HomeMy WebLinkAboutDWG 428-4A; CDP 04-32; MARTINET RESIDENCE; 01-04GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PRE\JIOUSL Y 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, RE:SOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. 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 ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE Cl TY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RA TING OF A ANO A SIZE
CATEGORY OF CLASS VAS 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 SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6, NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS 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 BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERM/ f HAS BEEN ISSUED.
8. NO REVISIONS ~LL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPR/A TE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL ORA ~NGS SHALL BECOME THE PROPER TY OF THE Cl TY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE 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 ANO OTHER EMERGENCY VUIICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
ijfCHANICS, THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
'1'fECTOR ~THIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERM/ T, ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
" EARTHWORK SPECIF/CA T/ONS " ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PR£CONSTRUCT/ON MEETING SHALL 8£ HELD AT TH£ SITE PRIOR TO TH£
BFGfNN/NG OF WORK AND SHA! I 8£ ATTENDED BY Al I REPRFSFNTAVVFS
RESPONSIBLF FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER
ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. THE CONTRACTOR ~LL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE ANO TIME FOR THE
PRECONSTRUCT/ON MEETING. APPROVED ORA ~NGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT TH[ MEETING.
15. All INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MITT/NG Will BE
MADF BY CAI /ING THF FNGINEFRING 24 HQIIR INSPFCTIDN REOIIFST /INF AT
(760) 438-3891. INSPECTION REQUEST MUST BE REC£/VED PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE 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 BE SOLELY 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 TH£ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING TH£
EXCA VAT/ON Of SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA T/ON
THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAF'ETY ORDERS. TITLE 8
CALWORNIA ADMINISTRA T/VE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE, A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD, SUBMIT APPL/CAT/ON FOR BLASTING
PERMIT WELL IN ADVANCE Of THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED ~THIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS ~LL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM TH£ CITY
ENGINEER TO DO SO.
20. ALL OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU /CR/DAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21, ALL OF/C-5/TE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING Of
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH£ CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON TH£ PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HA VE A
MINIMUM ONE PERCENT $LOP£,
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 TH£ PROJECT INSPECTOR.
26. ALL SL OPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYOROSEEDED
WITHIN TEN (10) DAYS OF THE TIM£ WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. ____ , AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
SPEAR ANO ASSOCIATES, INC JOB NO. 04-313 DIF/ARN
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK Of THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
ANO /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED /COR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. STORM DRAIN PIP[ SHALL 8£ REINFORCED CONCRETE PIPE WITH A MINIMUM
0-LOAD OF 1,350, /COR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BAC/(FILLED WITH 3/4"
ROCK PER SDRSD 5-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE,
31, WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY /CEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CON TRACTOR SHALL VERIFY THE LDCA TION Of ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUF'FICIENTL Y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
/COUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOT/F'Y AFF'ECTEO UTILITY COMPANIC:S (SEE BELOW) 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
SDG&E
PACIFIC BELL
ADELPHIA CABLE COMMUN/CA T/ONS
COX COMMUN/CATIONS
*CITY Of CARLSBAD(STREETS & STORM DRAIN)
*CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER)
'AS APPROPR/A TE
34, PERMIT COMPLIANCE REQUIREMENTS:
(80G)422-41J3
(800)660-7343
(800)892-0123
(760)438-7741
[760)1'06-9809
(760)434-2980
(760)438-2722
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSE,. VE AND CONTROL THE WORK IN PROGRESS {15.16.120A.8}
CARLSBAD MUNICIPAL COO£.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMI.T -THE FOLLO~NG
REPORTS MUST 8£ SUBMITTED TO THE CITY ENGINEER VIA TH£
PROJECT INSPECTOR /15.16.120A.10} CARLSBAD MUNICIPAL CODE:
(I) FINAL REPORT BY SUPERViSING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
ANO /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER /CROM CITY ENGINEERING DEPARTMENT),
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, 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 TH£ SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT ~TH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35, UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR A'TER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES ~LL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TITLED GEOTECHNICAL UPDATE ,
PREPARED BY HETHERINGTON ENGINEERING, INC. DA TED
JANUARY 27 ,20 05 , SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE ~ TH THE
RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE'
I HEREBY DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6 703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIF/CA T/ONS
CITY Of CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK,
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: SPEAR & ASSOC/A TE:S INC.
