HomeMy WebLinkAboutDWG 425-8A; PD 04-18; DIGIACOMO RESIDENCE - 3471 JEFFERSON ST; 01-03GRADING NOTES ·
(IN ADDITTON TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE
CARLSBAD MUNICIPAL CODE.)
I. /HIS PLAN SUPERSEDES ALL 0/HER PLANS PREVIOUst Y APPROVED BY /HE C1TY
OF CARLSBAD REGARDING GRADING SHO'M-1 ON /HIS SET OF PLANS.
2. APPROVAL OF /HIS PLAN DOES NOT LESSEN OR WAI\!£ ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVA4 CITY
STANDARDS OR 01HER ADDITTONAL DOCUMENTS LISTED HEREON AS /HEY MAY
PERTAIN TO /HIS PRO£CT. /HE ENGINEER IN RESPONSIBLE CHARGc SHALL
REVISE 1HESE PLANS M-iEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE /HE DEVELOPER OR ENGINEER-OF-
>'rORK FROM RESPONSIBILITY FOR /HE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL 8£ PROMPTL'f
SUBMITTED TO /HE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM /HE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN /HE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA Tl': OF INSURANCE MUST BE FILED NAMING /HE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON /HE PERMITTEE'S POLICY IN /HE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. /HE INSURANCE
COMPANY WRITING /HE POLICY MUST HAVE A RATING OF "A" ANO A SIZE
CATEGORY OF CLASS VAS ESTABLISHED BY "8ESTS" KEY RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF /HE UNIFORM 8UILDING COO£
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATI':
PERMITS FROM /HE 8UILOING DEPAR™ENT.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
/HE CITY ANO 0/HER APPROPRIA 1£ AGENCIES.
7. APPROVAL OF THESE PLANS BY /HE CITY ENGINEER DOES NOT AU/HORfZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL /HE PROPERTY O'M'/ER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO 1HESE PLANS Ill/HOUT THE WRITTEN APPROVAL
OF /HE CITY ENGINEER, NOTED 1\1/HIN 1HE REVISION BLOCK, ON /HE
APPROPRIATE SHEET OF /HE PLANS AND /HE TITLE SHEET.
9. ORIGINAL ORA WINGS SHALL BECOME /HE PROPERTY OF /HE CITY UPON BEING
SIGNED BY /HE CITY ENGINEER.
10. /HE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY /HE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF /HE WORK BY 1HE
CITY.
11. ACCESS FOR FIRE AND 0/HER EMERGENCY VEHICLES SHALL BE MAiNTAINED TO
/HE PROJE:CT S/1£ AT ALL TIMES DURING CONSTRUCTION.
12. M-iERE TRENCHES ARE 1\11HIN 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 /HE STA TE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN 1HE FIELD OF APPLIED SOILS
MECHANICS. 1HE SOILS REPORT WILL BE SUBMITTED TO 1HE CJ TY ENGINEERING
INSPECTOR 'M1HJN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDA nONs OUTLINED IN /HE SOILS REPORT IS REQUIRED
PRIOR TO /HE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER 1HE DIRECTION OF A PROFESSIONAL ENGINEER OF /HE
STA 1£ OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN 1HE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE 'MIH 1HE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND 1HE
• EARIHWORK SPECIF/CA T/ONS • ATTACHED TO /HE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SU8MITTED TO 1HE
PROJE:CT INSPECTOR.
14. A PRfCONSTRUCTION MEETING SHAl L Bf HELD AT 11-IE SITE PRIOR TO 11-IE
BEGINNING Of f\PRK ANO SHAii BF AT)[NDFD BY All RFPRFSFNTAD\f:S
RESPONSIBLE FOR CONSTRUCT/ON. INSPECTION, SUPERVISION, TESTING AND ALL
011-/ER ASP[C75 OF THE v.QRK. /HE CONTRACTOR SHALL SCHEDULE /HE MEETING
1HROUGH JHE PERMIT Ct.ERK ( 438-3&"1 ) AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. 1HE GRADING PERMIT WILL BE PROVIDED BY
/HE PROJECT INSPECTOR AT 1HE MEETING.
