HomeMy WebLinkAboutDWG 443-1A; PD 06-07; ZONARAS RESIDENCE; 01-03GRADING NOTES
(IN ADDlnON TO THE REQUIREMENTS OF CHAPTER 15.18 OF THE
CARLSBAD MUNICIPAL CODE.)
1. 7HIS PLAN SUPERSEDES ALL 01HE:R PLANS PREVIOUSI. Y APPROVED BY 7HE: CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF 7HIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL COD£, RE:SOLU110N OF COND/110NAL APPROVAL, CITY
STANDARDS OR 07HER ADD/110NAL DOCUMENTS LJSTED HEREON AS THEY MAY
PERTAIN 10 7HIS PROJECT. 1HE: ENGINEER IN RE:SPONS/81.£ CHARGE: SHALL
RE:VISE THESE PLANS l'IHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOCS NOT RE1.JE:VE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RE:SPONSIBILJTY FOR THE CORR£C110N OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUC110N. ALL PLAN REVISIONS SHALL BE PROMPJL Y
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER MfLL BE REQUIRED FOR ANY
WORK IN THE PUB/JC RIGHT OF WAY. PRIOR 10 PERMIT ISSUANCE, A
CERnFICA TE OF INSURANCE: MUST BE FILED NAMING 7HE CITY OF CARLSBAD AS
AN ADD/110NAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF UABIUTY.
P Y 'ltR/11 P Y MU T ~~~ N
CA .L.lll:..l<l,.l!, V
RAilNG GUIDE.
5. UNLESS EXEMPTE:D BY SEC110N 301.(b)5 OF 7HE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBtlC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM 7HE: BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UN11L ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY AND 07HE:R APPROPRIATE AGENCIEs.
7. APPROVAL OF THESE PLANS BY 1HE CITY ENGINEER DOES NOT AU7HORIZE ANY
WORK OR GRADING TO BE PERFORMED UN11L THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VAUD GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS llfLJ. BE MADE ro 1HESE PLANS WITHOUT 7HE: v.RITTEN APPROVAL
OF 7HE: CITY ENGINEER, NOTED WITHIN THE RE:VISION BLOCK, ON THE
APPROPRIATE SHEET OF THE: PLANS AND THE 111LE SHEET.
9. ORIGINAL DRAWINGS SHALL BfCOME 7HE: PROPERTY OF 7HE: CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDl110NS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF 7HE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL 11MES DURING CONSTRUC110N.
12. ltHERE TRENCHES ARE: WITHIN CITY EASEMENTS. A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORA10RY IW>RK SHEETS AND (C) COMPACTION
CURVES. SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 7HE FIELD OF APPUED SOILS
MECHANICS. 7HE: SOILS REPORT IIILL BE SUBMITTE:D 10 THE CITY ENGINEERING
INSPEC10R WITHIN TWO WORKING DA l'S OF 7HE COMPL£110N OF FIELD TES7S.
13. A SOILS COMPAC110N REPORT AND COMPUANCE VER/FICA 110N REGARDING
ADHERENCE 10 RECOMMENDATIONS OUJL/Nro IN THE SOILS REPORT IS REQUIRED
PRIOR TO 7HE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIREC170N OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CAUFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPUED
SOILS MECHANICS. ALL FILL OR FU7URE FILL AREAS SHALL BE CONSTRUCTE:D IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICA110NS AND THE
• EARTHWORK SPE:CIFICA TIONS • ATTACHED TO THE: PREUMINARY SOILS
INVE.S11GA TION. DAILY FIELD COMPAC110N REPORTS IIILL BE SUBMITTE:D TO THE
PROJECT INSPECTOR.
