOTES:
tONDING HEIGHT
'4 FLOW
{
, 3/4" (20mm)
\ ,,--t,IIN. DRAIN ROCK
1
INSTALLATION WITHOUT TRENCHING
SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY
INSPECT AND REPAtR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN
NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT.
REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
SILT FENCE
NO SCALE
I SH~ET I CITY OF CARLSBAD I SHE:Ts I
ENGINEERING DEPARTMENT
PRECISE GRADING AND ER□SI□ N CONTROL PLANS FDR•
PROPOSED JETSOURCE HANGAR
PALOMAR AIRPORT
CARLSBAD, CALIFORNIA
A~/ L':3:"'. )/B. HUBBS rz .,/...,,
' CITY ENGINEER RC~EXPIRES "" DATE
DWN BY: "' PROJECT NO. ' DRAWING NO. DA1£ INITIAL DATE INITIAL CHKD BY: :1tl~1
01HER APPROVAL CITY APPROVAL RVWD BY: ~li'.1'-. PD 04-08 420-2B