15. ALL INSPECTION REQUESTS Qlliffi /HAN FOR PRECONSTRUCTION MEETING WII I Bf
MADE RY CAIi /NG IHE'. FNGIN[[RING 24 HOUR INSPECTION RfQUEST I/NF AT
(619) 438 J891, INSPfCTION RfQUEST MUST B£ RECEl\,fD PRIOR TO 2: 00 P.M,
ON /HE DAY 8EFORE 1HE INSPECTION IS NEEDED. INSPECTIONS WILL 8E MADE
1HE NEXT WORK DAY UNLESS YOU REQUEST 01HERWISE. REQUESTS MADE AFTER
2: 00 P.M. W1LL 8E SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. /HE O'M'IER AND/OR APPLICANT 1HROUGH 1HE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL 8E SOI.ELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA Tl': AND FEDERAL SAFETY AND HEAL 1H STANDARDS. LAWS AND REGULATIONS.
17. 1HE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO /HE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
JHE DESIGN OF SHORING, BRACING SLOPING OR 01HER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM 1HE HAZARD OF, CAVING GROUND DURING 1HE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING 1HE PIPE INSTALLATION
/HEREIN. /HIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEP1H AND APPROVED BY 1HE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVAUON, If THE PLAN VAR{[S [ROM THE SHORING SYS[[M
STANDARDS ESTABLISHED BY /HE CONSTRUCTION SAFETY ORDERS. TITLE 8
CALIFORNIA ADMINISTRA TI\IE CODE, )HE Pl,AN SHALL BE PREPARED BY A
REGISTERED ENGiNEER AT /HE CONTRACTORS EXPENS£ A COPY OF JHE OSHA
EXCAVATION PERMIT MUST BE SU8MITTED TO 1HE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM 1HE CITY OF CARLSBAD. SUBMfT APPL/CATION FOR BLASTING
PERMIT \.\£LL IN ADVANCE OF /HE SCHEDULING OF BLASTING OPERA T/ONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WI/HIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WIL!, CEASE fMMEOIA TEL Y. AND /HE
PERMIT/EE WILL NOTIFY /HE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL 1HE PERMITTEE HAS RECEIVED WRITTEN AU/HOR/TY FROM /HE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON JHE SITI': OR ADJACENT /HERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EAR1HMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY 01HER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO /HE PERIOD 8ETWEEN 7:00 A.M. AND
SUNSET EACH DAY, MONDAY 1HRU FRIDAY AND NO EAR1HMOVING OR GRADING
OPERATIONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-S/Tf HAUL ROUTES SHALL BE SUBMITTED BY 1HE CONTRACTOR TO 1HE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL 8E OBTAINED FROM, AND WAS/£ MATERIAL SHALL 8E
DEPOSITED AT, A S/Tf APPROVED BY /HE CITY ENGINEER. Tl-IE; CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 1HE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF 1HE GRADING OPERATION.
2J. BRUSH SHALL BE REMOVED ONLY 1\11HIN 1HE AREA TO 8£ GRADED. NO TREES ARE
TO 8E REMOVED UNLESS SPECIF/CALLY NO TED ON 1HE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN 1HE PONDING OF
WATER IS NOT PERMITTED. ALL EAR/HEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
25. 1HESE PLANS ARE: SU8JE:CT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANSt EROSION CONTROL SHALL BE AS SHO'M-1 AND AS APPROVED BY
1HE CITY ENGINEER OR AS DIRECTED BY 1HE PROJE:CT INSPECTOR. • 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. 1H£ S1Tf SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR 01HER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A S/Tf APPROVED OF BY 1HE CITY ENGINEER.
27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED
1\11HIN TEN (10) DAYS OF /HE TIME M-iEN EACH SLOPE IS BROUGHT TO GRADE
AS SHO'M-1 ON 1HE,APPROVED GRADING PLANS.
28. LANDSCAPING SHALt BE ACCOMPLISI-IED O,'I ALL SLOPES ANO PADS AS REQUIRED
BY 1HE CITY OF CARLSBAD LANDSCAPE: MANUAL, 71,r LA:Jjt/SOl:t'ii,B F'tAJ,S FOi!
ROS Pf/OJEGf, DRAWING NO. N.A. , AND/OR AS DIRECTED BY 1HE CITY
ENGINEER OR PLANNING DIRECTOR.