ADDRESS: 475 PRODUCTION WAY
CITY, STA TE: SAN MARCOS CA 92078
BY THE
Of MY
RCHARO W.
DA TE: _'i /-z-;l ~•;,_ __
R.C.E. NO.: __ _o2cc0:c.:93'-'4 __________ _
REGISTRA T/ON EXP/RAT/ON DA TE: ___ 9_-_30_-_0~!9 ___ _
SOILS ENGINEER'S CERTIFICATE
1, Oa.no't. C-ohe..r:, . A REGISTERED c1v1L
ENGINEER OF ifHE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS
IN TH£ f/ELD Of APPLIED SOILS MECHANICS, HEREBY CERTIFY Tl!A T A
SAMPLING AND STUDY Of THE SOIL CONDITIONS PREVALENT WITHIN THIS S/Ifii WAS MADE BY ME OR UNDER MY DIRECT/0.N BETWEEN THE DA TES OF
.'.[qMLt,tl'{'( 1..b , 2005'° ANO ';J:Af/v-11-t/..'i U _._2IJ05°. TWO
COPIES Of THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER. -~ .... ~
SIGNE~..cc-~;;..---~?=-·-·_··-_·_· -~--·---
P.E. ~ I '13]
DATE: 6/3/o ~
LICENSE EXP/RATION DA TE:
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRAD/ ACTIVITY AND ADVISE ON THE COMPACTION ANO STABILITY OF
TH SIT .
DAT£
i
VICINITY MAP
CITY OF OCEANSIDE
HIGHWAY 711
CITY OF VISTA
PACIFIC
OCEAN
CITY OF ENCINITAS
RCE OF TOPOGRAPHY sou
TOPO
FIEL
GRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
D METHODS FROM /NFORMA T/ON GATHERED ON
4 . 20_0_
TOPO
ACCU
BY SPEAR & ASSOC/A TES INC .
GRAPHY SHOWN HEREON CONFORMS
RACY STANDARDS.
BEN CH MARK
Rf PT/ON: RIM OF SEWER MANHOLE
TO
NOV. 2~
NATIONAL MAP
OESC
LOCA TION: JAMES DRIVE. 180± WEST OF ~ INT. OF JAMES DRIVE
AND TARA COURT.
ROED:
TION: 129,49 DATUM:
CARLSBAD MUNICIPAL WATER DISTRICT
DAVID A. HAUSER DATE
,
CITY ENGINEER R.C.E. 33087 EX. DATE 6/3D/08
LEGAL DESCRIPTION
PARCEL B OF ADJ 01-12 AS DESCRIBED
IN CERTIFICATE OF COMPLIANCE RECORDED
JANUARY 28, 2004 FILE NO. 2004-0068113.
