HomeMy WebLinkAboutDWG 409-2A; CDP 02-28; KIKO RESIDENCE; 01-03GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. lHIS PLAN SUPERSEDES All OTHER PLANS PREVIOUSLY APPROVED BY THE aTY
OF CARLSBAD REGARDING GRADING SHOWN ON lHIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAJVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOI.UTIDN OF CONDITIONAL APPROVAL, aTY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS lHEY MAY
PERTAIN TO lHIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. All PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO lHE CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN lHE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE aTY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,0DO.OO FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A" ANO A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)S OF lHE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHAll BE COMMENCED UNTIL All PERMITS HAVE BEEN OBTAINED FROM
THE CITY ANO OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMlSSION
HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS l'llll BE MADE TO THESE PLANS WITHOUT lHE YtRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHAll BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE aTY ENGINEER.
10. THE ORIGINAL DRAWING SHAll BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT All TIMES DURING CONSTRUCTION.
12. 'M,ERE TRENCHES ARE l'IITHIN aTY EASEMENTS, A SOILS REl'ORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C} COMPACTION
CURVES, SHAll BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PRlNaP All Y DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE aTY ENGINEERING
INSPECTOR WllHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDA HONS OUilJNED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. All CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALF ORN IA PRINaPALL Y DOING BUSINESS IN lHE FIELD OF APPLIED
SOILS MECHANICS. All FILL OR FUTURE Fill AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE l'IITH THE CITY OF CARLSBAD STANDARD SPEaFICATIONS ANO THE
" EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO 1HE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHAll BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND All
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHAll SCHEDULE THE MEETING
lHROUGH THE PERMIT CLERK (760) 602-2740 AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAl'IINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. All INSPECTION REQUESTS OlHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CAWNG THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760) 438-3891.INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON THE DAY BEFORE lHE INSPECTION IS NEEDED. INSPECTIONS Will BE MADE
lHE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT lHROUGH THE DEVELOPER AND/OR CONTRACTOR
SHAll DESIGN, CONSTRUCT AND MAINTAIN All SAFETY DEVICES, INCLUDING
SHORING, AND SHAll BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL,
STATE AND FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHAll CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHCl'IING
1HE DESIGN OF SHORING, BRAaNG SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM lHE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MOl'lE IN DEPTH AND APPROVED BY THE a TY ENGINEER AND /OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE, lHE PLAN SHAll BE PREl'ARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMlT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHAll BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT 'Mll IN ADVANCE OF THE SCHEDUUNG OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WllHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEOIA TEL Y, AND THE
PERMITTEE l'IILL NOTIFY THE aTY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED YtRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. All OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOvlNG EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHAll BE LIMITED TO 1HE PERIOD BETWEEN 7:00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOvlNG OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOUDA YS. (A UST OF a TY
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 TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHAll BE 08TAINED FROM, AND WASTE MATERIAL SHAll BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. lHE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF 1HE GRADING OPERATION.
23. BRUSH SHAll BE REMOVED ONLY l'IITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIFICAll Y NOTED ON THE PLAN.
24. ALL AREAS SHAll BE GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHAll HA VE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHAll BE AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHAll BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURF ACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO
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 HYDROSEEDEO
l'IITHIN TEN (10) DAYS OF THE TIME l'tHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHAll BE ACCOMPLISHED ON All SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PRO.£CT, DRAWING NO. 390-7L, ANO/OR AS DIRECTED BY THE aTY
ENGINEER OR PLANNING DIRECTOR.
29. lHE OWNER/ APPLICANT SHAll INSURE THAT All CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH lHAT SHOWN ON BOTH THE LANDSCAPE
ANO IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. STORM DRAIN PIPE SHAll BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES. UP TO 15" PVC MAY BE
UTILIZED PROvlDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4"
ROCK PER SDRSD S-4 TYPE "C" ANO PIPE MEETS ASl'M STANDARD 3034 FOR
SOR 35 SOLID WAll PIPE.
31. 'M,£RE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF lHE
GRADING OPERATION, IT SHAlL BE REMOVED WllH!N TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WllH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED l'IITH CONCRETE OR REMOVED AS APPROVED BY
THE aTY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCA llON OF ALL EXISTING FACILITIES
(ABOVE GROUND AND UNllER GROUND} WITHIN 1HE PROJECT SITE SUfflCIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS If IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT l'IITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FAaLITIES ANO SHALL COORDINATE l'HE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
1-800-422-4133
1-8DD-227-2600
1-800-303-3000 PACIFIC BELL
DANIELS CABLEVISION !760l 438-7741 760 602-2720
760 438-2722
aTY OF CARLSBAD(STREETS & STORM DRAIN)
CARLSBAD MUNICIPAL WATER DISTRICT
(SEWER, WATER & RECLAIMED WATER)
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A aVIL ENGINEER,
SOILS ENGINE'rn, Ali!O/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.12D(A)(8)l
CARLSBAD MUNICIP Al CODE.
8. PRIOR TO FINA!, APPROVAL OF A GR@ING PERMIT-THE . FOLLOWING
REPORTS MUST BE SUBMITTED TO THE aTY ENGINEER VIA THE
PROJECT INSPECTOR {15.16.12D(AXB)l CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. All EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE l'IITH aTY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM aTY ENGINEERING DEl'ARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, l'tHICH 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
INCWDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH lHE REQUIREMENTS AND
RECOMMENDATIONS OUUJNED IN 1HE PRELIMINARY SOILS REPORT
ANO ANY SUPPLEMENTS THERETO.