29. 1HE O'M'IER/APPLJCANT SHALL INSURE 1HA T ALL CONTRACTORS SHALL COORDINA Tl':
/HE WORK OF 1HESE GRADING PLANS Wl1H 1HAT SHO'M'I ON B01H 1HE LANDSCAPE
AND IRRIGATION PLANS AND /HE IMPROVEMENT PLANS AS REQIJIRED FOR /HIS
WORK IN ACCORDANCE Wl1H 1HE LANDSCAPE MANUAL TIME REQUIREMENTS.
O:\Dwai2\CLSB-GP.DWQ 12/12.jg4
30. STORM DRAIN PfPE SHALL BE REINFORCED CONCRETE PIPE WI/H A MINIMUM
D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY 8E
UTILIZED PROVIDED DEP1H IS LE:SS 1HAN 15 FEET AND BACKFILLED 'M1H J/4"
ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS AS™ STANDARD JOJ4 FOR
SOR 35 SOLID WALL PIPE.
JI. M-iERE AN EXISTING PIPE UNE JS TO BE ABANDONED AS A RESULT OF 1HE
GRADING OPERATION, IT SHALL BE REMOVED WI/HIN T>\l::NTY FEET OF BUILDING
OR STREET AREAS AND REPLACED v,1/H PROPERLY COMPACTED SOILS. IN 01HER
AREAS /HE PIPE WILL BE PLUGGED f\11H CONCRETE OR REMOVED AS APPROVED BY
1HE CITY ENGINEER.
32. 1HE CONTRACTOR SHALL VERIFY /HE LOCATION OF ALL EXISTING FACfLJTIES
( ABOVE GROUND AND UNDER GROUND) 1\11HIN THE PROJECT S/Tf SUFFICIENTLY
AHEAD OF GRADING TO PERMIT /HE REVISION OF JHE GRADING PLANS IF rT IS
FOUND 1HAT 1HE ACTUAL LOCA noNS ARE IN CONFLICT 1\1)}/ )}If PROPOSED
WORK.
JJ. /HE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR /HEIR
FACILITIES AND SHALL COORDINATE 1HE WORK Wl1H A COMPANY REPRESENTATIVE.
UNDERGROUND SERVIC£ ALERT t-800-422-4133
~K (~~~
.'51!.C (:Te;LEP1\ot,11e.) ('1"'1)489-3441
APE.LP~ iACABLEVISJON (1(.,/))438-5241
CITY OF CARLSBAD(STREETS & STORM DRAIN) {7(,(J)4J4-2980
'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (1r.c]438-JJ67
'SAN DIEGU/TO WATER DISTRICT (1r,0)75J-1145
"I.EUCADIA COUNTY WATER DISTRICT (11,,1))753-0155
"VALLEC/TOS WATER DISTRJCT (7r,c)744-0460
WVENHAIN WATER DISTRICT (7G,iJ)753-5465
'BUENA SAN/TA TION DISTRICT (11,())565-5657
'AS APPROPl?IA Tl':
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADIN -1HE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL 1HE WORK IN PROGRESS {11.06.17D(B)}
CARLSBAD MUNICIPAL COOE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -1HE FOLLOWING
REPORTS MUST BE SUBMITTED TO 1HE CITY ENGINEER \1A 17-iE
PROJECT INSPECTOR [11.06.190(8)/ CARLS8AD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGA T/ON ARE INSTALLED IN CONFORMANCE Wl1H CITY
CODE AND /HE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY (NG/NEERING DEPAR™ENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, M-i/CH INCLUDES
RECOMMENDED SOIL BEARING CAPACITTES. A STATEMENT AS TO
1HE EXPANSIVE QUALITY OF 1HE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY 1£STS. /HE REPORT SHALL ALSO
INCLUDE A STATEMENT BY 1HE SOILS ENGINEER 1HAT 1HE
GRADING WAS DONE IN ACCORDANCE 1\1/H 1HE REQUIREMENTS AND
RECOMMENDATIONS OU11JNED IN /HE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMtN TS 1HERETO.
