HomeMy WebLinkAboutDWG 438-6A; MS 04-01; BUSBY MINOR SUBDIVISION; 01-03I ' I 'i '!i ' '
GRADING NOTES
<IN ADDITJ□N TO THE REQUIREMENTS OF CHAPTER 15,16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVJ □USL Y APPROVED BY THE CITY
Of CARLSBAD REGARDING GRADING SHO\JN ON THIS SET Of PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR \JAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION Of CONDITJ□NAL 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 \JHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
\JORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSJ□NS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISJ □NS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF-\JAY PERMIT FROM THE CITY ENGINEER \JILL BE REQUIRED FOR ANY
\JORK IN THE PUBLIC RIGHT OF \JAY. PRJ □R 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
llF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY
\JRITING THE POLICY MUST HAVE A RATING OF 'A' OR BETTER AND A SIZE
CATEGORY Of CLASS V OR BETTER AS ESTABLISHED BY 'BESTS' KEY RATING GUIDE,
5. UNLESS EXEMPTED BY SECTJ □N 301.(b)5 Of THE UNIFORM BUILDING CO DE,
RETAINING \JALLS OUTSIDE Of PUBLIC RIGHT Of \JAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT,
6. NO \JORK 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
\JORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY O\JNER'S PERMISSJ □N
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISJ□NS \JILL BE MADE TO THESE PLANS \JITHOUT THE \JRITTEN APPROVAL
Of THE CITY ENGINEER, NOTED \JITHIN THE REVISJ□N BLOCK, ON THE
APPROPRIATE SHEET Of THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRA\JINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRA\JING SHALL BE Rlc:VISED TO REFLECT AS-BUil T CONDITIONS
BY THE ENGINEER-□f-\JORK PRIOR T□ FINAL ACCEPTANCE Of THE \JORK BY THE
CITY.
II. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. \JHERE TRENCHES ARE \JITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED or, <A> SUMMARY SHEET, <B> LABORATORY \JORK SHEETS AND <C> COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSJ□NAL ENGINEER Of THE STATE OF
CALIFORNIA, PRINC!PALLY DOING BUSINESS IN THE f!ELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT \JILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR \JITH!N T\JO \JORKING DAYS Of THE COMPLETION Of FIELD TESTS.
13. 1\ S□!LS COMPACTION REPORT AND COMPLIANCE VERIFICATJ □N REGARDING
ADHERENCE TO RECOMMENDATJ□NS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRJ □R TO THE ISSUANCE Of A BUILD!NG PERMIT. ALL CONTROLLED GRADING
SHALL BE DOIIE UNDER THE OBSERVATION OF A PROFESSJ □NAL ENGINEER Of THE
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD Of APPLIED
SOILS MECHANIC$. ALL fill OR FUTURE f!LL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE \JITH !HE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
' EARTH\JORK SPECIFICATIONS ' ATTACHED TO THE PRELIM!NARY SO!LS
INVESTIGATJ □N. DAILY f!ELD COMPACTION REPORTS \J!LL BE SUBMITTED TO THE
PROJECT INSPECTOR,
14. A PREC □NSTRUCT!□N MEETING SHALi BE HELD AT THE SITE PR!□R TD THE
BEGINNING DE \f□RK AND SHAI I BE ATTENDED BY Al I REPRESENTATIVES
RESPONSIBLE fOR CONSTRUCTION, !NSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS or THE YORK. THE CONTRACTOR SHALL SCHEDULE THE MEET!NG
THROUGH THE PERMIT CLERK<760-438-3891> AT LEAST FIVE<5) \JORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRA\JINGS MUST BE
AVAILABLE PRIOR TO SCHEDUUNG. THE GRADING PERM!T \J!LL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL [NSPECTI□N REQUESTS OTHER THAN E□R PRECDNSTRUCTIDN MEETING \J!LL BE
MADE BY CAI I ING THE ENGINEERING 24-HOIIR INSPECT!□N REQUEST LINE AT
760-438-3891.INSPECT!ON REQUESTS MUST BE RECEIVED PR!□R T□ 2,00 P.M.
ON THE DAY BEFORE THE !NSPECTl □N IS NEEDED. INSPECTJ□NS \JILL BE MADE
THE NEXT IJORK DAY UNLESS YOU REQUEST OTHER\JISE. REQUESTS MADE AFTER
2,00 P.H. \JILL BE SCHEDULED FOR T\JO FULL \JORK DAYS LATER.
16. THE O\JNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUD!NG
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LA\JS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CJJDE SECTION 6705 BY SUBMITTING
A DETA!L PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHO\JING
THE DESIGN Of SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
Of \JORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE !NSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES f!VE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENG[NEER AND/OR CONCERNED
AGENCY PRJ □R TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE 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 PRI □R TO
EXCAVATION.
. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLAST!NG PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBIT APPLICATJ□N FOR BLAST!NG
PERMIT \JELL IN ADVANCE Of THE SCHEDUUNG Of BLAST!NG OPERATIONS.
