HomeMy WebLinkAboutDWG 449-7A; PD 07-02; KAWANO RESIDENCE; 01-03GRADING NOTES
(IN ADDITION TO THE REQUIR[MENTS OF CHAPTE:R 15.16 OF THE
CARLSBAD MUNICIPAL CODE.) ·
1. THIS PLAN SUPERSEDES ALL OTI-IER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON Tl-I/$ SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDl1/0NAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE 1HESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMl~IONS
DISCOVERED DURING CONS7RUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER K<ILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE ALEO NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTIT'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING TH[ POLICY MUST HA VE A RA TING OF "A-" OR BET1£R
AN/2 A S1ZEJ;AT£GORY OF CLASS V OR BETTER AS ESTABLJSHED BY "BES7S' KEY
RA77NG GV!Dl:.
5. UNLfSS EX[MPTED BY S£CTION J01.(b)5 OF THE UNIFORM BUILDING CODE,
R[TAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE $£PARA TE
P[RMITS FROM 11-IE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY AND '.!Tl/ER APPROPRIATE AGENCICS.
7. AF PROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEFN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
d. ; "l /,_ \,-le NS K<ILL BE MADE TO THESE p, ANS WITHOUT 1H1:. WRITTEN APPROVAL
v,: /'HI: CITY ENGINEER, NOTm K<ITHIN THE REVISION BLOCK, ON THE
Af PROPRIA r: SHI :T OF THc PLAN~' AND THE nTLE SHEET.
9. ORIGINAL DRA WING'i SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER. ·
10. THE ORIGINAi. DRAK<ING SHALL BE REVISED TO REFLECT AS-BUILT COND/110NS
BY THE ENGINEER-OF-WORK PRIOR TO RNAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACt;;ESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
TH.:: PROJECT SITE AT ALL TIMES DURING C,ONSTRUCTION.
12. WHERE 7RENCI'[$ ARE K<ITHIN CITY EASEMENTS. A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL a~· .'"IJBMIT1£D BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PRING/PALLY DOING BUS/NfSS IN THE FIELD ar· APPLJED SOILS
MECHANICS. Tri£ SOILS REPORT WILL BE SUBMITTED TO THE CITY ENG/NEERJNG
INSPECTCJP WITHIN TWO W"l?KfNG DAYS OF THE COMPLETTON OF AELD TESTS.
13. A S IL$ COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT JS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CON .?OLLED GRADING
SHALL 8£ DONE UNDER THE DIRECTION OF A PROFESSION 1.1. .:NG/NEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLJED
SOILS ME:CHANICS. ALL RLL OR FUTURE RLL ARE:AS SHALL BE CONS7RUCTED IN
ACC01?DANCE K<ITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
" £Ar/Tl/WORK SPECIACA TIONS " ATTACHED TO THC: PREUMINARY $OILS
INVEST/';,.. 7fJN. DA1LY FIELD COMPACTION REPORTS K<ILL BE SUBMITTED TO 1HE
PRO,JEt,T INSPECTOR.
14. A PflECQNSJPILCilQll MEETING Sf/ALL BE Hf1 P AT TH£ S/1E PRIOR TO TH£
BF'G/NN/NG Of WQRK AND SHAU BE ATTENDED BY All REPRE;SENTATIVES
RESPONSIBLE FOR CONS7RUCTION, INSPECTTON, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CON fr/ACTOR SHALL REQUEST A PRECONSTRUCTION
MEETING BY CALLING THE INSPECTION UN£ AT (160) 438-3891 AT Lt.AST RVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTO:, WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND 71ME FOR m,:
PRECONSTRUCT!ON MEETING. APPROk.1) DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADIN:3 PERMIT K<ILL 8£ PROVIDED BY THE PROJECT INSPfCTOR
AT THE MEETING.
15. All INSPt:CTIQN REQ(J[STS OMR THAN FOR PRECONSTRUCJJON Mff77NG W I BF
MAQF ·1( CAt UNG THE ENGINffR/NG 24-HOIIR INSPEC11QN REOIJF:ST llNE AT
(lJKJ). 438 3891, INSPECTION REQUEST MUST BF RECEIVED PRIOR TO 2· 00 .E.M.
ON -1..:f DAY BEFvRE TH£ INSPECTION IS NEEDED. INSPECTIONS K<ILL BE MADE
THE N£XT WORK DAY UNLE:SS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 i'.M. K<ILL BE SC11£DULED FOR TWO FULL WORK DAYS LA IER.
1 i. THE OWNER !ND/OR APPLICANT TrlROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONS7RUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
S:10RING, AN'.! SHALL fl£ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
'3TATE AND FED~1V. sA:ETY AND ri"ALTH STANDAR/JS, LAWS AND REGULATTONS.