(4) REPORT 'M1H AS-8UILT GEOLOGIC PLAN, IF REQUIRED BY /HE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJE:CT IS ISSUED WI/HIN ONE (1)
YEAR AFTER /HE CITY ENGINEER'S APPROVAL, 7HESE PLANS MAY 8E REQUIRED
TO 8E RESU8M/1 TED FOR PLANCHECK. PLANCHECK FITS WILL BE REQUIRED FOR
ANY SUCH RECHECK. p~E.L\MINAR'/ <,E.OTE.Ct\NiCM., E.\1/>,LU/\ilDN
36. 1HE SOILS REPORT TITLED ¥111 :JE,l'fe.R~DN w.o. 4405-P,·SC. ,
PREPARED BY GE.OS0ILS INC• DAl£D
_____ .,,J_,,O,,Lc.1':/---2"1_,2®1,, SHALL BE CONSIDERED AS A PART OF /HIS
GRADING PLAN. ALL GRADING SHALL 8E DONE IN ACCORDANCE Wl1H /HE
RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM 1HE ENGINEER OF WORK FOR /HIS PROJE:CT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER 1HE DESIGN OF 1HE PROJECT AS DEFINED
IN SECTION 6703 OF 1HE BUSINESS AND PROFESSIONS CODE, AND /HAT 1HE DESJGN IS
CONSISTENT f\1/H CURRENT STANDARDS.
I UNDERSTAND /HAT /HE CHECK OF PROJE:CT DRAWINGS AND SPECIFICATIONS
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK,
RESPONSIBIU TIES FOR PROJE:CT DESIGN.
FIRM: 1\\e '5~A l3R1Gf\l' COMl'AN'-/
ADDRESS: <\ 3 2 Z SE.&. IQRI G 1-11' p ~AC.6'.
CITY, STA TE: CAR.L'S lb"'-0 1 CA. ~2.00'6
1£LEPHONE: _'1...,lcc.::0=----'1_,_.,Z,,..,0<--.....:O=0")-'-=B'--____ _
BY: 'l,01?,1=-R• O· :$1.ll<.IJP DATE: 10\Z"\O'l
(NAME OF ENGINEER)
R.C.E. NO.: 2So0'2.
REGIsTRA noN EXPrRA TION oA 1£: ___,:o'"\""2,""ll,._,o..,r.,"'-----
SOILS ENGINEER'S CERTIFICATE
BY 1HE
OF MY
I, ~1!) c,J, ~\q;.Ll1 . A REGISTERED CIVIL
ENGINEER OF THE STA ff OF CALIFORNIA, PR/NC/PALLY 00/NG BUSINESS
IN THE FIELD OF APPLIED SOILS MECHANfCS, HEREBY CERTIFY THAT A
SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT W,TH/N THIS
Sil£ WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF \N.Q 4':IOS•A·Y j'J..!. 'l , too4 AND \/J.o. 'i'\O:S-AI-~ i;.i,,._, \\ ?.CiQ5... . . TWO
COPIES OF THE 1s0/LS REPORT COMP/LEO FROII THIS 'sruDY, 111TH MY
RECOMMENOATIONS, HAS BEEN SUBMITff~O THE OFFICE OF THE CITY
ENGINEER. ~
.,-:;;.::::=::~;:::-.:::::: SIGNED: _--=:.---='-=----"--=~--'---t>~"-"-'=~'------
• EC, , 1./f'llJ 1-(f W. $~..t PE NO.. __ _:_:___ ______ _
tto. ra 47SS1
Exp.ji./05
CNt\.
· o. AT£: '1-/J'-I /zocr; ·
LICENSE EXP/RA TIQN DA TE:
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRAOING ACTIVITY ANO ON THE COMPACTION AND STABILITY OF
THIS SITE. I
C
DAE
VICINITY
CITY Of' OCEANSIDE
HIGHWAY 78
MAP
NOT TO SCAlE
CITY OF VISTA
~<:) ,$'
CITY OF R◊~o ,_.---\Lt SAN MARCOS
V
AVE
CITY Of' ENCINITAS
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON 1HESE PLANS WAS GENERATED BY FIEL.D
,oPO ME/HODS FROM INFORM A noN GATHERED ON QC-TCBESB
-~ BY CN:i~ON LN,ID ;s\JR\le'I 1NG.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
/HIS PROJECT IS LOCATED 1\11HJN ASSESSORS PARCEL NUMBER(S)
294-111-0~
/HE CALIFORNIA COORDINA Tl': INDEX OF 1HIS PROJE:CT IS: N _________ f _________ _
BENCH MARK
O[SCRIPTION: ::.?1K~ IN l'.\'.j\ l2Co 2S1
LOCATION: Se COIi.HE.it 01'-'G.\.JII'' t f,\,',t,\SON
RECORDED:_~~~---------~~---ELEVATION: S2A45 DATUM: \1:SC.¼G.