ASSESSOR'S PARCEL NUMBER
207-022-60
CALIFORNIA COORDINATES
1671-362
OWNER/DEVELOPER
ED & ROSANNE MARTINET
5315 AVENI DA ENCIN/\.S, SUITE 110
CARLSBAD, CA 92008
ADDRESS
4020 JAMES DRIVE
CARLSBAD. CA 92008
EARTHWORK QUANTITIES
CUT: 355 CY
FILL: 15 CY
IMPORT: 0 CY
EXPORT: 340 CY
REMEDIAL: 0 CY
. •
WORK '.!'O BE DONE
THE GRADING WORK 'SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS,
REMEDIAL GRADING, DRAINAGE F'AC/LITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
I\S-BUIL T GEOLOGIC MAPS :WO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
Of PLANS ,' AND THE CITY STANDI\RDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDIN1NCES CITED ON THESE PLANS,
THE GRADl('/G WORK SHALL BE PERF'ORMED IN ACCORDANCE ~TH THE FOLLO~NG
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER. ,
1. CARLS~AD MUNICIPAL CODE
' 2. CITY QF CARLSBAD STANDARDS
I 3. THIS ,SET OF PLANS
4. RES9LUTION NO. 5764 DATED 11-17-04
5. THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY HETHERINGTON ENGINEERING INC. /
DATED OCfo&eA 'I, 7.o~z
7, THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY Of CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DA TED FFBRIIARY Z 2005
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED
10. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED ey_,_,NL/A'-'------DAT[D_________ WD/0 NO. ____________ _
11. STORM WATER MANAGEMENT PLAN (SWMP) PREPARED BY -'-'N'-'A'-'---------
DAT[Q_________ '
12. THE CALIFORNIA STORM WATER QUALITY ASSOC/AT/ON (CASQUA), STORM WATER BEST
MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STA TE Of CALI/CORN/A, DEPT. OF
. TRANSPORTATION, C01\STRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL.
LEGEND
DESCRIPTION DWG.NO, SYMBOL QUANTITY
STREET CENTERLINE
PROPERTY BOUNDARY
EXISTING CONTOURS
EXISTING SPOT ELEVATIONS
PROPOSED SPOT ELEVATIONS
CUT/FILL SLOPE (2: 1 MAX.)
DAYLIGHT LINE
EXISTING WATER LATERAL
EXISTING SEWER LATERAL
DIRECTION OF DRAINAGE
PROPOSED RETAINING WALL
P.C.C, DRIVEWAY
P .C.C. SIDEWALK
REMOVE EX. CURB & GUTTER
REMOVE EX. SIDEWALK
TYPE B BROW DITCH
TYPE F PRE -CAST INLET
12" HDPE
(PER SEPARATE BUILDING PERMIT)
G-14A & GS-12
D-75
D-7
---'t:---
--...lt-
,.......-----.72.Q__./
~
~
IY 111 Y 1D
---............o/}--------
--w---®
--s---®
ii' . ·t;.
I':· :· ,·.··.···I
220 LF
295 SF
32 SF
30 LF
120 SF
102 LF
1 EA
73 LF
il~11,'
-.....c h~I, ~ •1 ~¼ PLANS PREPARED BY: ; ~ SPEAR & ASSOCIATES, INC 1
• -'. \, 475 PRODUCTION STREET, SAN MARCOS, CA. 92078
PHONE (760) 736-2040 FAX (760) 736-4866
9~~~ ' --~ '-~ -~~~ ~~
CONSTRUCTION PRIORITY: MEDIUM
P~NI~EPARTMENT APPROVAL II A~ BUIL T11
,• .,
""' DATE:S/20/C8 /' (SIGNED) , .
l)o,v NG U • PLANNING DIRECTOR ~ ,
RCE''.1 ·: • EXP. . DATE
~(SIG#'i!( -DATE: 9/ly-/oS-REVIEVEDI BY, $r-\t£T t -z.
RECOMMENDED BY: & ~~ry F, ~ k(R. -.::::-/,. ~.l,16 , 5/1 /1 J:J.-
rr,/s 'Ec/r□R -. -··;s ?-..&. •• .,,, • .:. DATEi (P NAJIE)
' . •
-
I SH1ET I CITY OF CARLSBAD I SH4TS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
'
MARTINET RESIDENCE
4020 JAMES DRIVE
APPROVED () J .,.,7 DAVID A. fJAU5ER ·., . /o(tz/u?
. .