19. IF ANY ARCHAE □I.OGICAL RESOURCES ARE DISCOVERED \JITHIN ANY \JORK AREA
DURING CONSTRUCTION, OPERATIONS ',JILL CEASE IMMEDIATELY, AND THE
PERMITTEE \JILL NOTIFY THE CITY ENGINEER. OPERATJ □NS \JILL NOT RESTART
UNT!L THE PERMITTEE HAS RECEIVED \JRITTEN AUTHORITY FROM THE CITY
ENG!NEER TO DO so.
20. ALL OPERATJ □NS CONDUCTED ON THE SITE OR ADJACENT THERETO, !NCLUDING
\JARM!NG UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION Of TRUCKS,
EARTHMOV!NG EQUIPMENT, CONSTRUCT!ON EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BET\JEEN 7•00 A.H. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOV!NG OR GRADING
OPERATIONS SHALL BE CONDUCTED ON \JEEKENDS OR HOUDAYS. <A LIST Of CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL Off-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL T\JO FULL \JORKING DAYS PRIOR TO BEG!NNING Of
\JORK,
22. IMPORT MATERIAL SHALL BE OBTA!NED FROM, AND \JASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRAD!NG OPERATION.
23. BRUSH SHALL BE REMOVED ONLY \JITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPEC!f!CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRA!N.GRADING RESULTING IN THE PONDING OF
\JATER IS NOT PERMITTED. ALL EARTHEN S\JALES AND DITCHES SHALL HAVE A
M!N!MUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROS!ON CONTROL SHALL BE AS SHO\JN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT !NSPECTOR.
26. ALL SLOPES 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 IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
\JITHIN TEN (10) DAYS Of THE T!ME \JHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHO\JN ON THE APPROVED GRADING PLAN$.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY
THE CITY Of CARLSBAD LANDSCAPE MANUAL, THE APPROVED SLOPE REVEGETATION
PLANS AND /OR AS DIRECTED BY THE CITY ENGINEER OR PLANN!NG DIRECTOR.
30. STORM DRAIN PIPE SHALL BE RE!NFORCED CONCRETE PIPE \JITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN P!PES, UP TO 15' PVC MAY BE
UT!LIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKflLLED \JITH 3/4'
ROCK PER SDRSD S-4 TYPE 'C' AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOL!D \JALL PIPE.
31. \JHERE AN EXIST!NG P!PE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED \JITHIN T\JENTY FEET Of BUILDING
OR STREET AREAS AND REPLACED \JITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE \JILL BE PLUGGED \JITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENG!NEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATJ □N OF ALL EXIST!NG fAC!LITIES
<ABOVE GROUND AND UNDER GROUND) \JITH!N THE PROJECT SITE SUFf!C!ENTL Y
AHEAD Of GRADING TO PERMIT THE REVISION OF THE GRAD!NG PLANS If IT IS
FOUND THAT THE ACTUAL LOCAT!ONS ARE !N CONFLICT \JITH THE PROPOSED
\JORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES <SEE BELO\J) AT
LEAST 2 FULL \JORK!NG DAYS PRJ □R TO STARTING GRAD!NG NEAR THEIR
FACILITIES AND SHALL COORDINATE THE \JORK \JITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT 1-800-422-4133
SDG&E 760-660-7343
SBC 800-892-0123
ADELPHIA COMM. 760-438-7741
CITY Of CARLSBAD<STREETS & STORM DRAIN) 760-434-2980
, CITY OF CARLSBAD <SE\JER,\JATER & RECLAIMED \JATER) 760-438-2722 -. --
34. PERMIT COMPLIANCE REQU!REMENTS•
A. FOR CONTROLLED GRAD!NG-THE APPLICANT H!RES A CIVIL ENG!NEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE \JORK IN PROGRESS (15.16.120.8)
CARLSBAD MUNICIPAL CODE.
B. PRIOR TD f!NAL APPROVAL Of A GRADING PERMIT-THE fOLLO\JING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR <15.16.!20.9 & !Ol CARLSBAD MUNIC!PAL CODE•
([) f!NAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSJ □N CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE \JITH CITY
CODE AND THE APPROVED PLANS <OBTA!N $AMPLE OF COMPLIANCE
LETTER FROM CITY ENG!NEERING DEPARTMENT>.
<2) AS-BUILT GRADING PLAN.
<3> REPORT FROM THE SOILS ENGINEER, \JH[CH 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
!NCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING \JAS DONE !N ACCORDANCE \JITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
<4> REPORT \JITH AS-BUil T GEOLOGIC PLAN, lf REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED \JITHIN ONE ([)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQU!RED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES \JILL BE REQU!RED FOR
ANY SUCH RECHECK,
36. THE SOILS REPORT TITLED 'GEOTECHNICAL INVESTIGATION, PROPOSED BUSBY PARCEL
MAP, 1212 OAK AVENUE, CARLSBAD, CALIFORNIA', PREPARED BY \JESTERN SOIL AND
FOUNDATION ENGINEERING, INC., DATED DECEMBER 31, 2003, JOB NO. 03-73, SHALL BE
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE
IN ACCORDANCE \JITH THE RECOMENDAT!ONS AND SPECIF!CATJ□NS CONTAINED
IN SAID SOILS REPORT.