EARTHWORK gUANTITIES
CUT: .<J z. CY
FILL: Lj 2, * CY
IMPORT: CY
EXPORT: CY
REMEDIAL: 205 CY
II SHOULD (,0 /1,JTO
o~.:11,e~c. SH~I\JKAGE'.
/j\
DATE INITIAL
ENGINEER OF W<JRK REVISION DESCRIPTION
WORK TO BE DONE
1HE GRADING WORK SHALL CONSIST OF /HE CONSTRUCTION OF ALL CUTS ANO FILLS,
REMEOfAL GRADING, DRAINAGE FACfLfT/ES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND 1HE Cf TY STANDARDS, SP[CIFICA TIONS, R[QUIREM[NTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PlANS.
1H[ GRADING WORK SHALL BE PERFORMED IN ACCORDANCE W/1H 1HE FOLLOWING
DOCUMENTS, CURRENT AT THE T'ME OF CONSTRUCTION, AS DIRECTED 8Y /HE CITY
ENGINEER.
1. CARLS8AD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. n-us SET OF PLAN$
4. RESOLUTION NO. N.A, DATED N.A.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN
BOOK).
6. SOILS REPORT AND .R[COMMENDATJONS BY G8)S{)JL5, INC, _
w~ 490:5·4:"£ OATfD .:JUL'{ ':'.),2004, W w.0.4-10~-AI-SCj o,d-ed rd,,u""1 ll,l.c!
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY
TT-IE CITY or CARLSBAD STANDARDS.
8. CAL.ll'Oi<,l\lll. l>iOi<,t".11JA1'<,R. QIJAl lT'f ASSOC I ll,'1 i0\'l, S,Oli:11\\).IA,ic~ l!,es'I l'\NGktS'i
PRAC"(\C~ COfl:i,1;:0<:,\Dfl rlAAO~ooK ,\>!D,P.I:. 'l!,A,IG 01' C~l-ll'OR"IIA OEPA10ME.ITT
c11= .~Al<SPOl{iAilO),l, coNs,RUCTloi-1 ~ .. e: lie.ST MANAG,E.l'IE.t,ff PRAC11CE.s
('31'\ P)MAH \JAL.
LEGEND
DESCRIPTION DWG.NO. SYMBOL QUANTITY
~ii~~s;U,c/',._, &, ~\~ t
No. C028302
ExP-J \:,1\o'il.
GIV\\. ~Cl 0FCJc1-
.
.JCI.\N /l... l)\C,\,\C.OM<:J
\J(,, PHCe:BG 'STRE.~1'
E.NCINliAS, CA. "2-02.4
SIB-0◊1-0:,558
1'HE. SEA Ei\<.IGcl'i Cot--lPAN'/
4'3Zl-'S~A 'cR.\GH'T PL-Ac~
CAR\, S'o/\P I CA O)Zooe,
Pl\ I r;f>-,'I, '7bO~,zo-o <!lB
'o'i . -A~~.Lf">l,_. _s.1:::~¥:::__-
RO'oE R1 O. SUKU'P
SOIL'S Et-I GIJ\l8ER·. Gt::O:SCJILS JNC
5141 '?AL.l'/lE.R. WA'/
C/\R.LSBAD, CA oizooe
10O-4:.B-1.ISS
'2.04-111-o"J-oo
LO, ?."l Al-ID ~C>, l?,l-QCK 44, CARl-Sl!,1\0
TO'Nt-1~1,,;:;, Ct,'/ OF Cl,RLS1?.1'D, ?E.R.