EXPIRES 0/:0/de. DATE CITY ENGINEER PE 330Bl
/1\ 1 "''.1 f.V .... ,.~ ... ·• '-~ OWN BY: DATE INITIAL -----PROJECT NO. DRAWING NO. DATE IN11TAL DATE INITIAL CHKD BY: .,,..,
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: • CDP 04-32 428-4A
I
•
., EXIST. SEWE~
0
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
---· - -------------
PLANS PREPARED B~
& ASSOCIATES,
SPEAR ANO ASSOCIATES, INC JOB NO. 04-313 DIF/ARN
I
---
-
---------
------
0 10 20 40
SCALE: 1" = 10'
TYPE 2 RETAINING WALL PER C-2
(UNDER SEPARATE PERMIT}
4" PVC OUTLETS @ 20' o/c
FUTURE GRAD[
7W
4" PVC PERFORATED
BACKDRA/N
SECTION A-A
NO SCALE
11 AS BUIL T11
RCE __ _ EXP, ___ _ DATE ----------------REVIEv/ED BY: S/-jet>, \-'?.-.
INC
--1.J_, j~
, , ,
s/1/11:/-, DATE'
l---+-----+-----------+---+---------,f---------,-----I I SH2EET I CITY OF CARLSBAD I SH4EETS I
ENGINEERING DEPARTMENT :===:'....'.:==========~=~
'
1-~,,.------j~~--J-b/~~,___UwcJllD I
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
~--+----+--+1---\-J\1,-=--,,.-t.-ra.:-:: , ......
DATE INITIAL -t>A TE INITIAL
OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
MARTINET RESIDENCE
4020 JAMES DRIVE
APPROVED V ~ DA\/ID,A, HA\J=;j/'-. ;
{ /o L/c,?
CITY ENGINEER PE 33081 EXPIRES 6/30/08. DA TE.
DWN BY: .ffN
CHKD BY: F
RVWD BY:
PROJECT NO,
CDP 04-32
DRAWING NO,
428-4A
EROSION CONTROL NOTES
I, IN CASE: EMERGENCY WORK IS REQUIRED,CONTACT __ _.£.,.D'---M""'A"'R"--'7il!LIN,..,£..._T ___ _,A:,_JT'-
(760) 519-5613
2. EQUIPMEl)IT AND WORKER$ FOR EMERGENCY WORK SHALL 8£ MADE: AVAILABLE: AT ALL
TIMES 1)1,JRING THE RAINY SEASON. ALL N[C[SSARY MATERIALS SHALL 8[
STOCKPIL£1) ON SITE AT CONVEN/E:NT LOCATIONS TO FACILITATE: RAPID
CONSTRUf TION OF TEMPORARY DEVICES WHEN RAIN 1$ EMINENT,
J. DEVICE:S SHO'Mv ON PLANS $HALL NOT BE: MOVED OR MODIFIED 'M7HOUT 7H£ APPROVAL,
OF THE [NG/NEERING INSPECTOR, '
4. TT-IE CONTRACTOR $HALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING C>ROER
TO THE SATISFACTION OF TT-IE CITY ENGINEER, AFTER EACH RUN-OFF PRODUCING
RAINFALL. '
5, THE: CONTRACTOR SHALL INSTALL ADDITIONAL EROS/ON CONTROL MEASURE:S AS MAY BE
REQUIRED BY 7HE Cl TY ENGINEER DUE TO UNCQMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6, THE: CONTRACTOR $HALL BE RESPONSIBLE AND $HALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHE:RE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION. •
7. , ALL EROSION CONTROL MEASURES PROVIDED PER 7HE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND TT-IE PROJECT PERIMETER MUST DRAIN AWAY FROM 7HE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
!I. ALL REMOVABLE PROTECTIVE: DEVICES SHOWN SHALt BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN 7HE FIVE (5) DAY RAIN PROEJABILITY FORECAST EXCEEDS FORTY
PERCENT (40X). SILT ANO OTHEk DEBRIS SHALL 8£ REMOVED ArTER EACH RAINFALL.
10, ALL GRAVEL BAGS SHALL 8£ BURLAP TYPE WITT-I J/4 INCH MINIMUM AGGREGRATE.
I I. SHOULD GERM/NATION OF HYDROSEEOED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (907' COVERAGE) PRIOR TO NQVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE ~1H SECTION 35.023 OF
B.