37. \JHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE CODE.
38. ALL. SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS \JORK
SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF \JORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 Of THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
COf:!SISTENT \JITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK Of PROJECT DRA\JINGS AND SPECIFICATIONS
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENG!NEER Of \JORK, Of MY
RESPONSIBILITIES FOR PROJECT DESIGN.
f!RM• AQUATERRA ENGINEERING INC.
ADDRESS• 1843 CAMPESINO PLACE
R.C.E. NO., 23080
REGISTRATJ □N EXPIRATION DATE, 12/31/0'l'
SO/LS ENGINEER'S CERTIFICATE
I, VINCENT \J. GABY, A REGISTERED ENGINEERING GEOLOGIST
Of THE STATE OF CAL!FORNIA, PRINC!PALLY DOING BUSINESS
IN THE f!ELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A
SAMPLING AND STUDY OF THE SO!L CONDITIONS PREVALENT \JITHIN THIS
SITE \JAS MADE BY ME OR UNDER MY DIRECT!ON. THE RESULTS ARE SHO\JN
IN THE REPORT DATED DECEMBER 31, 2003, JOB NUMBER 03-73. T\JO
BY THE
COPIES Of THE SOILS REPORT COMPILED FROM THIS STUDY, \JITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE Off!CE OF THE CITY
ENGINEER.Sec AVOE.NOU/f/1 lf:TTE.Tl. V/~11=. D NoY,:IJIB£R t2 1 zoo7
\l[ST[RH S□IL AND f□UNDA TION E:NG!N[[RING, INC.
-cc~•.,1 3 HALE AV[NUE fut dlJ 0 ~ e-f-0 _ _<1,ES ~!DD, CA 92029 ' : /, ) ; · '1, ''>'5.. /_
c}"'<-tlf ~;, ~6' -746-49li!3553 SIGNED, W• ,~ ? 1/'Db ~ ,/5' ;s-v' 't) 'c.!. VINCENT \J. GABY . DATE /I /1~/200/~
(
·;~ ·'-No.11'5 "-':°1 ~"'"""'",.. ct!G 1755 EXPIRES 7/31/07 ·· 6, 7-3J::o9 #'oQ'fS•• " cEA flf :EiJ ~ ;:,.,, •f,'\ · _._ '310/ ... ~
(
. "=N<"''•i:=::-1>,Nll ,( ,,, ~~ -i'.'1)~\ c., -'••·-·• . -;,, • t'. z,,, < ' 1l~n t'.;EOU)<WTf ij" ;/1:\<~· .,,_{,_~J 1~ q. ,1,f ~ i<' \
•'f)...-...,__ ~ //~-: .1 ,_<;,>,, (,:~ -;t,:, ~-'~(,::'~-----,fO if':") I,~ ;,y C.'' ~-.,;t:~~ i1 ;:{I { /1 I-lo. 928 ~ ~\--I ,,c G,,~c3/'-""" •~/
SIGNED• J;c:~~/-/.__., l-2/2-/Yo
29. THE O\JNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE
\JORK Of THESE GRADING PLANS \JITH THAT SHO\JN ON APPLICABLE LANDSCAPE AND
IRR!GATJ □N PLANS, SLOPE REVEGETATION PLANS AND !MPROVEMENT PLANS AS REQUIRED
FOR THIS \JORK IN ACCORDANCE \JITH THE LANDSCAPE MANUAL TIME REQUIREMENTS
\ • =.Q ...o-,
I -;.e (.'I _,"
•f'i.. "lo' ~... k / ~,?. (fCHltf-"' ':\~/ < Of-CAll~/4
DENNIS ZIMMERMAN DATE I/-/Z..-67 '!:lf.fr
GE928 EXPIRES 3/31/08 ~ l/
. OR AS OTHER\JISE DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. .._ o:-.,•~-:::~
--------------
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I EX) GROUND
MAX
I I
I I I OAK A VENUE IS A AL TERNA TE DESIGN STREET. I
TYPICAL SECTION: OAK AVE.
NOT TO SCALE
ACCESS & UTILITY ESMT.
TO BENEFIT PARCEL 3 ~ACCESS & UTILITY ESMT.
TO BENEFIT PARCEL 4
W PL ' CL E PL
,_ ___ 1~5~• ---,~-i-1 ,. ___ ~15~•---~,
I 24' ~:----cc12~.--=--,-12~'--_j I
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I I I ~
I
2:1 :Y:
6" PCC PVMT W/6x6,10x10 WWF ON
TYPICAL SECTION: DRIVEWAY
NOT TO SCALE
THE EARTH\JORK QUANTITIES SHO\JN \JERE CALCULATED BASED ON THE
PRISMOIDAL (CONTOUR SLICE> MET HOD. THE QUANTITIES INCLUDE
CONCRETE BUILD!NG SLABS, STREET PAVEMENT AND BASE (RA\J) VOLUMES.