['J\A? I'\' 5-~S. RE:eoROE.I) tA,A'{, 2, IS&&
~NING DEPARTMENT APPROVAL 11 AS BUIL T11
-Y1w DATE:2/22,jxs 1?~0-~~ 1,/4)07 (SIGNED) A.:.ri,.+,.,n-
ll!GIIASr~.JIOI,;;~ PWINING DIRECTOR RCF2330l.. nJM8 DATE
CA.t.w.. . vel!, f rm_.
. '
DATE:.2.pal/os {SIGNED) P~~EDd/4-
RECOIIIIB!IDED BY: Oiri s Se'lf.fon 2. Is-/, !I
~NSPE~ {PRINT NAIii) DATE
I SHIEET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
GRADING Alsl\) E.ROl:i\CN CC~1RO\... PLANS FOR
D \ G 1/.\C..Olv\O RG.'5 I OE MCt:.
?411 :JSrFE. R '501'1 ~iRl::.E. i
APPROVED LL0'/O ~-\-\\J?.,P-,S .ii' -~ -a vn · ·,, w...,,b'os
CITY ENGINEER-PE i,3~\J~ EXPIRES 12131\05 DATE
OWN BY: 40.s.
I
PROJECT NO. I DRAWING NO DATE INITIAL DATE INITIAL CHKD BY: JU:Z:--?Do4-IB OTHER APPROVAL CITY APPROVAL RVWD BY: I I f?, 425-BA
\:IH•
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PRO'/ )De S1'RAW
WAOOLI'.. AlONG W.
ANO Rl;10R.N ';>1 Al.ONG
1:':ACI-\ '5\0l: t
X 55 . .)5
CL
X 58.34 GRND
....___ WI-Ir~ PlCKE1 F~MC.~ ('3'1")
1~~ 5 Toe.){ Ill 1,'E. ?:. 150 GRA\JG-\..
l':.AvS FCllt use. ~'3. N~~f.)61)
'NO PAj_K\N(;
JN A~\J'..'{"-Sl1<,N
\
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C'
r
E:.Y-ISill'lG S
aocl'-. WALL
NOTt;.: SA\Je. ALL
Tll.e.E:. <;:; \F PO'SSl'l)L~
GRAPHIC SCALE
( llf FEET )
1 Inch • 10 ft.
~8.5J RN
DATE INITIAL
ENGINEER OF WORK
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~DEPARTMENT APPR "AS BUil T"
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7 I
RE\llEY,t:D~ (
:i./rl,,.-RBCO ED BY: a&
/ (PBINT 111111) -----..___ INSPECTOR DATE I SH;ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
GRADING ANO c:.'il.OSI0N C0N.•\t0I.. PL/\t-lS i=o~
D !GIACOMO ~!::~\I) EZNCE:
~'l I ::SE'fFE.R 50N 'Sl'RE.E.1
APPROVED Li..o'I o I?,. 1~y 'o~l oy H. ~ t; ~~ ~~~c.. _-..rµ CITY ENGl~-PE2:ie-EXPIRES rz.t:;1 \o5' DATE--
rem a,: · PROJECT NO. DRAWING NO. DATE INITIAL DAl£ INITIAL CHKD BY: Jt~ ?D cA-\S 425-'oA REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL RVWD BY: ,JL,l, .
EROSION CONTROL NOTES
I. IN CASE EMERGENC'r' WORK 1$ REQUIRED.CONTACT CJO\\I,\ O\GIACoMC>
e,\ e, · '=,O\ • ~5 5e, (PHONE NUMBER)
AT
2. EQUIPMENT AND WORKERS FOR EMERGENC'r' V.VRK SHALL BE MADE AVAILABLE AT ALL
TIMES OUR/NG THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT ~ONVENIENT LOCATIONS TO PAC/LITA TE RAPID
CONS1RUCTION OF' TEMPORAR'r' DEVICES WHEN RAIN IS EMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITT--IOUT THE APPROVAL
OP THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICE$ TO WORKING ORDER
TO THE SA TISPACTION OP TT-IE CIT'r' ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINPALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CON1ROL MEASURES AS MAY BE
REQUIRED BY TT-IE CIT'r' ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES 'M-/ICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSAR'r' PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS COND!T10N.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
B. GRADED AREAS AROUND TH£ PROJECT PERIMETER MUST DRAIN AWA 'r' FROM THE PACE OP
SLOPE AT THE CONCLUSION OF' EACH WORKING DAY.