TT-I£ EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPAR™ENT OF CONSERVATION,
STA TE: OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF TH£ STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A. HYOROSEEOING $HALL BE APPLIED TO: . I'
I. ALL SLOPES n-lAT ARE GRADED 6: 1 (HORlffiNTAL TO VERTICAL) OR STEEPER
WHEN THEY AR£: I
a. THRE[ FEET OR MORE IN HEIGHT AN[)i' ADJACENT TO A PUBLIC WALL OR STREE:T. I
b. ALL SLOPES 4 FEET OR MORE IN HEi HT.
2. ARE.AS GRADED FLATTER THAN 6: I WHEN ANY OF TT-IE FOLLOWING CONDITIONS
EXIST: I
a. NOT SCHEDULED FOR IMPROVEMENT$(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ,R,OUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RE(:R,IEA TION DIRECTOR AS HIGHLY
VISIBLE TO TH£ PUBLIC. I I
c. HA VE ANY SPECIAL CONDITION IDEN~FIED BY THE Cl TY ENGINEER
HYO.ROSEEDED T::A::::L:T:;~~::;:DT~:::f1 ;~ANGE 'MTT--1 THE FOLLOWING
CRITERIA:
I. ALL SLOPES n-lAT ARE GRADED 6: 1 OR STF;£PER AND n-lA T ARE:
a. THREE TO £/GHT FEET IN HEIGHT SHA~L BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOS£ BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER H~Aos PROVIDING 1007' COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT $HALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SP~I INKLER HEADS PROVIDING 100%
COVERAGE:,
2. AREAS SLOPED LESS THAN 6: I SHALL BE IRRIGATED AS APPROVED Bf n-1£ CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE: IRRIGATION TO TH£ CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING TH£ NUMBERS, TYPES ANO COSTS OF
THE: DEMENT$ OF THE PROPOSED SYSTEM.
J, IRRIGATION SHALL MAINTAIN THE MOISTIJRE LEVEL OF THE SOIL AT TT-IE
OPTIMUM Lf:VEL FOR TT-IE GROWTH OF TH£ HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE rOLLOWING:
I. SEED MIX SHALL CONSIST OF NO LESS 71-/AN:
'a, 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE: OF ZORRO FESCUE
'c. J lbs. PER ACRE OF E: SCHOOL CIA CALIFORNICA
'd. 4 lbs. PER ACRE OF ACHILLEA MILLErOLIA
'a, J~s. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. I 2 lb. PE:R ACRE OF DIMORPHOLECA
g, I EMS c,d,a, ANO f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE: THE AREA BEING HYDROSEEDEO IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h, ITEM a OF n-llS SUBSECTION MUST 8£ INOCULATED WITH A NITROGEN
FIXING BACTERIA ANO APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEOING,
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
$AID CONTAINERS.
j, NON-PHYTO-TOXIC W£TTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE I MULCH APPLIED AT n-lE RA TE OF NO LESS 7HAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITIJTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO Tl-/£ SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
TH£ STRAW INTO TT-I£ SOIL
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, W/1H
15JS SULPHUR APPLIED AT Tl-/£ RA TE OF 500 lbs. PER ACl<E.
AREAS TO BE HYDROSEEDED SHALL BE PRE:PARED PRIOR TO HYDROStEDING BY:
I. ROUGHENING n-lE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPER lHAN 6: I
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENT/_ Y FRIABLE,
c, RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING TT-IE SOILS SO TI-IAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING Tl-IE SURFACE: SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING $AUNE SOILS TO PROV/OED VIABLE CONDITIONS FOR GROWTH.
HYDROSEE:DED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTI. Y LANDSCAPED OR, rOR AREAS WHERE HYDROSEEDING IS
TH£ PERMANENT LANDSCAPING, UNTIL n-1£ PROJECT IS COMPLETED AND ALL B<;JNDS
RELEASED.