17. THE CONTRACTOR SHAL1• CONFORM ro LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DcSIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF W1 RKER PROTECTION r'R:JM ,Hi: HAZAkD OF CAVING GROUND DURING THE
,CAVATION OF SUCH 7RENC''/ OR 1RENC,HES OR DURING 11/E PIPE INSTALLATION
Tr/>:RFIN. THIS PLAN MUS I BE PR£, 'ARED FOR ALL 7RENCHES RV£ FEET ( 5') OR
MOrlt' IN DEPTH AND APPROVED 'lY THE CITY ENGINEER AND/'JR CONCERNED
AGt1/1'Y PRIOR ,o EXCAVATION. IF 7HE PLAN VARIES FROM THE SHORING SYSTEM
STAN '',,/[!;, ESTABLISHED BY THE CONSTRUCITON SAFETY ORDERS, lln,E 8
(:A'.:•c.~ 4DIAINISTRATIVE i.,vDE TH£ PLAN SHALL BE PREPARED BY A
I r/;ISTEREQ ENGINEER AT 7HE CON7RACTORS EXPENSE A COPY OF THE OSHA
"XCAVA TION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO ZXCAVI TION.
1 .. NO ,TING SHALL ~E PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM Tri£ CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BL 4$TING
PERMIT WELL IN Al, 'IANCE Of TH[ SCHEOUL/NG OF BLASTING OPERATIONS.
19. Ir ANY·AR<;HAEOLOGICAl RE~VURCES AR£ DISCOVERED WITHIN ANY WORK AREA
D' !RING, CON."TRUCTION, OPERATIONS \\ILL CEASE /f,4MEDIA TE.1.1. ANO THE
?ERMITKI: WILL NOTIFY THE CITY ENGINEER. OPERATIONS K<ILL NOT RESTART
UNTIL 1:1£ PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CIIY
,N.'INFc., TO DO $0.
20. AL'. Or:RA TIONS CONDUCTED, ON THE SITE OR ADJACENT THERETO, INCLUDING
Wi .. !MING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION or TRUCKS,
EAR fHMOVING EQUIPMENT, CONS7RUCTION EQUIPMENT AND ANY 0711!:.R ASSOC/A TED
GRADING EQUIPMCNT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO fARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOUDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE H. UL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
C'ITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
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, DRAK<ING NO. 449-7A , AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA TION PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH 11/E LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE K<ITH A MINIMUM
D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED K<ITH 3/4"
ROCK PER SDRSD S-4 TYPE "c' AND PIPE MEETS ASTM STANDARD 3034 FOR
SDR J5 SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE LIN£ IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED K<ITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE K<ILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF 11/E GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT K<ITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTTNG GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK K<ITH A COMPANY REPRESENTATIVE.
UNDERGROUND S£RVICE ALERT (80D)422-41JJ
SDG&E (800)660-7343
PACIFIC BELL (800)892-0123
ADELPHIA CABLE COMMUN/CATIONS [760~438-7741 COX COMMUN/CATIONS 760 806-9809
CITY OF CARLSBAD(S7REETS &, STORM DRAIN) 760 434-2980
"CITY OF CARLSBAD(SEWE:R, WATER & RECLAIMED WATER) (760)438-2722
"SAN DIEGU/TO WA IER DIS7RICT (760)633-2650
't.EUCADIA COUNTY WATER DIS7RICT (760)753-0155
"VALLECITOS WATER DISTRICT [760)744-0460
WVENHAIN WATER D/S7RICT (760)753-6466
"BUENA SAN/TA TION DIS7RICT (760)726-1340
•AS APPROPRIATE
34. . · ·kMIT COMPUANCE RfQU/REMENTS:
A. FOR CONffiOLLED GRADING -THE APPLJCANT HIRES A CIVIL ENGINEER,
SO/LS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120.8}
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOK<ING
REPORTS MUST BE SUBMIT1£D TO THE CITY ENGINF:ER VIA THE
PROJECT INSPECTOR {15.16,120.9/k10} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE K<ITH CITY
CODE AND THE A."PROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LET1£R FROM CITY ENGINEERING DEPAR7MENT).