9. ALL REMOVABLE PROTECT1VE OE:VICES SHOWN SHALL BE IN PLACE AT THE END OP EACH
WORKING DAY WHEN TT-IE F/\1£ (5) DA 'r' RAIN PROBABILIT'r' FORECAST EXCEEDS PORT'r'
PE:RCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRA V£L BAGS SHALL BE BURLAP T'r'PE WITH J/4 INCH MINIMUM AGGREGRA TE.
11. SHOULD GE:RMINA TION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOl/f:MBER 15, TT-IE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH Sf:CTION J5.02J OF
8.
C.
D.
E.
THE EROSION AND SEDIMENT CON1ROL HANDBOOK OF THE DEPAR7MENT OF CONSERVATION,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORAR'r' EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A. HYDROSEEOING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERT1CAL) OR STEEPER
WHEN THE'r' ARE:
a. lHREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF /HE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION DR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF RWGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREA T10N DIRECTOR AS HIGHLY
VISIBLE TO Tl-IE PUBLIC.
c. HA V£ ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
TI-IAT WARRANTS IMMEDIATE TREA7MENT.
HYDROSfEOEO AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA: . .
I. ALL SLOPES Tl-IA T ARE GRADED 6: I OR STEEPER AND 1HA T ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HANO
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENT10NAL SYSTEM
OF LOW PRECIPITA T10N SPRINKLER HEADS PROVIDING 100,C COVERAGE.
b. GREATER THAN B FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COV£RAGE.
2. AREAS SLOPED LESS 1HAN 6: 1 SHALL BE !RR/GA TEO AS APPROVED BY 1HE CIT'r'
ENGINEER, PRIOR TO HYOROSEEDING. Tl-IE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE /RR/GA TION TO Tl-IE Cl TY ENGINEER. /HE
PROPOSAL SHALL BE SPECIFIC REGARDING 1HE NUMBERS, TYPES ANO COSTS OF
THE ELEMENTS OF 1HE PROPOSED SYSTEM.
J. /RR/GA TION SHALL MAINTAIN Tl-IE MOISTURE LEVEL OF 1HE SOIL AT Tl-IE
OPTIMUM LEl/f:L FOR THE GROWTH OF 1HE HYDROSEEDED GROWTI-I.
HYDROSEEOJNG MIX SHALL CONSIST OF ALL OF Tl-IE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
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 MILLEFOLIA
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPAOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECT10N MAY BE OMITTED ON
LOCATIONS WHERE Tl-IE AREA BEING HYDROSEEDED rs NOT VISIBLE FROM
EITI-IER A PUBLIC S1REET OR RESIDEN11AL STRUCTURES.
h. ITEM a OF TH/$ SUBSECTION MUST BE /NOCULA TED 14,!TH A NITROGEN
FIXING BACTERIA AND APPLIED ORY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO Tl-IE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
ANO AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETT1NG AGENTS MAY BE ADDEO TO Tl-IE HYDROSEED
SLURRY AT THE DISCRETION OF' Tl-IE CONTRACTOR.
2. TYPE I MULCH APPLIED AT THE RA TE OF' NO LESS TI-IAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN S1RA W IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALL 'r' PUNCHING NO LESS THAN 50% OF
THE S1RAW INTO Tl-IE SOIL.
J. FERTILIZER CONSIST1NG OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, 14,JJH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
I. RWGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINAT10N OF:
a. TRACK WALKING SLOPES STEEPER /HAN 6: 1
b. HARROWING AREAS 6: I OR FLATTER THAT ARE SUFFICJEN Tl.. Y FRIABLE.
c. RIPPING AREAS 1HAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT 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 OP SOIL AMENDMENTS, PH AOJUSTT.IENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYOROSEEDEO AREA$ SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROW1H UNTIL
TT-IE PROJECT 1$ PERMANENTLY LANDSCAPED OR, FOR AREAS WI-IERE HYDROSEEOING IS
TT-IE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS
RELEASED.
12 94
SD'MiN.
PUBLIC RIGHT -
OF-NAY
8" MIN. ~i
PROf7L[
EXISTING GROUND PUBL!C ,R/GH T-OF -WAY
I
14'M/N.