SPtAJI ANO A~O~ATES. llfC JOB NO. 04-313 OIF/ARN
PUBLIC RIGHT-
OF-WAY
50'MIN.
PROF/IE
EXISTING GROUND
_L
1•fMIN,
T PLAN
PROVIDE APPROPR/A TE TRANSITION
BETW£EN STABILIZED CONSTRUCTION
ENTRANCE: AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE.
ANCLf FIRST $TAK£ TOWARD
PREVIOUSLY LAID BALE ---..
fl.OW---1►► WIRE OR NYLON
BOUND BALES
PLAC£D ON TH£
CONTOUR
2 RE-BARS,STffl PICKETS,OR
2"X 2" STAKES 1 1/2' TO
2' IN GROUND
ANCHORING D£TAIL
' DRAINAGE AREA LESS THAN 1 ACRE
STRAW BALE DIKE
I. SET POSTS ANO EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
--------~ / ----1/
~,-
m - -
J, ATTACH THE FIL TE.R FABRIC TO
THE WIRE FfNCE AND EXTEND IT
IN TO TH£ TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
4, BACKFILL ANO COMPACT THE
EXCAVATED SC/L.
SILT FENCE
9 IN. EARTHEN RIDGE
FILL SLOPE mm
-111
. I1,.,.,m;;;ITI ..
MIN.
2 FT
UNLINED SW ALE & BERM
'NIRE SCREEN
FILTERED WATER
GRAVEL FILTER
------
DROP INLET
WITH GRATE
CONCRETE BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
DROP INLET
'NITH GRATE
COMPACTED SOIL
TO PREVENT PIPING
2X6 STRUT($)
RUNOFF WA 1£R
WI 1H SEO/MEN T
. . . . ' ........... ·· ..... ·.
STAKED
STRAW BALE
2X6 STRUT($)
FILTERED
WATER
STRAW BALES
STAKED 'MTH TWO
STAKES PER BALE
END AND SIDE
OVERLAP AT
CORNERS II Ill
2X6 STRUT(S)
REQUIRED WHEN
NOTED ON PLANS
HAY HALE SILT BARRIER
GRAVEL BAGS OVERLAP
ONTO CURB
--------: //
--~--.,-/ /""'._,;:p
RUNOFF ///
GAP BETWEE:N BAGS
ACTS AS SPILLWAY
J FT (0. g M) MIN.
THREE LAYERS OF GRAVEL BAG$
WITH ENDS OVERLAPPED
GRAVEL BAGS
4"-6" LOGS
0
24"
18"
l
LOG CHECK DAM
A
,/ltiilit frl-lt~~\'i'$~lllim
----rT -1~~rpt;,gJ,~~1~E~~ '.
'------: 11:::::'.:j I
POINTS A SHOULD BE HIGHER THAN POINT B
HAY BALE CHECK DAM
6 IN (15 CM)
24 IN (61 CM)
COARSE AGGREGRATE
fl.ow--►
0
L=DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
~=-L----'
GRAVEL CHE~K DAM
J
I
24 IN (61 CM)
7l
LEGEND
DESCRIPTION QUANTITY SYMBOL
STABILIZED CONSTRUCTION ENTRANCE
TC-l MODlFIED
STRAW BALE DIKE
SILT FENCE
UNLINED SWALE & BERM
D-75 LINED SWALE
BLOCK-SCREEN-GRAVEL SILT BASIN
HAY BALE SILT BARRIER
LlMITS OF CLEARING & GRADING
GRAVEL BAGS
PUNCHED STRAW
LOG CHECK DAM
RAY BALE CHECK DAM
GRAVEL CHECK DAM
RIPRAP
l EA.
-----
170 LF --o---o-----a-
150 EA.
-►►1--►I
CONSTRUCTION SITE ENTRANCES SHALL BE PER CALIFORNIA STORMWA TER BMP
HANDBOOK, STANDARD TC-I (www.cabmphondbooks.com), MODIFIED AS FOLLOWS.