THE EARTHVORK QUANTITIES SHO\JN DO NOT ACCOUNT FOR THE IMPACTS
OF THE FINAL EARTH MOVING QUANTITIES OF THE FOLLO\JING ITEMS.
I) SHRINK OR S\JELL OF THE NATIVE OR IMPORTED MATERIAL
2) EXCAVAT!ON OF BUILDING AND COLUMN FOOTINGS
3) SPO!L MATERIAL CREATED FROM PIPE TRENCHING
4) PLACEMENT OF LANDSCAPING TOP SOILS
THE CONTRACTOR SHALL PREPARE SEPARATE EARTH\JORK QUANTITY
CALCULAT !□NS PRJ □R TO BIDDING AND SHALL BASE H!S/HER BASE BID
EXCLUSIVELY ON HIS/HER O\JN COMPUTAT!□N.
OWNER'S CERTIFICATE
I (\JD HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
4" AB
GEOLOGIST HAS BEEN OR \JILL BE RETAINED TO SUPERVISE OVER-ALL
GRAD!NG ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE.
~~ r/3 GENE SBY
~BUSBY
1212 OAK AV[NUE
CARLSBAD, CA 92008
T[L, 760-845-2679
LEGAL DESCRIPTION
DATE
IO -1/-a'P
DATE
A PORTION Df TRACT 119 Df CARLSBAD LANDS P[R HAP NU 1661, f!LED MARCH
I, 1915 AND PORTIONS Df LOTS 25 THROJGH 32 IN BLOCK 86 OF THE 10\/N OF
CARLSBAD ALL IN TH£ CITY llf CARLSBAD, COUNTY Df SAN D![GO, STAT[ OF
CAL!FORN[A.
' I
WORK TO BE DONE
THE GRADING \JORK SHALL CONSIST Of THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL F.ACILITIES, AND ·
PLANTING Of PERMANENT LANDSCAPING AND PREPARATION Of AS-BUfL T GRADING PLANS,
AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHO\JN OR REQU!RED ON THIS SET
Of PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING \JORK SHALL BE PERFORMED IN ACCORDANCE \JITH THE . FOLLO\JING
DOCUMENTS, CURRENT AT THE TIME Of CONSTRUCTION, AS DIRECTED BY · THE CITY
ENGINEER.
I. CARLSBAD MUNICIPAL CODE
2, CITY OF CARLSBAD STANDARDS
3, THIS SET Of PLANS
4, PLANNING COMMISSJ □N DETERM!NATJ□N <PCD 05-12>, RESOLUTION NO. 5941, DATED JULY 20, 2005
5. THE STANDARD SPEC!f!CATIONS FOR PUBLIC \JORKS CONSTRUCTJ □N <GREEN
BOOK>.
6. SOILS REPORT AND RECOMMENDAT!ONS BY \JESTERN SOIL AND FOUNDATJ □N ENGINEERING !NC.
DATED DECEMBER 31, 2003, PROJECT NO. 03-73
7. THE SAN DIEGO REGJ□NAL STANDARD DRA\JINGS AND AS MAY B~ MODIF!ED BY
THE CITY OF CARLSBAD STANDARDS,
8. CALIFORNIA STORM\JATER QUAL!TY ASSOCIATION, BEST MANAGEMENT PRACTICE CONSTRUCTION
HANDBOOK AND THE STATE Of CALIFORNIA, DEPARTMENT Of TRANSPORTATION CONSTRUCTION
SITE BEST MANAGEMENT PRACTICES <BMP) MANUAL
LEGEND
THE QUANTITIES LISTED BELO\/ ARE PROVIDED FOR REFERENCE □NL Y AND 00[$ NOT R[L![VE THE CONTRACTOR FROM
~~~~[l~~~~l)[l'[ND[NT ANALYSIS or THE QUANTITIES AND c□srs Ass□cIAT[D 111TH THE 1MP~□vEHENTS REQUIRED
DESCR!PTION D\JG,NO. SYMBOL
GRASS L!NED DITCH DETA!L 'A' ON SHEET 2
PERVI□US PAVEMENT, INTERLOCKING PAVING BR !CK ~™-f~J
PAVEMENT, 6' CONCRETE OVER 4' CLASS 2 OR AS SP(Cif!ED BY GEOTECHNICAL ENG!NEER ~7/Z ~
EXIST!NG CONTOURS
PROPOSED CONTOURS
DAY L!GHT UNE
GRAVEL BAGS (CHEVRON)
STABIL!ZED ACCESS
SILT FENCE
DETA!L 'M' ON SHEET 3
DETAIL 'N' ON SHEET 3
DETA!L 'R' ON SHEET 3
----(60) -------
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VICINITY MAP
NOT TO SCALE
QUANTITY
411 LF.
1323 S.F.
4322 S.F.
152 EACH
1 EACH
286 L.F.
2 EAC.H
Z 1':'At-1-i
3EAt..lJ
/lf.~L.F
WATER QUALITY CALCULATIONS
SOURCE OF TOPOGRAPHY
TOPO
AND
RCE,
TOPO
ACCU
GRAPHY SHO\JN ON THESE PLANS \JAS GENERATED BY FIELD
AERIAL SURVEY METHODS FROM INFORMATION GATHERED BY
INC. ON SEPTEMBER 2003
GRAPHY SHO\JN HEREON CONFORMS TO NATJ □NAL MAP
RACY STANDARDS.