PLAN
PROV/OE APPROPR/1\ TE TRANS/ TION
BETWEEN STABILIZED CONS/f/UC//ON
ENTRANCE ANO PUBL!C R/GHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
,LOW--►
4" V[RT!CM FACE
[MB~DOING OET/\IL
l,NCHOR/NG OETA/1
~ DRAINAGE AREA LESS T/iAN 1 ACRE
STRAW BALE DIKE
1. SET POSTS ANO EXCAVATE A
4 BY 4 IN (10 8Y 70 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
J. ATTACH TH[ FIL T[R FABRIC TO
Tl/[ WIRE FENCE AND EXTEND IT
/.'I TO TH£ TRENCH.
2. STAPLE WIRE FENCING ;o
TH[ POSTS.
4. BACKFILL ANO COMPACT THE
EXCAVA ffD SOIL.
SILT FENCE
9 lN.
FILL SLOPE
MIN.
2 FT
EAR THE.N RJOGf
UNLINED SWALE & BERM
--MR[ SCREEN
FIL TE.~ED 'NA T[R
GRA V[L FILTER-
---------
-
DROP INL[T
WITH GRATE
~-coNC,?[T[ OLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
ORQP iNLET
WITH C,'RA.T[
COMPACTED SOIL
TO PREV['VT PIPING
2X5 STRUT(S1
RUNOFF WA T[R
WI 11.i SW1ME 'VT
STAKED
STRAN BALE
•
2X6 STRUT(S)
FIL/ERED
WA T[R
STRAW SALES
STAKED W/;/-i TWO
srAKES Pt.~ BALE
[NO ANO 510[
OVERLAP AT
CO.~NERS UI Ill 7)}:.
-...-::_.....--
~□~::
2X6 STRUT(S)
REQUIRED WHEN
NOTED CN PLANS
HAY BALE SILT BARRIER
GRA V[L BAGS OVERLAP
ONTO CURB
____________ .,. _____ .,,,. ____ .,,,.
RUNOFF
GAP BETVIEEN SAGS
ACTS AS SPILLWAY
J FT (0.9 M) MIN.
THRFE LAYERS OF GRAVE'L BAGS
MTH ENDS OVERLAPPED
GRAVEL BAGS
0
0
4"-6" LOGS
0
0
0
78"
I
24''
LOG CHECK DAM
~
A
A B
'
--,. • ll=lll=llt::::111=11 ::::::':ll'-
POINTS A SHOU/0 BE 1-i/GHER friAN POINT 8
HAY BALE CHECK DAM
6 IN (15 CM)
\ r
24 1N (61 CM)
(A)
COA.RS[ AGGR[~GRA T£ _ --r-
'lOW ----241N(61CM;
0 j
(B)
L~DISTANC[ SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVA T/ON
GRAVEL CHECK DAM
DATE INITIAL
ENGINEER OF WORK REVISIO"J DESCRIPTION
LEGEND
DESCRIPTION
STABILIZED CONSTRUCTION ENTRANCE
STRAW BALE DIKE
SILT FENCE
UNLINED SWALE & BERM
D-75 LINED SWALE
BLOCK-SCREEN-GRAVEL SILT BASIN
HAY BALE SILT BARRIER
LIMITS OF CLEARING & GRADING
GRAVEL BAGS
PUNCHED STRAW
LOG CHECK DAM
HAY BALE CHECK DAM
GRAVEL CHECK DAM
RIPRAP
QUANTITY SYMBOL
---------------· ------
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ll]4)07
~cE z.a3ot EXP, 3 31 oa DA'E
DATE I\JlTIAL DA TE INITIAL
OTHER APPROVAL C!TY APPROV/1.L
BY
% .z../s-1,,r
Dl'\TE
SHlU CITY OF CAl~LSBAD I SHE_3ETS I
3 E.NGINEERING DEPARTME~T
IGKADING, ANO cROS\ON CONi'~OL PL.ANS Fo'R.
Pl GIACO r-<\O l<E'.51 PE.NC~
34'11 :TEFF8.i<.SON SfRE-E.T
DWN 3Y: r,.o. s.
lcH~D BY: Jl~
1 RVWD 3Y: 7ll"';f!..-----
PROJECT NO.
PD 04-1~
DRAWING NO.
42S-8A
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