(2) AS-BU/LT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMfNDED SOIL BEARING CAPACITIES, A STA TEME:NT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER 11/A T THE
GRADING WAS DONE IN ACCORDANCE WITH T. IE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE P .. t:.LIMINARY SOILS REPORT
AND ANY SUPPLEMf.NTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED K<ITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
J6. D GEOTECHNI
69 HIG LA I
A TES, INC. DA E
KAW ANO RESIDENCE
3690 HIGHL DRIVE
C SBAD CALIFORNIA
VICINITY MAP
CITY or OCEANSIDE 7e
A~;;;:;.,...---::.-::::::::::::=t1HIGHLAND DRIVE
PACIFIC
OCEAN
1.-----,lSITE'.p 1
TAMARACK A VE
CITY OF ENCINITAS
. CITY or VISTA
CONSIDERED AS T OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE:
K<ITH THE RECOMMENDA TTONS AND SPECFICA TIONS CONTAINED IN SAID SOILS RE:PORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE 11/A T I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE: DESIGN OF THE PROJECT AS DEFINED
IN SECTION 670J OF 11/E BUSINESS AND PROFESSIONS CODE, AND 11-IA T THE DES/c,'N IS
CONSISTENT K<ITH CURRENT STANDARDS.
I UNDERSTAND 11/A T THE CH£CK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE
CITY OF t;ARLSBAD DOES NOT RELIEVE ME:, AS ENGINEER OF WORK. OF MY
RESPONS/B!LI nES FOR PROJECT DESIGN.
ARM: PASCO 81!"=,IN='E=E~Rl~N~G _________ _
ADDRESS: 535 N. HIGWAY 101 SUITE A
Cl i'Y, STA TE: ~01, 'NA B CH CA
TELEPHONE: 858 259-8212
BY: W. JUSTIN SUITER 1
(NAME
R.C.E. N0.:-"'68c.:9c=.6.;.,4 ____________ _
REGISTRATION EXPIRATION DATE:_1~2/.~J~1f~0~7 ___ _
SOILS ENGINEER'S CERTIFICATE
I, 'i=. J::l,o.v1.1> C,.q \,-1\,1,.-.)"6.;.\. , A REGISTERED CIVIL
ENGINEER OF THE STA IE OF CALIFORNIA. PR/NCIPAL/:!Y. DOING BUSINESS
IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY . CERTIFY THAT A
SAMPLING AND STUDY OF TH£ SOIL CONDITIONS PREVALENT WITHIN THIS
S/Tic,..WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF ·.o;;::,..~W\S.rl'l-1.1!!, , 20a!P AND :;:r,...J_,.__ .<..., , 2f1!!!<.,,. TWO
ENGINEER. C::-
S/GNED: ~ 0 .. -~-_,
.. '4.
No. 22B
xp. 3<1 l-09
)Z .. £CH'f<'<:,~ .. ,"At\Y
OWNER
GARY 1k ALLISON KAWANO
J690 HIGH1 AND DRIVE
rARLSBAD, CA 92008
(760) 8C9-1597
LEGAL DESCRIPTION
PARCEL 1 OF PARCEL MAP 5229 IN THE CITY OF CARLSBAD,
C"UNTY OF SAN DIEGO, STA TE OF CALIFORNIA RECORDED
OCTOBER 21, 1976.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED
BY WOOTTON LAND CONSULTANTS AND SIGNED BY RONALD
WOOTTON ON 7-27-05
PROJECT LOCATION
THIS PROJECT IS LOCATED K<ITHIN ASSESSORS PARCEL NUMBER($)
•005-220-54-00
THE CALIFORNIA COORDINATE INDEX OF 1HIS PROJECT IS:
N J58 E 1665
BENCH MARK
DESCRIPTION: PT. NO. 120 NAME CLSB-120 FOUND 2.5•
DISK IN WEST CURB OF VALLEY S7REET 85FT. SOUTH
OF MAGNOLIA A VENUE IN FRONT OF VALLEY JUNIOR
HIGH SCHOOL. STAMPED CLSB-120 LS 6215 PER CITY
OF CARLSBAD SURVEY CON7ROL REC'lRD OF SURVEY 17271.
ELEVATION: 176,554 DA TUM: NGVD 29
EARTHWORK QUANTITIES
CUT: JOO CY
RLL: 0 CY
IMPORT: 0 CY
REMEDIAL: 0 CY
EXPORT: JQQ CY
WORK TO BE DONE
THE GRADING WORK SHI'' L CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON 11-/IS SET
OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS. REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON 11-IESE PLANS.
11-IE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE K<ITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4. THE STANDARD SPECIACA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
5. SO/LS REPORT AND RECOMMENDATIONS BY EVANS. COLBAUGH & ASSOC .• INC.
DA TED JANUARY 11, 2006
6. 11/E SAN DIEGO REGIONAL STANDARD DRA K<INGS AND AS MAY BE MODIAED BY
THE CITY OF CARLSBAD STANDARDS.
7. CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STORMWATER BEST MANAGfMENT
PRACTICE, CONSTRUCTION HANDBOOK; AND THE STA TE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATION CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL.