-METAL SHAKER PLATES WILL 8£ REQUIRED AT ALL LOCATIONS UNLESS
SPECIFICALLY WAIVED BY THE ENGINEERING INSPECTOR OU[ TO $/TE CONSTRAINTS.
-THE ROCK SIZE SHALL BE 2" MINUS.
-A rENCE, BARRICADE OR OTHER DEVICE APPROVED BY TT-IE ENGINEERING
INSPECTOR SHALL BE USED TO RESTRICT CONSTRUCTION TRAFFIC TO Tl-IE:
CONSTRUCTION ENTRANCE.
HAS BUIL TH
RCE __ _ EXP. ___ _ DATE
REVIE\,IED BY,
INSPECTOR DATE
l---l----+------------+---+--l---+---1 I SH3EET I CITY OF CARLSBAD I SH4EETS I ENGINEERING DEPARlMENT ~==='....===========:::::'....::===! 1-------ll----+-------------------11----+---t----+---I EROSION CONTROL NOTES FOR:
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
MARTINET RESIDENCE
4020 JAMES DRIVE
APPROVED DAVID A, r\AU5ER.
-:-,,:::--c-:::--:-~~-f...:.~~=;===---,-,-.,.,..., 11::>/, z./o 7
CITY ENGINEER PE 330i>l EXP. 3Q'OO. 'DATE
PROJECT NO.
CDP 04-32
DRAWING NO.
428-4A
-------
::>TORM WA TEA POLLUTION PREVENTION PLAN
DRIVE
I
'
I~----
/ )
}'
-
b ,, _____ _
-, --------\✓------------___.-:::::::;:;:: ---. . ·-'w' \,/+------,e------1,/-----\,/-----...-:;:;:: ~ ------
0 10
~
20 30 40
SCALE: 1 • " 1 O'
l '-..., --w --
_-==============----===---------======--=================== ========= === ==============-=========================== ==== ===== - -
8 AS BLJIL T 0
·----------------------------------------------
I .
SPEAR AND i\SSOQATES, INC JOB tl!O. OC,--.!1,S OIF/ARft
-----!
-----RCE __ _ EXP, __ _ DATE -------------------------------------REVIE\.'E D BY•
~W1°ESS1 ""--_
/~ W,
I PLANS PREPARED BY:
209 SPEAR & ASSOCIATES, INC
475 PRODUCTION STREET, SAN MARCOS, CA. 92078 ~ PHONE (760) 736-2040 FAX (760) 736-4866
C~\. ', '--Ir' -'I ~-~-,,, -~-_/ --'--:'::c::,, -~ ~-._,, ' -
I -t:·~ ~ ~~
INSPECTOR DATE
I SH4EET I CITY OF CARLSBAD I SH4EETS I 1----+---1--------------1-------+---+---I---I ENGINEERING DEPARTMENT
~---t-------t--------------1----+---+--+---t
~--+------t--------------1-------+---+---l---t EROSION CONTROL PLAN FOR:
APPROVED
MARTINET RESIDENCE
4020 JAMES DRIVE
DAVID A-1-\AUScaR.
? td' 1z. J.1
~---t-------t--,,--------------t----+---+--+---t ~C~IT~Y~E~NG:;::l::::NE~E~R;;:=P~E~3::::3::::0::::81~· ~EX=-P~IR~E:'::S~G/::::3:::::0/::::00::;;:::D~~::::'f;=::'::E==' ~
l----:D:-cA=TE,-+"'"1N1=nA'"'"L+'-...__-------------+-DA-TE---II-IN_lll_A_L +--D-A TE-+-INl-llAL--1 DWN BY: PROJECT NO, DRA WlNG NO,
ENGINEER DI' waRK REVISION DESCRIPTION f-o-'-m""ER;:___JAP'-'-PR..:..ovc...AL;;:__+....:c..:..1r"'r-AP-'-P'--'RD..cvAL-"'---I ~~~g ~~\ --J<f'-CDP 04-32 428-4A