14. A PRECONSIRUCUON MEETING SHALL BE HEl Q AT THE S11E PRIOR TO THE
BFGJMNINI/ Of lffiRK AND Sf/Al/ BE A UfNl>fQ RY All flfPRESfNTA TIVfS
RESPONSIBLE: Wr= CONSTRUC110N. INSPE:C11~ SUPERVISION. TESTING AND ALL QTHE'R ASPFC _ ()F THF WORK 1HE: CONTRAC SHALL SCHE:DULE THE: MEETING
THROUGH THE: PERMIT CLERK ( (760) 438-3891 ) AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAlt!NGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. 7HE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE: MEETING.
15. ALL INSPfCUON REQI.J£STS QIHE11 THAN EQR PRECQNS71?UCTIQH MEETING lttl / BE
MAQE RY CA/ IING THE fNGINffRING 24:-HQIIR !NSPECUON RfQl./fST IINf AT
(76Ql 438-3891 INSPECTION REQ/,/fST MUST BE RECEIVffi PRIOR TO 2: OQ P,M.
ON TH£ DAY BEFOR£ TH£ INSP£C170N IS NffDED. INSPECTIONS llfLJ. BE MADE
THE NE:XT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL IW>RK DAYS LATER.
18. THE OWNER AND/OR APPLICANT 'THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DE:SIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOl£L Y RESPONSIBLE FOR CONFORMING TO ALL LOCAi.,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND RE:GULA110NS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE: SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOllfNG
7HE: DESIGN Of' SHORING, BRACING SI.DP/NG OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTEC110N FROM 1HE: HAZARD OF CAVING GROUND DURING THE
EXCAVA170N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
7HEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR 10 EXCAVATION IF THE PLAN VARIES FROM THE SHORING SY$IDI g,i~Yi fDL~flrcJJt t9f'5If,'fll(\AuWW ~ 11llt ~
REGISTERED ENGINITR AT 1HE CQN]RACTQRS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE: INSPECTOR PRIOR TO EXCAVA110N.
18. NO BLAS11NG SHALL BE PERfORMED UNTIL A VAUD BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCATION FOR BLASTING
PERMIT KELL IN ADVANCE OF THE SCHEDULJNG OF BLAS11NG OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 'MTHIN ANY WORK AREA
DURING CONSTRUC110N, OP£RA 1/0NS IMlL CEASE 11,tf,IEDIA IELY. AND THE
PERMITTEE WILL N011FY 7HE: CITY ENGINEER. OPERA 110NS WILL NOT RESTART
UN11L 7HE: PERMITTEE HAS RECEIVED 'ltRITTEN AUTHORITY FROM 7HE CITY
ENG/NE:ER 10 DO SO.
20. ALL OPERA 110NS CONDUCTED ON THE SITE OR ADJACENT THERE:TO, INCLUDING
WARMING UP, REPAIR, ARRIVAi.., DEPARTURE OR OPERA 110N OF TRUCKS.
EARTHMOVING EQUIPMENT, CONS7RUCTION EQUIPMENT AND ANY OTHE:R ASSOC/A TED
GRADING EQUIPMENT SHALL BE UM/TED 10 THE PERIOD BET'ttHN 7:00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERA 110NS SHALL BE CONDUCTED ON WE:EKENDS OR HOUDA l'S. ( A UST OF CITY
HOUDA YS IS AVAILABLE AT THE ENGINE:ERJNG DEPARTMENT COUNTER.)
21. ALL OFf-SrTE; HAUL ROUTES SHALL BE SVfJM!TIEQ BY THE CQN]RACTOR 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
DEPOSITE:D AT, A SITE APPROVED BY THE CITY E:NGINEER. THE CQN11?ACTOR
SHALL BE RESPQNS,6! f FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
RQUI£S OR ADJACENT STREEJS AS A RESULT Of TH£ GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY IIITHIN 7HE: ARE:A TO BE GRADED. NO TREE:S ARE
TO BE: REMOVED UNLESS SPECIF/CALLY NOTED ON THE: PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESUL 11NG IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SI.OPE.