DESCRIPTION
SUBDIVISION BOUNDARY
PROPOS£D DRAINAGE DIRECTION
PROPOSED CONTOUR
PROPOSED INDEX CONTOUR
EXISTING CONTOUR
EXISTING INDEX CONTOUR
EXISTING RIGHT OF WAY
EXISTING SPOT ELEVATION
SPOT ELEVATION
EXISTING SE.t£R LA IERAL
EXISTING WATER LATERAL
EXISTING DRIVEWAY PAVEMENT
PROPOSED ASPHALT PAVING
RETAINING WALL TYPE C-1 PER SDRSD
PROPOSED BRICK WALKWAY
PROPOSED BMP
PROPOSED CONCRETE PAVING
LEGEND
DWG.NO. SYMBOL
----i~,1---
--....,~,1---
/"' (FS•10D .DO)
_...,-FS•i00.00
--~(f~\ -
SUSfv/P PROJECT P,9IORITY: fv/EOIUfvl
QUANTITY
PUNNING DEPARTMENT APPROVAL
~ ~) . . --. DATFl'f //<j /o7
,Dor, Ae£A
"AS BUILT"
PWRll!G DlllECTOR
tJw.g._ sAeK:tm. DATE: <f.1/J 'I, I--, (SIGNED) 1/T
RCE ___ EXP ___ _ DATE
REVIEWED BY: SCALE: 1 "=20'
RECOl!IIEIIDED BY, l:hns Se.t.±, L'.)
(PRlllT lWiE) DATE
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENG/N[ER. 1HE COlvTf?ACTOR
SHALL BE RE;SPQNSIBLE FOR ANY QEBRIS OR DAMAGE QCWRRING ALONG 1HE HAUL
ROUTES OR ADJACENT S7REETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE RE:MOVED ONLY K<ITHIN 11-IE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIACALLY NOTED ON THE PLAN.
COPIES OF THE SOILS REPORT COMPILED FROM THI.$ STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SIJBMITT[D TO~THE OFFICE OF THE CITY
P.E. NO.: l40l.l. G...Z: -Z."l.°8
DATE: 4-1· OJ
l----+--+-----------+--+----t--+-----!ISH1EETI CITY OF CARLSBAD ~3-ENGINEERING DEPARTMENT ~j ::==:.===========-===: 24 ALL AREAS SHALL BE GRADED TO Df;AIN. GRADING RESULTING IN THE PONDING OF FJRE DEPARTMENT APPROVAL
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE. LICENSE EXP/RATION DA TE:
25. 11-IESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION /'lfA
CONTROL PLANS. EROSION CONTROL SHALL BE A$ SHOWN AND AS APPROVED BY 'ICATE (SIGNED) (DATE)
GRADING PLANS FOR:
KA WANO RESIDENCE
TH£ CITY ENGINEER OR AS DIR[CTED BY THE 'ROJECT INSPECTOR. I (WE) HEREBY CERTIFY , •. r..:._,..:..,GISTE:RED SOILS ENGINEER OR
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM GEOLOGIST HAS BEEN OR WI 8 TA/NED TO SUPERVISE OVER-ALL APPROVED _ !( DAVID HAUSER / j
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND GRADING ACTIVITY AND AD E r COMPACTION AND STAr/1 /TY OF CARISBAD MUNICIPAL WATER DISTRICT APPROVAL __ __'.!6,_~-1~~~~-==:__ ____ . 6r -zz. a7
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED THIS SIT£. ,_,__~ _ -.-r-7 DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 3D 08 DATE AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. • v /
27. AL.. SLOPES SI/ALL 8£ IRRIGATED, STABILIZED, PLANTED AND/OR HYOROSEEfJED DATE 1'/A DATE INITIAL DATE INlllAL DAn: INlllAL f)WN .;Y:-~-~ROJECT NO. I DRAWING NO.
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE c1_.I_07l-(SIGNED) (DATE) REVISION DESCRIPTION CHKD BY: ~ ..,; PDO7-O2 449-7A f~
l--~A=5~S:H=O~WN::..:ON:..:71/:£~A=P~P:R:0\IE=D~GR=A:D/:NG:.:.P:LA:N=S~. ------------------------===~?3E=i:==-====•:1~'fK:+==--------------!::::====================:::::!~EN::Gl::N::E::ER=Of::WO=R::r!::::===============:!:o::11i;ER:A::PP::R::OV::AL~=Cl::TY=APP=~::?'::i.-lL:::::!:R::VWD:;:B:Y;:: :YJ.:;,1$;:!>',~·~· ,:::::;:::::::=:!J'lllil DATE -Fr·i, Ma.· 30. 2007 M: ,1544.pro PE 1544
APPROXIMATE LOCATION OF
EXISTING WATER LATERAL
PER '1 cm OF CA SBAD Dl1G · ,
!58--!8. LOCATION O BE FIELD: ) 1 • VERIFIED BY CO/-m:l:4CTDR · '• (FS= 1.71.86)
I' FS=i72.00
-----S-+-.,..,..-S~ , ""MW , • FS=ili.00 I ·• . , , ·••• · ' . I FS=i71. 00
(FS=167.8B)-J{S-i68i21! .•. -~1.68.74)~ +---.