JECT LOCATION PRO
THIS
APN•
THE
PROJECT IS LOCATED \JITHIN ASSESSORS PARCEL NUMBER•
156-180-35, -36
CALIFORN!A COORDINATE !NDEX OF THIS PROJECT IS•
N 36 2, E 1665
BEN CH MARK
RIPTr □N, CITY OF CARLSBAD CONTROL MONUMENT ltl22,
AS SHO\JN ON ROS 17271
DESC
LOCA
RECO
ELEV
TION• ~ CURB, CAili SBAD \Ill I AGE 081\1£. IL DE ~IG~I A~D D81llE
RDED1 "'f.VTI '.JU
ATJ □N• 127.190 DATUM• M.S.L
CARLSBAD MUNICIPAL WATER DISTRICT
UJ L 12-/2-~/07 • DAVlD A. HAUSER DATE
DEPUTY CITY ENGINEER R.C.E. 33081 EXP. 6/30/08
----~· ------·-···--
D PROPOSED IMPERVIOUS SURFACE AR[Ao 4322 S.f.
2) PRIJPDSED DISTURBED AR[Ao 31475 S.F. (~72 ACRE>
I ' Pax: (760} 439 2866
SHEET INDEX P~ING DEPARTMENT APPROVAL )/,, II ~~_/~JL T" 1 TITLE SH[[T, NOTES
2 GRAD!NG PLAN "f: A Z/Z4/10 3 ERDS!ON CONTROL PLAN AND DETAILS ~ DATE:3 /(;, /07
(SIGNED)
JJO,v Ne'.'U1PIANNING DIRECTOR -~XP. /'l.J5 ~ l I RCE DATE .~z:r .;z;:___ DATE:>/6/07
,
~~°h-(SIGNE0/4
RECO!IIIENDED BY: ~r'?""~//.-Nk</-.1 I, ho SU Si'1P PROJ£CT PR/Or?ITY: !1£D1Utf1 (PRlNT NAlU:j INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD ,sJ.,E6TS
ENGINEERING DEPARTMENT I --~ ~
GRADING PLANS FOR: •:lJ{
BUSBY PARCEL MAP
1212 OAK AVENUE
APPROVED .f)AVlf7~1)~ itj,o/•7 I A /"
z /.(i l , ~-T<IJ/J T
rpvr-f
" D I rny ENGINEER DE 330"-/ EXPIRES 6/30/08 DATE ,., z, lo / I 1 , .nn ,. • •-er Nu_A_ DWN BY: / PROJECT NO. DRAWING NO. OAT£ INITIAL OATf'. INITIAL DA TI". INITIAL CHKD BY, ' REVISION DESCRIPTION HS 04-01, PCD 05-02 438-6A ENGINEER Of WORK OTHER APPROVAL CITf APPROVAL RVWD BY: >'£1!; '· '
PLOT DATE: 9/10/06
'
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EX. BUILDING
PAR A
PM 3204
"
TRACT 115
MAP 1661
EX. HOUSE
4' HIGH
EX B"BLK
RETAINING
WALL
---- ---------------
20 0 20 ------------~=~--~· ~ Scnte, 1' = 20'
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iTRAgT l119
i MAP-... 1661
'-. : I I
I. WOOD\ I
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EX. nd.
--· ----------
EASEMENTS:
(II INDICATES EMERGENCY ACCESS EASEMENT TO
arv or CARI.SBAD PER PARC£L MAP NO. ___ _
pejl"A-16
[[I INDICATES COVENANT FOR EASEMENT FO~ DRAINAGE AND ACCESS
PURPOSES FOR PARCEL 1 & 4 OVER A
PORTION or PARC EL 3.
PCD 05-01 RECORDED 2007.
AS INSTRUMENT NO PR 06-65
[fl INDICATES COVENANT HlR EASEMENT FOR
PRIVA T£ SEMR AND DRAINAGE PURPOSES.
PCD 05-01 RECORD£D 2007.
AS INSTRUMENT NO. PR 06-01
AAvirre
(Q] INDICA T£S COVENANT FOR EASEMENT FO~ DRAINAGE AND ACCESS
PURPOSES FOR PARCEL 1 & J OVER A
PORTION Of PARCEL 4.
PCO 05-01 RECORD£D 2007.
AS INSTRUMENT NO PR 06-02
BE 'REMOVE\D)
GRADING PLAN
SCALE: 1 "=20'
NOTES
' -, \ -...... ·, -_._ --~-
. \
I\ ... \ ! 11 \
L. ---·
!\ l \ EX. HOUSE
I \ PM 10573
I \
'-.
'-.
'-.
'-.
'-.