25. THE:SE 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 ENGINE:ER OR AS DIRE:CTED BY THE: PROJECT INSPECTOR.
26. ALL SI.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 7HE CITY ENGINEER.
27. ALL SI.OPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME ltHEN ~ SI.OPE IS BROUGHT 10 GRADE
AS SHOWN ON THE: APPROVED GRADING PLANS.
\\SERVER\SC2004\3040\TITLE.._06-12-06
28. LANDSCAPING SHALL BE ACCOMPUSHED ON ALL SI.OPES AND PADS AS REQUIRED
BY THE: CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. NIA • AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE: OWNER/ APPUCANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE: WORK OF THESE GRADING PLANS WITH 7HAT SHOWN ON BOTH THE LANDSCAPE
AND IRRIGA 1/0N PLANS AND THE IMPROVEMENT PLANS AS RE:QUIRED FOR THIS
WORK IN ACCORDANCE: 111TH THE: LANDSCAPE: MANUAL TIME REQUIREMENTS.
JO. S10RM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE 111TH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP 10 15" PVC MAY BE
UTIUZED PROVIDED DEPTH. IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4"
ROCK PER SDRSD S-4 TYPE: •c• AND PIPE ME:ETS ASTM STANDARD JOJ4 FOR
SDR JS SOUD WALL PIPE. .
JI. WHE:RE AN EXISTING PIPE UNE JS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERA 110N, IT SHALL BE REMOVED IIITHIN Tl't£NTY FEET OF BUILDING
OR STREET AREAS AND REPLACED 111TH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE: PIPE IIILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
J2. THE: CONTRAC10R SHALL VERIFY THE LOCATION OF ALL E:XISTING FACIUTIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUffiCIENJL Y
AHEAD OF GRADING TO PE:RMIT THE: REVISION OF 7HE GRADING PLANS IF IT IS
FOUND 7HAT THE AC7UAL LOCATIONS ARE IN CONFLJCT WITH THE PROPOSED
WORK.
33. THE CONTRAC10R SHALL NOTIFY AFFECTED UTIUTY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DA l'S PRIOR TO STAR11NG GRADING NEAR THEIR
FACIU11ES AND SHALL COORDINATE THE WORK W/7H A COMPANY REPRESENTA11VE.
UNDERGROUND SERVICE ALERT (BOO) 422-41JJ
SDG&E {800) 660-7343
SBC (800) 892-0123
ADELPHIA CABLEVISION ~781438-7741 CITY OF CARLSBAD(STREETS & STORM DRAIN) 760 434-2980
*CITY OF CARLSBAi)(SEll£R, WATER & RECLAIMED WATER) 760 4JB-2722
*SAN DIEGUITO WA7ER DISTRICT 760 6JJ-2650
*LEUCADIA WASJ'E WATER DISTRICT f 760~ 753-0155 *VALLECITOS WATER DISTRICT 760 744-0460
*OUVENHAIN WATER DISTRICT 760 753-6466
*BUENA SAN/TA TION DISTRICT (760) 726-1340
*AS APPROPRJA TE
J4. PERMIT COMPUANCE REQUIREMENTS:
A. FOR CONIBQI / fQ GRtHJ'j -THE APPUCANT HIRES A CIVIL ENGINEER.
SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL ADVICE;
OBSERVE AND CONTROL THE WORK IN PROGRESS /15.16.120.A.8/
CARLSBAD MUNICIPAL CODE.
8. PR/QR JP FINAL APPROVAL Of A GRADING PERMIT -THE FOLLOMfNG
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPE:CTOR /15.18.120.A.9 &: 10} CARLSBAD MUNICIPAL CODE:
(I) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL. SI.OPE PLANTING
AND /RR/GA 7JON ARE: INSTALLED IN CONFORMANCE: 111TH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPUANCE
LETTER FROM CITY ENGINEERING Dtf> ARTMENT).