• I
PROPfJSED: RETA . ING
11~Ar-... L 1P£f/ SDflSj? TYPE C-1
1:s· l , j FS=f.70.40 ~ i ' · i Tr/=1.70.45 ! : n' r, , ... , • BW=.!70.45
£XISTiING ASPHALT: DRIVE ..
. TO~;Blf REMDVl::D FS=i70.1.B. ~.
H1 LIi / , FS=:1.69.36 , ~ , ' · (FS=t68.85) • .. , .
/FS=167.92)h I 168.2,!_; ~j(!)0.• ,, .
1 I 1i , ,
PROPOSED'. Ttl'E DS-7 GJ i
DRIVEWAY; PfR CTltH'ITYI
OF SAN DIEGO 1
DESIGN S;TAIIDAROS 1
PROPOSED 4"
PCC r/ALKWA Y
FL=i73.1.4
(FS>=i73.i5)
EXISTING CONCRETE
TO BE REMOVl::D
FS=173.1.7 -
EXISTING FENCE
'.\ ' •-~» .>:, ~-"•~---• ' )<,, ~,-•~••"<;,::.,:::::-•-~• '/{ •'""~•-•~H-~-X• ';,,, •-<,, "'"~"-"> -~•-"•-• /., ~~-• O •-•••••---
; ~ ,c;~ :; .. ~~~h\f~~;~~ ~0§if i'~L~ ,S,!U,W ~ __ ~"~_._""--•-TD✓:r·_'' ·. . I'. (N!]S(·,,,,,1J,Jr
Fs-112.94 FS-,. 14.21.~ :,; · \lii,1,, r,t~,.-
Tw=11a2t FS=t,o.95 . <i:': 1 ~\\: ,.!dfi:..-•. ··-·· -::=====.;; <'pr BW=i70.62 . . , •:,5;: . .• _FL=1.74.20 : ,·-·----~-;;_, "STl~-\ .. ,b:,•:i;===.-::
EXISTING ;FENCE:i i:'(;";'i/(l'.'.c::j RELOCATE IRRIGATION . ; /
TO BE REMOVED i CONTf!OL YAL VES AS NEEDED · 1 ' _ .. , _ : , -",/".i\i,,,'½l.-,·:5,t",.f/;:;.;:1 , ; i r i~ ~1flfliW.£'i/~'tt:,~S ,4~~~71,74)" : i ' i
SIDEWALK TO BE DEPRESSED~ l TO ALLOW FOR DRAINAGE · i
EXISTING POOL ' !
TO REMAIN , ,
. [
PROPOSED! 4 ·; AC OVER !
6" CLASSiII' BASE I I
. .>,,,,. •:·· ..... , .if}lf!JN,,,.,· "'"·'' • ., II 2Nl)l'LOOll,,,.183.51
_._~ • 4 ,_.,~ \-:_:_;; _..,:_,;:::.':</~ , ~~, :~, .'. ~"'_:-:;;••:_.:. ~~ -.::.· ·, h. ' , ~---= :, .. "'~"-''""""---.-~ ~"·--~--"'"••-• _ .. •.c,, i ____;._ ----'"::======:Ji j ; ,---.. ---..J::.,&LLff;;:~,,M-O••
(FS=f.68.1.5)
i
i
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a;: cs ... ·~£.__:__...;_,
I ~ '~••·~ i .
• I
'S=f70 35· •.. ~:. ·~;. .:::_:·✓,:: ·.:' :: ·~'\')c, .: '.:: ETXoIS,,ir~.I,RE,J ~.. · .. • .. •·; ,,. · I ... ~, ·,. ~ ":4 ~·!• ... ~~'. ·· o i:x: nc,~vV1.:D ' -,. .. . , .• . . ""...,.'""' ·=E . •·· . ; .. ,$ '"' ... ' • f ·, ....... 'II'. ;/,.f!J . .l,i_.~',i'_-, ,fJ:'.lei -'." . -----,, ' . .. •... ; ... l'D"Bf:s f.le/(10\tf:iD. "' . ''dlN ...
f.i;/[}:::f-;· ;~'II \1-. ;r:::.£W~&I:J~it1J?
! j!!):= jfiB .86) ::.:::::.....;· ,=.· ~-,.ll...:f,fc
. ' (FS=i68.93): ..