\ . .. -· ·····-' \ ! PAR B
\ i
\ I EX. f' GARAGE ,,
! '\
\,
1) .AI.L P'>t DRAI~ PIPES SHIU CONFORl,I TO .!,Slll lill50 CELL CtASS 324420C (4' -10' DIA.) & JJ5420C (12"-15' p1A.l
"$URE-LOK F477 AS ~UfACl\JREO 8'f fWlCOR INC: MSHTO 1,1252, lYPE S (4'-101 ANO M!iHTO U294, Tl'PE S (12 -151
2) LENGTiiS Of ORAINAGE Pll'E ARE FROl,I C!JffER Of STR\JCTURE TO CENTER Of Sffi\lCl\JRE
3) CONTRACT DR TO VERIFY ffJRIZEINT AL AND VERTICAL LOCATION [f EXISTING UNDERGRIJ.JND
VATER, SEVER AND STOR!4 ORArNAGE SYSTEMS PRIOR TO TRrn:Hitli FDR NEV
CONNECTING FAC!lITIES. IN TI£ EVENT ACTUAL LOCATION VARIES SI~lf!CANTLY FRON Tfl.\T
SltlVN ON PLAN, Tl£ !:tli!NEER [f \JaRK SHALL BE t-lJTIFIEO PR!IlR TO PROCEEDING
VITH JNSTALLATIIJil. All EXIST, FACILITIES SHALL BE PR1lTECTED WRING CONSTRIXTlllll.
-.
(10,2ca)
GRASS OR TURF LINED
OPTION □VER LANDL□l(
TURF REINFORCEM£NT
..
(10, ca)
DETAIL: GRASS LINED DRAINAGE SWALE
N□ SCALE
NOTES•
I) PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL
2) FDR GRASS DR TURF OPTION, INSTALL LANDLOK
TRH 450 TURF REINFORCEMENT MAT.
CONSTRUCT/ON LEGEND
(D P£RVltlUS PAV£M£NT, INT£RUlCKING PAVING BRICK
@ PAVEMENT• 6' CONCRETE OVER 4' CLASS 2 □R AS SPECffIED BY GEOTECHNICAL ENGINEER
@ GRASS LINED DITCH PER DETAIL •A' ON SHEET 2
@ POURED IN PLACE CONCRETE \,/ALL (LESS THAN 3' HIGH)
@ TRENCH RESURfACING PER S.D.R.S.D. G-26 <TYPE A)
@ MODULAR RETAINING WALL <NOT T□ EXCEED 42' HEIGHT \,/!THIN fRONT YARD SETBACK>
(j) SIDEWALK UNDERDRAIN PER S.D.R.S.D. D-27 (MODIFIED FDR AC DIKE)
EXISTING FEATURE LEGEND
(D EXISTING BLOCK / BRICK RETAINING VALL T□ REMAIN
@ EXISTING RETAINING VALL TD BE REMOVED
0) EXISTING C!JNCR£TE STEPS TO BE RDt□VED
@ EXISTING 18' TREE T□ BE REMOVED
@ EXISTING ROCK VALL T□ REMAIN
@ EXISTING STEPS TD BE REMOVED AND NOT REPLACED
(!) EXISTING CONCRETE PORCH T□ B[ REMOVED
@ EXISTING GATE T□ BE REMOVED
@ PROPOSED BLOCK STEPS
SPECIAL NOTES
THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE
CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S
SIGNA11JRE ON THESE PLANS DOES NOT CONSTl11JTE APPROVAL OF
THESE SPECIAL NOTES ANO THE CITY WILL NOT BE RESPONSIBLE
FOR THEIR ENFORCEMENT.
1) NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE
SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN,
CONSTRUCT, AND MAINTAJN ALL SAFITf □[VICES, INCLUDING SHORING
AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY HEALTH STANDARDS, LAWS ANO
REGULATIONS.
2) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS ANO LOCATE
EXISTING UNDERGROUND FACILITIES SUFFICIENllY AHEAD OF CONSTRUCTION
TO PERMIT REVISIONS TO PLANS IF REVISION IS NECESSARY
BECAUSE Of NEW WORK.
J) CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN HEREON ANO Af.lY OTHER EXISTING
LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
4) CONTRACTOR SHALL NOTIFY SAN DIEGO GAS & ELECTRIC CO. PRIOR
TO STARTING WORK NEAR COMPANY FACILITIES ANO SHALL COORDINATE
HIS WORK WITH COMPANY REPRESENTATIVES.
5) CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE CO. PRIOR TO
STARTING WORK NEAR COMPAf.lY FACILITIES AND SHALL COORDINATE HIS
WORK NEAR COMPANY FACILITIES ANO SHALL COORDINATE HIS WORK
WITH COMPAf.lY REPRESENTATIVES.