(2) AS-BU/LT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINE:ER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES. A STA TE:MENT AS TO
THE EXPANSIVE QUAUTY OF 7HE: SOIL. AND SUMMARIES OF
FIELD AND LABORATORY TES7S. THE REPORT SHALL ALSO
/NCWDE A STATEMENT BY THE SOILS ENGINEER THAT 7HE:
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUJLINED IN THE: PREUMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT 1117H AS-BUILT GEOLOGIC PLAN, IF RE:QUIRED BY 7HE
CITY.
J5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL. THESE PLANS MAY BE REQUIRED
TO BE RESUBM/TTE:D FOR PLANCHECK. PLANCHECK FEES IIILL BE REQUIRED FOR
ANY SUCH RECHECK.
J6. THE SOILS REPORT TIJLED; ZONARAS SLOP£ [A/LURE REPORT
PREPARED BY NINYO & MF • DATED
2/28(2005 • SHAil CONSIDERED AS A PART OF THIS GRADING PLAN.
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH 7HE: RECOMME:NDA TIONS AND
SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT.
37. v.HffiCHAIR RAMPS SHALL BE: INSTALLED PER REQUIREMENTS OF 111LE 24. CALIFORNIA
AD/,1/N/STRA TIVE CODE.
JB. ALL SURVEY MONUMENTS AND POINTS THAT ARE: DIS1URBED BY THIS WORK, SHALL
BE RESTATED, PERPE7UATE:D, AND DOCUMENTED PER THE PROFESSIONAL LAND
SURVEYOR'S ACT.
SOILS ENGINEER'S CERTIFICATE
I, S. 11e.hdi S. Sher,'.,-\-• A REGISTERED CIVIL
ENGINE:ER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A
SAMPLJNG AND S7UDY OF THE: SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BE:TWEEN THE DA TES OF , 20 AND ______ .......2.0 • TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS S7UDY, W/71-1 MY
RECOMMENDA nONs, HAS BEEN SUBMI TO 71-/E: OFFICE_. OF THE CITY
ENG/NE:E:R. j'-linvo ~ ik.x><>e, rep.,rf ~-t,....,._., F«l>. ~,~~ ;.1..ri.l--¥_J~f-&'A
G~.id<M, rl->f\ ~ .. 1/.u.J ki~r~.,,:!. st 2, ~
✓ SJGNE:D: .
P.E. NO.:
LICENSE EXP/RATION DA TE:
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR 7HIS PROJECT, 7HA T I
HA VE EXERCISED RESPONSIBI..E CHARGE: OVER THE DESIGN OF THE PROJECT AS DE:FINro
IN SE:C110N 6703 OF 7HE BUSINESS AND PROFESSIONS CODE:, AND THAT THE DESIGN IS
CONSISTFNT 111TH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF1CA110NS BY THE
CITY OF CARLSBAD DOES NOT RELJEVE ME:, AS ENGINEER OF WORK, OF MY
RE:SPONSIBJUTIES FOR PROJECT DE:SIGN.
FIRM: THE SEA BRIGHT COMPANY
ADDRESS: 4322 SEA BRIGHT PLACE
CITY. STA TE: CARI ')RAO. CA 92008
TELEPHONE: ...(1§()) Z2il=QfJ!J.B
BY: ROBERT)), ~:re;J;:;%,~-DATE: 06-12-2006
R.C.E. NO.:-Z8Jll..,-.2 ___________ _
REGISTRA 110N EXP/RA 110N DA TE:~OJ=/.-3~1 li-D=B ____ _
~ a
i 1---.--~:::.DAl~SY=---....
VICINITY MAP
NO SCALE
THOMAS BROS. PAGE 1127 B-6
VICINITY MAP
CITY OF OCEANSIDE
HIGHWAY 7B
WAY :i:
LILY
PL
m
NOT TO SCALE
,R~
SITE
PROJECT ALGA
CITY OF ~ SAN MARCOS
LOCATION ---.-14....,_ V ~
~
PACIFlC
OCEAN
AVE
!