1---1 '.· FS=1.69.43
°Y FS=i70.i8 '""
EXISTING TRl:E
TO BE REMOVED
ill~ .. TW=i73.i}I
;
• 1 . !. I T~170.40
· Bll':"i70.40
TW=i72.80
BW=i70.37
\FS=J.70.46
BW=i70.52\
FS=:!72.97 \ \. '.; \
. ' . -' • "• i
/l
f ! . i ; I
! !
\ l
I.
/
; \ . }:,
1'I0'1ll: •
CON'i'RACTOR TO TIE INTO EXISTING
SEWER AND.,,WATER LATERALS
(FS=i73.72)
~
·.\'\,i\1':~ . )/·. ,..-">-EXISTING CONCREtt~J
\'1\\\\\l\"-\! n,,-,,.," •~<', t~ . ~r ---, •; .TO REMAIN --. --" :;~\\'!;: ·· .. PORcu::T#;ON· ;;;JOFi,Y.c:::n}· ·. --==:!.I; 1 a..·'-,, ---.:J,; --URB TO BE. C'' m,·=·~--;"_ ~, ".'•/. -.-.::::::::::?ct~.:;;±;,, r ·. ,!,\\,'\''.!/\•.,, PROPOSED CONCRETE TO MATCH. "L ..... " .. ,c,.· \\
ExisrING cONDir:~, ---... :~~.?c2:l: .. --= :': ·==,,.=;Jr
HA TC/i/ED :AREA REPRESENTS PROPOSED
BMP AREA •. NOT BE MODIFIED WITHOUT
• .. -....... ··----' PER/11/ISSION ~ THE CITY i
EXISTING FENCE
TO BE REWORKED PORTiON10F·EXISTING -,.
WALKWAY TO BE REMOVED ':; .
MATCH TO EXISTING
BRICK WALKWAY
.,.
_:~.-· ... -, .. ... >-EXISTING BRICK ~ WALKWAY TO REMAIN
EXISTING BUILDING
TO REMAIN
\
;
I
I MAGNOLIA A VENUE
-----M -,,-----+----1, 4w¥----·L.'. --"'yr}~-----.
\
GRADING PLAN
SCALE: 1 •=10'
/
ENGINEER OF WORK
FIRM: PASCO £NGINITRING
ADDRESS; 535 N. HWY. 101
CITY. ST., SOLANA BEACH. CA 92075
TELEPHONE: (858) 259-8212
18
II
'.I
!I
I
''t
: I : I )
'I
I
EXISTING HIGHLAND
DRIVE
IDGHLAND DRIVE CROSS SECTION
N.T.S.
DASHED LINE REPRESENTS --EXISTING GRADE
SOLID LINE REPRESENTS
PROPOSED GRADE
1':.__....-----PROPOSEO BUILDING WALLS----
1' PER ARCHITECTURAL PLANS
54'
PROPOSED BMP AREA
FOR TREA T/.IENT PURPOSES
.___ PROPOSED 4• PCC OVl::R
COMPACTED NATURAL
SUBGRADE WALKWAY
SECTIONA-2
N.T.S.
(
DASHED LINE REPRESENTS
EXISTING GRADE
fl. SOLID LINE REPRESENTS
R .0 .W. PROPOSED GRADE
PROPOSED 4• PCC --I / ;..--PROPOSED BUILDING WALLS
DRIVEWAY GRADES I PER ARCHITECTURAL PLANS
VARY PER PLAN __ _.,,,22' 2B.i6' 2%
EXISTING ROADWA I ---t-------,r---.--... -.. -.. -FF'='="-'1d!70<-.-70--:.-::-. -,-.,,--~~µ.;
PAVE::f:T B% ... .. 2% · 2% PAD=il0.04 LOW POINT --
SECTIONB-2
N.T.S.
--SOLID LINE REPRESENTS
PROPOSED GRADE
.,..--DASHED LINE REPRESENTS
/ EXISTING GRADE
FF=:J.70.70 :
PAD=i70 .04 ! PROPOSED BMP AREA
FOR TREATMENT PURPOSES
SECTIONC-2
N.T.S.
i I -----__ .. ___ _
oFESS
JUST!
' " ~;::/ ~0 t:J "" No . 68964 "' ~
a: Exp. 12/31/07 ""
* V1\. ...
I
SOLID LINE REPRESENTS ___,.
m,.,165 .PFifOPQSED .. GRADE·-;-·....;.......,.----· ........ ,1 •• , __ _
, ____ .OASHED .. LINE:.REPRESENTS ........... -~------r .... ~ •· EXISTING GRADE ·
1-#-00 1+20
PROFJLB VIBW: NORTHJJRNBDGB OFDRIVBWAY
HDRIZ: r~to ·
VERT: 1'=8'
.