6) CONTRACTOR SHALL NOTIFY THE ADELPHIA COMMUNICATIONS. PRIOR TO
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS
WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK
WITH COMPANY REPRESENTATIVES •
7) CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE ANO COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY Of ALL PERSONS
AND PROPERIY, ANO THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
ANO NOT BE LIMITED TO NORMAL WORKING HOURS, ANO THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS FROM Af.lY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
8) THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL
WATER UTILITIES AND STORM DRAINS ARE BUILT IN ACCOROAf.lCE WITH
THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR
FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION
BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT (760)
439-2802. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS
TO PROTECT Afff ADJACENT PROPERTY FROM HIS OPERATIONS BY
APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY DESILTING
BASIN, DIKES, SHORING, ETC.) UNTIL SUCH TIME THAT THE PROJECT
IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER,
AGENCY OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR
MAINTENANCE.
SYMBOL LEGEND
OFSCRiPJIQN SYMBOL
ELEVATION, TOP OF FOOTINu__ __ TF ELEVATION, TOP OF WALL ___ TW
ELEVATION, TOP OF CURB ___ TC
ELEVATION, TOP Of BERM ___ TB
ELEVATION, FINISH SURFACE ___ .FS
ELEVATION, FINISH GRADE ___ ~G
ELEVATION, TOP OF GRATE ___ TG
ELEVATION, HIGH POINT ____ HP
ELEVATION, LOW POINT ___ LP
ELEVATION, FLOW LINE ____ FL
ELEVATION, FlNISHED FlOOR ___ ff
EL[VATION, TOP Of STRUCTIJRE __ TOP
ELEVATION, INVERT ELEVATION -~IE
EL[VATION, EXISTING ___ (950.50)
ELEVATION, PROPOSED ___ 950.50
DETNL REFERENCE ~ETNL LABEL
\]j(;SHEET NO.
:~~tJIL T" /¼ ~ L{Lf)/,____b
P.E.nn_au_ EXP./7..} ·:JI/JI DATE I
,1/1 ljo
INSPECTOR DATE
>---+---+------------+----+----+---+---<~ CITY OF CARLSBAD I S!;IETS I L..1:_j ENGINEERING DEPARTMENT .:..,, :=:===='-====================::::'....'.:::===: 1-----1--+-----------------1---+---l----+--1 GRADING PLANS FOR:
BUSBY PARCEL MAP
t----+-----,f--------------+---+---+---+------1 1818 OAK AVENUE
PROJECT NO.
MS 04-01, PCD 05-02
ORA'MNG NO.
438-6A
[; ; ~
'.' -, I\) Ci)
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a.
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. /Ci PYIIL
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EX. BUllDING I I
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PAR A
PM 3204
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N 55"53'25" E 92.hs'. ,.,.,,___
·, ,,
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TRACT 115
MAP 1661
EX. HOUSE
N 55'58'41" E 140.99'
SYMBOL LEGEND
I oi \ :c
I "'. j€
·,
4' HIGtl
EX 6"lll.K
RETAINING
0
x w
WAU
i:j f'
I
l r-". . '-"', t
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ll:SCRIPTION SYMBOL
fU:VATION, TOP OF FOOTINu.-__ TF E.l,EVATION, TOP OF WALL ____ TW
EltVATll\14, WP Ot= CURB. --TC
ELEVATION, TOP OF BERM , "
ELEVATION, FINISH SURFACE __ _..s
ELEVATION, FINISH GRADE ____ FG
ELEVATION, TOP OF GRATE ____ TG
ELEVATION, HIGH POINT ---~ ,p
ELEVATION, LOW POINT LP
ELEVATION, FLOW LINE ---~L
ELEVATION, FINISHED FLQOR __ _.FF
ELEVATION, TOP OF STRUCTURE __ TOP
ELEVATION, INVERT ELEVATION __ IE
ELEVATION, EXISTING ____ (950.50)
ELEVATION, PROPOSED ___ 950.50
DETAIL REFERENCE ~ETAIL LABEL
~SHEET NO.
••
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CML ENGINEERlt+S • LAND PLANNING ~~ w11i erra Engineerina Inc.
1843 Campesino Pkice
Oceanside, CA 92054
ele: (760) 4:39-2802
Fax: (760) 4:39-2866
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EX 6' I-UGH WOOD I
IFEHCE l(To BE m.KMl,O) I
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TRA<;:T 119
MAP. 1661
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GENE BUSBY AT 760-845-2679.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL D.
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION Of TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFlED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE All. EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
EROSION CONTROL NOTES{continued)
3. FERTILIZER CONSISTING OF AMMONIUl,l PHOSPHATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYOROSEEDED SHALL BE PREPARED PRIOR TO HYOROSEEDING BY:
I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6:1
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEt.lS a OR b ABOVE.
2. CONDITlONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
o. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BvT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDt.lENTS, PH ADJUSTMENT, LEACHING OR
COV£R1NG SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
__ I I_ I --'---~
----S. THE CONTRACTOR SHALL INSTALL ADDmONAL EROSION CONTROL MEASURES AS MAY BE E
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR . HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
CONSTRUCTION LEGEND
@ :'II F£IO: PER IE/I. 'Ir <II fflf J
'Q_) (M(L 111G. la'tQ PER Ill/IL Y <II SlllT J-
~ <:I@ l1fD ~ PfR llTIIL Y <II SltIT 3
SEE EROSION CONTROL NOTES ON THIS SHEET
LEGEND
lt8M1111 Mfil)' 5)llQ
152fM:H Cl IC I )C('.:.t ti I I:>
sumn 286 LF.