CITY OF ENCINITAS
OWNER'S CERTIFICATE
~
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINE:E:R OR
GEOLOGIST HAS BEEN OR WILL BE: RETAINED TO SUPERVISE: OVER-ALL
GRADING ACTIVITY AND ADVISE ON 71-IE: COMPACTION AND STABILITY OF
THIS SIT£.
GE ZONARAS
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENE:RA TED
FROM AS-BUILT ROUGH GRADING PLANS ON FILE O THE
CITY OF CARLSBAD.
PROJECT LOCATION
DAT£
THIS PROJE:CT IS LOCATED MfTHIN ASSESSORS PARCE:L NUMBER(S)
214-422-25
THE CALIFORNIA COORD/NA TE INDE:X OF THIS PROJECT IS: N JJ8 E: __ ~16=7~7 _____ _
BENCH MARK
DESCRIPTION: STD. U.S.C.&G.S. BRASS DISC. & CONC. MON.
LOCATION: 50' EAST OF A.L&S,F, R.R. TRACK. MILE POST 232;
2.7 un FS SOUTHEAST OF CARLSBAD
RECORDED FROM: COUNTY BENCH LEVEL NO. K-0131
ELEVATION: 47.415 DATIJM: U.S.C.&:G.S. M.S.L.
DATE
OWNER:
GEORGE ZONARAS
7214 WISTERIA WAY
CARLSBAD, CA 92009
(760) 4J8-B920
ADDRESS:
7214 WISTERIA WAY
CARLSBAD, CA 92009
APN:
214-422-25
LEGAL DESCRIPTION:
LOT 174 OF CARLSBAD TRACT 73-39
(SPINNAKER HILL) UNIT 3, IN THE
CITY OF CARLSBAD, COUNlY OF SAN
DIEGO, STATE OF CALIFORNIA. PER
MAP NO. 8453.
ENGINEER NOTES:
BEARINGS AND DISTANCES SHOWN HEREON
ARE DERIVED FROM RECORD INFORMATION
PER MAP NO. 8453 AND IS NOT THE RESULT
OF A PRECISE BOUNDARY SURVEY.
PREPARED BY:
THE SEA BRIGHT COMPANY
4322 SEA BRIGHT PLACE
CARLSBAD, CA 92008
PH/FAX (760) 720-0098
BY:~ ~we/
ROB RTO.SUKUP RCE 2B31
SOILS ENGINEER:
(INITIAL REPORT)
NINYO & MOORE
5710 RUFFIN ROAD
SAN DIEGO, CA 92123
PH (85B) 576-1000
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUC710N OF ALL CUTS AND FILLS.
REMEDIAL GRADING, DRAINAGE FACIUnES, EROSION CONTROL FACILJTIE5, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS.
AS-BUILT GEOLOGIC MAPS AND REPORTS. ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS. SPECIF/CATIONS. REQUIREMENTS, RESOLU110NS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE 111TH THE: FOLLOWING
DOCUMENTS. CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENG/NE:ER.
1. CARLSBAD MUNICIPAL CODE:
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. N/A DA TED ____ _
5. THE STANDARD SPECIF/CA 110NS FOR PUB/JC llfflli'5 CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDA110NS BY NINYO &: MOORE DATED 02/28/2005
& VINJE & MIQDl,ETON £NG. DA TED 06/13/2006
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALJFORNIA COASTAL COMMISSION DE:VELOPMENT PERMIT CONDITIONS DATED_JU..!1..-______ _
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED ~N..,/.=A~----
10. S10RM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY ___ N.,.(. .... A.__ __ DATED ______ IIDID NO. ____ _
11. STORM WATER MANAGEMENT PLAN (SWMP) PREPARED BY ____ __,,~-----DATED _____ _
12. 7HE CALIFORNIA STORM WATER QUAUTY ASSOC/A 110N (CASQUA), STORM WATER BfST
MANAGEMENT PRACTICE; CONSTRUCTION HANDBOOK AND STAT/: OF CAUFORNIA, DEPT. OF
TRANSPORTATION, CONSTRUCTION SITE BfST MANAGEME:NT PRAC11CES (BMP) MANUAL.