BMPTABLE
DESCRIPTION QUANTITY MAINTENANCE
GRASS 214 SF AS NEEDED TREATMENT AREA
'AS BUILT
EXP, _ ___:_ __ DATE
REVIEWED BY:
. iNSPECTOR DATE
r--i---+------------!---t--l---l--.ll SH2EETI CITY OF CARLSBAD ~3 s
;:==c==-===E::N:::G:::IN:::E::E::Rl:::N:::G:::D::E::P':::AR::TM:::::E:::NT:=:=~::~::::::::::::::::;
GRADING PLANS FOR:
KAWANO RESIDENCE
BY; W: JUSTIN SUITER
(NAME OF ENGINEER)
NOTE:
ALL RUNOFF FROM ROOFS TO BE DATE:-----APPROVED /7 _,,. ~AVID HAUSFR . L JL.-t' t!l:=:. ,; ;z.-"-/., 7
COLLECTED AND DIRECTED TO DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30'68 'DATE
GRAPHIC SCALE 1 "=10'
FLOW OVER BMP AREA BEFORE R.C.E. N0.:~§-89=6~4 _________ _ LEAVING THE SITE DA TE INITIAL DATE INITIAL DATE !Nill" OWN BY: l PROJECT NO. I ORA WING NO. REGISTRATION EXP/RATION DA TE; 12131 /07 ~ CHKD BY BA ..... ---------------------------------------------------------------------------~-------------..tE:N~:N:EER:..OF:..W:ORK:J ___ ~R:E~~~S:l:O~N..:DE:S:C:R~l~P~T~IO:N:... ___ ~0~1HER~~APP=RO~V~~;.1_a~rr::,_:A~PP:R~o:vAL~!RVWD~~BfJ~w!J~S=·~==~P~D07-02 449-7A
0 10 20 30
Tue. Jun 12, 2007 M:\ 1544 .pro PE 1544
EROSION CONTROL NOTES
:t. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GARY KAWANO
PHONE: /760) 809-:1597
2. EQUIPMENT AND WORKERS FOR ENERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED DN SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN DN 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 OROER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS DR
IJNFORESEt:N CIRCUMSTANCl:S WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT f-11.JBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL Ml=ASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCOF/PDRA TED HERE.ON.
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 PROTECTIVE DEVICES SHOWN SHALL 3E IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) r,y RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SIL, AND v,HER Dt:BRIS SHALL BE REMOVED AFTER EACH RAINFALL.
J.O. ALL GRAVEL BAdS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
H. SHOULD GERMINATION OF HYOROSEEDED SLOPES FAIL TO PRDVIDE 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 AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SEf:TION 212 OF THE STANDARD
SPECIFICATIONS AND THE FOLLOWING:
A. HYOROSEEDING SHALL BE APPLIED TO:
:t. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO A PUBLIC WALL OR
STREET.
l:J. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6:i WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED r"OR IMPROVEMENTS /CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
l:J. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISTBL.£: TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS I/,11£0IA TE mEA 7MENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
J. • ALL SLOPES THAT AR£ GRADED 6:J. OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM GUICK CO' :"'LERSIHOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION Sf!RINKLER HEADS PROVIDING !00% COVERAGE.
l:J. GAEA TER ,. /AN 8 FE.ET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING J.00%
COVERAGE.
2. ARr:"AS SL lPED LES.. THAN 6:1 SHALL BF: IRRIGATED AS APPROVED BY THE CITY
ENGINEER. ,'RIOR TO HYDROSEEJING. THI: DEVELOPER SHALL SUBMIT A
PROPOSED SCHEMI= TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE aEM;NTS OF THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT Ti :E
OPTIMUM LEVEL FC::I THE GROWTH OF THE HYOROl'"'"DED GROWTH.
C, HYDROSEEDlNG MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1.. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. Ft:R ACRE OF RDSE CLOVER
l:J. 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 JNOW)
f. 1/2 lb. PER ACRE OF OIMORPHOLECA
g. ITEMS c,d.e, ANO f OF THIS SUBSECTION /,14Y • : OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEOEO 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 ANO APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDRDSEEDING.
i. 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
SA:rrJ CONTAINERS.
PROPOSED GRAVEL
BAGS PER. DETAIL•
.-;;;,--.. -·~· ... ··-
; ,;, "'
PROPOSED CONTSTRUCTION
ENTRANCE PER DEI'AIL ; ' '
' ' ' •
" ,. ,.
~ ,,
l ,~· •• fl
' '
l
GRAVEL BAGS OVERLAP
ONTO CURB
~------''11" THREE LAYERS OF GRA \'EL BAGS
RUNOFF wm-1 ENDS OVERLAPPED
INLET PROTECTION
' -•--+--l•~h··---,-~-r-., _ _:;:;;,.,~~r~-·,-' . .