20 0 20 40
Sc:o.te, !' = 20'
\
\ FD 3/4" IRON PIPE
', W,IPLUC LS 4611
PER CR 22982
,I~ !EX. HIGH
0
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\
\
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EX. HOUS£
\ PM \
\
10573
\ PAR B
EX. \
GAAN£
PARCEL B
\ FD. 2" IRON PIPE
, MK'D. "LS 4250
\ PER P.i,t 10573
EROSION CONTROL PLAN
SCALE: 1"=20'
GRAVEL BAGS_
i
/
_____ ,.,,,,
RUNOFF
GAP BEnlf:EN BAGS
ACTS AS SPILLWAY
7HREt LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
(l)GRAVEL BAG CHEVRON
NOT TO SCALE
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDmON.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT P£RIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLLISJON OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL Bf IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORlY
PERCENT (40:t). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
10. ALL GRAVEL BAGS SHALL BE BURLAP lYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERt.llNATION OF HYOROSEEDED SLOP£S FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA
TEMPORARY EROSION CONTROL
PLANTL.¥G AND IRRIGATION
All PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. AU. SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY AR£:
2.
o. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDmON IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:
2.
3.
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100:t COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEt.l OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100"
COVERAGE.
AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CllY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBt.llT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS.TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
HYOROSEEDING MIX SHALL CONSIST OF All OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
2.
o. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYOROSEEOED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a Of THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
1. All SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
ANO AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
TYPE 1 MULCH APPLIED AT THE ~.A.TE OF NO LESS THAN 2000 lbs PER ACRE.
lYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, All OR PART, FOR
HYDRAULICALLY APPLIED FlBER MATERIAL WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY i.lECHANICALLY PUNCHING NO LESS THAN 50:t OF
THE STRAW INTO THE SOIL.
I:, ....
i3
"'
1. SET POSTS AND [XCA VA TE A
4 BY 4 IN (10 f:IY 10 CM)
TRENCH UPSLOPE' FROM AND
AL ONG THE LINE OF POSTS.
J. ATTACH THE FILTER FA BRIC TO
TfJE l+!RE FENCE AND EXTEND J T
IN TO THE TRENCH
2. STAPLE WIRE FENCJNG TO
THE POSTS.
4. BACKnLL AND COl,/PACT THE
EXCAVA 1ED SOIL.
lp SILT FENCE
c:J!7 NOT 10 SCALE
SUPPLY ~ATER TD ~ASH
~HEELS IF NECESSARY
---, USE GRAVEL BAGS, STRA\I BALES
fJI OTHER Af'l'RllVED 11:TfODS
50' MIN
CIWll£LIZE RUl'CFF TO
BASIN AS REQUIRED CP£R
CASQA D\IG. t(). SE -3 fJI
OCEANSIDE D\IG. M-21).
3'-6' (50-751'11'1)
□URSE AGGREGATE
MIN, 12' THICK
~Cll!RIJGATED STEEL ~ l'ANELS
lE
"' -
ALL AREAS CT SlGH!fICANT VEHICLE TRAFFIC (SITE OORNCES,
ACCESS ROADS, PARK!lli L□T, ETC) Sllll.D Jl[ STABILIZED
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PRElL:~J(;'uN°(:_A~1UPERVISION OF,
-L~--'--i-~ ___ DATEJJ/_i!.Ufl 7
GARY L{PSKA RCE 23080 EXPIRES 12/31/0"1
HAS BUIL TH
P.E. __ _ EXP.____ DATE
REVIE~ED BY•
INSPECTOR DATE
1----11----+-----------t---+---t----t-----t I SHE3ET I CITY OF CARISBAD I SHE3ETS I ENGINEERING DEPARTMENT ::==:.::::========~===:
BENCH MARK
DESCRIPTION, CITY OF CARLSBAD CDNTR□L MONUMENT ll122,1-----l-----+----------------+---t---+---+----t
AS SH□lo'N ON ROS 17271
L□CA TI□N, N Cll!B CA/11 SAAD YII I Ni[ lE)YE \J [f H!r,tt AND lEIYE
EROSION COJffROL PLANS FOR:
BUSBY PARCEL JlAP
1212 OAK AVENUE
:::VED DAWH~R t..2/u:./07
ITY ENGINE PE 33081 EXPIRES 6 30 08 DA TE
RECORDED• NGVD 29 DA1£ INITIAL
REVISION DESCRIPTION
DATE INlllAL DA1£ INITIAL CHKD BY D'MII BY: J I PROJECT NO. I DRAMNG NO.
f-o-1HER-APPRDV~-AL--C1-TY-APPROV~-..... --1 RVYtf) B/ HS 04-111.; PCD 05-02 438-6A ELEVATION• 127.190 DATUM• M.SL ENQNEER C£ 110RK