LEGEND
DESCRIPTION DWG.NO.
3" DRAIN OR 4" DRAIN
DRAIN BOX -' " X -, • BY N.D.S. OR EQUAL
C ~ "' u-/ 0' t.:=,._,,"' 0 \ t_C-. )
REFERENCE DRAWING:
DWG NO. 185-9, SHEET 6
EARTHWORK QUANTITIES
CUT: 225 CY
FILL: 225 CY
IMPORT: J!J CY
E:XPORT: J!J CY
REMEDIAL: J!J CY
SYMBOL
□
•
QUANTITY
1"?.5 LF.
s EA.
I f:.A
SOILS ENGINEER: P~~G~EPARTMENT APPROVAL UAS BUIL T0
(CONSTRUCTION SUPERVISION)
1?~0-~ 1[31/0? ~ id nm:t5/Zff;& VINJE & MIDDLETON ENGINEERING (SIIINIII)
2450 VINYARD AVE.. SUITE 102 DON Neu I Ass-;,; P1AN11111G D1111Cn1R
ESCONDIDO, CA 92029 :;:,-2 /7 ---:-:~ ---;7 ~ RCE i~3()2. ~XP. 3 31 08 DATE
(760) 743-1214 · <.:.,...-~,.£ __/-"~--om:6' /7!/t1&
REV~~D,u, (IIIIIDI!) ' , . R_r;-I r ,· , V< -s/u/oz IIICOIIIIINDD BY: 1-7 · qory /7. I 1.£ i!f ..__ -INSPECTci ___ .., (l'lmlT _, DATE
I SHiET I CITY OF CARLSBAD I SH3TS I ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR:
ZONARAS RESIDENCE
SLOPE FAILURE REPAIR
APPRO~D: .c190NRAD C. HAMMANN ,
12V < .tf ' 11.Ctf :S:!'0$1 tf'Jt' b ?,:,/0,t, 9/z..a/t¾
CITY ENGINEER PE 33069 EXP. 06, 30/D8 bATE
/1\. PROJECT NO. INITIAL DATE INITIAL DATE INlllAL
ENGINEER Of" WORK REVISION DESCRIPTION OlHER APPROVAL ClY APPROVAL
DWN BY: I
CHKD BY:~
RVWD BY: PD 06-07
I DRAWING NO.
443....:1A
091406
'
\\SERVER\SC2004\3040\GPLAN_06-12-06
•
d .
-• &, ' 0
,-~ 4· 4 4 ~
' . -
-~~~Ns;~ ;' _ i ~ 4•1}1 Pt.~ • ro ,.,t" ' ,J•
'
d . -<l
d
A =03' 33' 4 7"
R=530.00'
L•32.96'
.-., 4
'
s
NOTE:
KEEP STREET CLEAN
AT ALL TIMES.
N
SCALE 1"=10'
/i\
DAlE INITIAL
ENGINEER Of WORK
DRAIN TO __ ,..
STREET
,., 4'
-186.5
7' -I
1.75'±-..
@203.5 ~
3.25"± ---..._
5'
3'
4'
3' BENCH CUT INTO
FIRM MATERIAL -
MAY VAfN IN FIELD
4'
__ --EXISTING
• WOOD FENCE
(PROTECT IN PLACE)
/-205.6±
·--1.25'±
~-BAcl<DRAll-.l
@ l':1?,0 t
'•BACKDRAIN (4•' SDf 35 w/¾ "~oC.I( WRAPP!'oD WITH\
@ 1885 \_ l"IIR/\Fl \40tJ Fll-tE.R rASR.\G ')
(°T'fP.)