'
1. SET POST;; AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
--------..--:'l ✓---:;,...-
~~
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
4. BACKFILL AND COMPACT THE
EXCA VA TEO SOIL.
GRAVEL BAGS OVERLAP
ONTO CURB
RUNOFF
J FT (0.9 M) MIN.
GAP BETWEEN BAGS
ACTS AS SPILLWAY
THREE LAYERS OF GRA \/EL BAGS
WITH ENDS OVERLAPPED
I 25'M/N. r %ffl I /2 12" MIN. .
/ L 2• MINUS ROCK
EXISTING GROUND PROFILE
\
_J_~_,,
15' MIN.
PLAN
STEEL SHAKER PLATES/RUMBLE RACKSo--~
FENCV,pARRJER TO RESTRICT
TRAFr/C TO U NSTRUCTION ENTRANCE
P, 'IJVIDE APPROPRIATE TRANSlnON
8£1 Wt EN STABILIZED CONSTRUCTION
ENTR:.1;r:1: AND PUBLIC RIGHT-OF-
WAY
GRAVEL BAGS
PUBLIC RIGHT-
OF -WAY
-FIL iER FABRIC
PUBLIC RI T-OF-WAY
I
X
I
STABILIZED CO NSTRUC T'TO N ENTRANCE
PER CALIFORNIA STORM WATER BMt' DWG. TC1
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR. EROSION CONTROL PLAN
D.
E.
2. TYPE i MLJI..CH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE .. , •
TYPE 6 MUI..CH (STRAW) MAY BE SUBSTITUTED. ALL OR PART. FOR
\<1-~
DESCRif,TION
LEGEND
SYMBOL
HYDRAULICALLY APPLIED FIBER MA TERIAl. WHEN STRAW IS USED IT MUST BE .
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF ,
THE STRAW INTO THE SOIL. QUANTITY \~---~----------------~----
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, :16-20-0, WITH
15% SULPHUR APPLIED AT rHE RA TE OF 500 lbs. PER AGRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
i. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6:i
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS s OR /:J ABOVE.
PROPOSED HYDROSEEDING
PROPOSED GRAVEL BAGS
.·.-.":,t.~ .... ::,. .. P'--••n"«'<'"~ ·~·: .... t:,: .......... ····------"H♦-♦--· ••h♦nO•
00000000000
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: PROPOSED SILT FENCE -X---X-
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED 13ED.
l:J. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR PROPOSED CONSTRUCTION ENTRANCE
COVE.JING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROSEEOED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING. UNTIL THE PROJECT .IS COMPLETED ANO ALL BONDS
RELEASED.
PROPOSED FIBER ROLL
1,500 SF
35 EA
220 LF
375 SF
75 LF
ENGINEER OF WORK
FIRM: PASCO ENGINEERING
ADDRESS: 535 N. HWY. 101
CITY, ST.: SOLANA BEACH CA 92075
TELEPHONE: 858 259-8 12
R.C.E. N0.:~6=8=96=4~----------
REGISTRA 110N EXP/RATION DA TE: 12(31 (07
,CALE: 1 "=10' GRAPHIC SCALE 1 '=10'
0 10 20 30
~ CITY OF CARLSBAD I SH~TS I ,.._ ____ ...., l_::2_j ENGINEERING DEPARTMENT ~
---+----!--+ --t----1~===-=============~---· t----11----+----------------+----+--+----11-----1 EROSION CONTROL PLANS FOR:
KAWANO RESIDENCE
APPROVED /"1 DA\RD HAUS'."R
____ ...,..(/'-'IJ=. #-£/2z-/u,
--+----1 DEPUTY CITY ENGINF~R PE 33081 EXPIRES 6 30 08 DA1E
DA TE INITIAL
EN ,!NEER Of WORK REVISION DESCR!r,iON CHKD BY: • P007-02 449-7A
DWN BY: ~ I PROJECT NO. l•'_DRAWING NO. DA TE INITIAL DA 1, INl11AL QI
OTHER APPROVAL CITY APPROVAL RVWD tlY: . _________________________________________________________________________ ....,. ___________ ...... ________ _L,:;;;;;;;;;;;;;;;;;;;;;;;;-;;;;;,;;;;;;;;:..:;;;;;;,;;;;;;;;;,;;;;;;;;;,;;;;;;;;;,;;;;;;;;;,;;;;;;;=:.:;;;,;;;;;;;;;,;;;;;;;;;,;;;;;;;;;,'.J
1°ri, Mar 30,2007M:\1544 .pro PE 1544