SLOPE REPAIR X-SECTION
1" = 4' H&V
SECTION A-A
4~W'4{f..( 0. S/ifd~~ lf~ ~~ HAS BUIL TN ,"t; ~ ~\
M!!i · \:\\I, tf~ :DL 1<--~ ~ tr; ~ i/31Jo1 ,;._ '" , ,,,,, '
\ No GJK,dO[ ~
'~-13105 '-~t£~l_) ~~-tP !;'41,,:;j j ~ I ;
~ Ci\;\\., ~~ Rcr26302, EXP.3/3I)08 DATE (§ !)r" \ ;fh -----'iif:i~,/~ f~~0 -REVIE\JED BY14i
-'~~ ~-s/ 2-1 /,, 7 \ -~ INSPECT□~ DATE
I SH2ET I CITY OF CARLSBAD I SH3TS I ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR:
ZONARAS RESIDENCE
SLOPE FAILURE REPAIR
rr~O"B'~ ~AD _C.: ~AMMANN ~~a/at
CITY ENGINEER PE 33069 EXP. 06/30/08 7oAi'E
DAlE INlllAL DAlE INlllAI. OWN BY: PROJECT NO.
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CHKD BY: ,JvP RVWD BY: vP I PD 06-07
I ORA WING NO.
443-1A
091406
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GEORGE ZONARAS AT (760) 438-8920
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
71MES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCA710NS TO FACILITATE RAPID
CONSTRUC710N OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SA71SFACTION OF THE CITY ENGINEF:R AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDl710NAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA 710NS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS£.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU710NS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTEC71VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY 'M-IEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSE£DED SLOPES FAIL TO PROWDE EFF£C71VE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH S7RAW INSTALLED IN ACCORDANCE WITH SEC710N 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARJMENT OF CON5£RVA710N,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLAN71NG AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CA 710NS AND THE FOLLOWING:
A. HYDROSEF:DING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. 1HRff FEET OR MORE IN HfJGHT AND ADJACENT TO A PUBLIC WALL OR
S7REET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONS7RUC710N OR GENERAL
LANDSCAPING) W/71-IIN 60 DAYS OF ROUGH GRADING.
b. IDEN71FIED BY THE PARKS AND RECREA710N DIRECTOR AS HIGHLY
WSIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
C.
D.
1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:
a. THRE:f: TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITA710N SPRINKLER HEADS PROWDING 100% COVERAGE.
b. GREATER THAN B FEET IN HEIGHT SHALL BE WATERED BY A CONVEN710N-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROWDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROWDE /RR/GA 710N TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF 1HE HYDROSEEDED GROWTH.
HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SffD MIX SHALL CONSIST OF NO LESS THAN:
a. 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, ANO f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDEN71AL STRUCTURES.
h. ITEM a OF THIS SUBSEC710N MUST BE INOCULATED WITH A Nl7ROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARJMENT OF FOOD
AND AGRICULTURE CER11FICA710N TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WEmNG AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRE710N OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MA7ERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONS/S71NG OF AMMONIUM PHOSPHA7E SULFA7E, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSrrD/NG BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES S7EEPER THAN 6: 1
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. COND/710NING 1HE SOILS SO THAT IT IS SUITABLE FOR PLAN71NG BY:
a. ADJUS71NG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSJMENT, LEACHING OR
COVERING SALINE SOILS TO PROWDED WABLE CONDITIONS FOR GROWTH.
E. HYDROSEEDE:D AREAS SHALL BE MAINTAINED TO PROWDE A WGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UN71L Tl-IE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
\\SERVER\SC2004\3040\EPLAN_06-12-06
PUBUC RIGHT-
OF-WAY
8" MIN.
PROFll,E
EXISTING GROUND PUBLIC RIGHT-OF-WAY
_J_
14'MIN.
T EJ.N1
PROVIDE APPROPRIA 7E TRANS/710N
BETWEEN STABIUZED CONSTRUC710N
ENTRANCE AND PUBUC RIGHT-OF-
WAY
STABIIJZED CONSTRUCTION ENTRANCE
Fl.OW ----
" '--4" \IER11CAL FACE
FMRfQQING DETAIL
ANGLE FIRST STAKE TOWARD
PREWOUSI. Y LAID BALE ---~
Fl.OW -----t.,.► ~~;;=~ WIRE OR N't1..0N ::: BOUND BALES
PLACcD ON 71-IE
CONTOUR
--2 RE-BARS,S1E£L PICKETS,OR
----2"X 2• STAKES 1 1/2' TO
2' IN GROUND
ANCHORING DETAIL
" DRAINAGE AREA LESS THAN 1 ACRE
STRAW BALE DIKE
I. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE UNE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
71-IE IWRE FENCE AND EXIDID IT
INTO THE TRENCH.
2. STAPLE IWRE FENCING TO
THE POSTS.
::::_;;!!;,,..4 IN (10 CM)
4. BACKFILL AND COMPACT 71-IE
EXCAVA1ED SOIL
SILT FENCE
9 IN. EARTHEN RIDGE
FILL SI.OPE
2 FT
UNUNED SWALE & BERM
SEDIMENT
~ llfRE SCREEN I r FILTERED WA1ER ,
•
~DROP INLET
WITH GRATE
~-CONCRETE BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
DROP INLET
llf71-/ GRATE
STRAW BALES
STAKED ltlTH TIM'.)
STAKES PER BALE
COMPAC1ED SOIL
TO PREVENT PIPING
2X6 STRUT(S)
RUNOFF WA 71::R
WITH SEDIMENT
END AND SIDf
OVERLAP AT
CORNERS
HAY BALE SILT BARRIER
GRAVEL BAGS OVERLAP
ONTO CURB \I
STAKED
STRAW BALE
•
2X6 STRUT(S)
FILTERED
WA1ER
3 FT (0.9 M) MIN.
RUNOFF / /
/
GAP BETWEEN BAGS
ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS
llf71-/ ENDS OVERLAPPED
GRAVEL BAGS
LOG CHECK DAM
A
POINTS A SHOUW BE HIGHER 71-IAN POINT B
HAY BALE CHECK DAM
6 IN (15 CM)
24 IN (61 CM)
l
COARSE AGGREGRA TE
MW ~,m)•cwJ
0 ' (B)
L=DISTANCE SUCH 71-IA T POINTS
A AND B ARE OF EQUAL ELEVATION
•~B ~~I~
GRAVEL CHECK DAM
'" DAlE INITIAL DAlE INITIAL
ENGINEER ~ WORK REVISION DESCRIPTION OlHER APPROVAL
LEGEND
DESCRIPTION QUANTITY SYMBOL
STABIUZED CONSTRUCTION ENTRANCE
STRAW BALE DIKE
SILT FENCE
-------------. ---. -------.
UNLINED SWALE & BERM _ __,_ ----
D-75 lJNED 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
20 EA.
\ J / 'JI
STRAW WADDLE . . . ··•---
HAS BUIL TH
-r~irl, ... L. ('; <:: -' 1131)07 K .ro.J.. \. J ;)"»)1 \ (L-
RCE Zv30Z EXP. 3 31 l08 DATE
REVIEI.IED BY• /.
-z./u/o7 c"'.~~-J~ --
INSPECTOR DATE
I SH3I CITY OF CARLSBAD I 51i3ETS I ENGINEERING DEPARTMENT
EROSION CONTROL DETAIL PLAN FOR:
ZONARAS RESIDENCE
SLOPE FAILURE REPAIR
APPROVED: ~AD C. HAMMANN S /z s /tJ,: BY 0-1 -
CITY ENGINEER PE 33069 EXP. 06/30/08 DATE
OWN BY: I I ORA WING NO. DAlE INITIAL CHKD BY· 5:ifY) PROJECT NO.
CITY APPROVAL PD 06-07 RVWD BY: ( 443-1A