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALLE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE
OF CALFORNlA, PRINaPALL Y DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON lHE PREl'ARED BASEMENT SOIL THE •R" VALUE TESTS
AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE lHE WORK BEGINS.
2. STREET LIGHTS SHAll BE INSTALLED AS SHOWN ON THESE PLANS.UNDERGROUND
CONDUIT RUNS. SER\/ICE POINTS AND HAND-HOLES SHAll BE SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDAllONS WILL BE
ALLOWED. All LUMINAIRES SHAll BE "CUT OFF" TYPE.
3. All UNDERGROUND UTILITIES AND LATERALS SHAll BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFAaNG OF STREETS.
4. STORM DRAIN PIPE SHAll BE REINFORCED CONCRETE PIPE l'IITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PRO\/IDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED l'IITH
3/4" ROCK PER SDRSD S-4 1YPE "c" AND PIPE MEETS ASTM STANDARD 3034
FOR SOR 35 SOLID WAll PIPE.
5. l'tHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED l'lllH
PROPERLY COMPACTED SOILS. IN OlHER AREAS l'HE PIPE Wl1L BE PLUGGED
WllH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHAll BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALFOllNIA ADMINISTRATIVE CODE.
7. STREET TREES SHAll BE INSTALLED PER SECTION IV D.3 OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRS DWG M19.
9. All SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTA8USHEO, PERPETUATED, AND DOCUMEN1ED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY {CUT) SHEETS SHALL BE PROVIDED TO THE aTY
ENGINEERING INSPECTOR.
CITY OF OCEAN.SIDE
HIGHWAY 78
PUBLIC i
~EACH~;
•. I
( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
aTY. ) CJTY Of VISTA
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROV Al, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. lHE SOILS REPORT PERP ARED BY (i:OTECHNICAL EXP.LORI', llON INC. , DA TED
JUNE-05-2002 SHAll BE CONSIDERED AS A PART OF 1HIS GRADING PLAN.
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH l'HE RECOMMENDA l!ONS
AND SPECIFICA RONS CONTAINED IN SAID SOILS REPORT.
WORK TO BE DONE
THE GRADING WORK SHAll CONSIST OF THE CONSTRUCTION OF All CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FAaLITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUil T GEOLOGIC MAPS AND REl'ORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
SITE
PACIFIC
OCEAN
OF PLANS AND THE aTY STANDARDS, SPEaflCATIONS, REQUIREMENTS, RESOLUTIONS . C'NIT
AND ORDINANCES aTED ON THESE PLANS. ,_,,-,;-----....----... CITY OF EN • AS
NOT TO SCALE
L
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE~·. '17\2-. e:,1 \r"A ·
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY TH CITY·~~/\-.--..-_~ _I VICINITY MAP
ENGINEER. r, C5, ,. v '-~----, . ~~
;!( 0,,.· \ M P~PI,<; 7"0 '%-~b, • T t,. \.-b'TE:\2 .. t>~ i:,'{ %~~ co~crz-:'
1. CARLSBAD MUNICIPAL CODE I. ~~~ . . .. . . . • ..
2 CITY OF CARLSBAD STANDARDS \ • S
3. THIS SET OF PLANS 'L lj'_ ~ 'r N~W Ol.C
4. RESOLUTION NO. 4685;4686;46S7:46B8;4689 DATED DECEMBER 15, 1999 • \, i------1-----~----+---40, I ROW-----------------i
5. THEBOOKS)TANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCllON (GREEN \ I , , ~f'l;Z._ "'_:;~ ... c~£ I , .·· . I
• \ 1---5 _ l,Jlvit-1 y;11,,,.;1..-., 21 E.XIST •. A .• C ..•. ROAD WIDlH-=-r-3•7 6. SOILS REPORT AND RECOMMENDATIONS BY GEOTEa,JNICAL EXPLORATION INC )\ I DEDICATION CON. ,,,c,. .. , DRI_.VEW. ·· .. 'A .. y PER. DA TEfl JUNE 5 2002, 2420 TRADE STREET, SAN DlfGO, CA. 92121. SD~ G~t4C SAWCUT AND OVERLAY TO PRO\/IDE
(858) 549-7222, CONTACT: JAIME A. CERROS RCE# 34422 f !~-:-!': ~ .,..-""'-A ~TH TRANSillON _1!. ~
7. WAVE HAZARD ANO COASTAL HAZARD STUDY BY SKELLY ENGINEERING DATE¥ ·. • · · · _ ·. . · · · ~'T ',/'-
5/24/02 AND REvlSED 7/24/02, 619 S. VULCAN# 2141'1, ENCINITAS, CA. I c...oJc., ai~ ~ <ollcc,i-lc... OV6fZ... --.. .... ~o.,l.Ct:ie 11~t::,
92024, (760) 942-8379, DAVID SKELLY MS, PG, RCE# 47857 \ t."""'"'19 !>1 I"''' c,.,J!; ~,;e;: IPl~t+i-\ . ~
\..__R.bi-11 E'r.7. &_ MODIFIED SDCSD G-2 CURB AND GUTTER IE,.
8. THE SAN DIEGO REGIONAi. STANDARD DRAl'IINGS AND AS MAY BE MODIFIED BY ~•·-·•·•--• •
THE CITY OF CARLSBAD STANDARDS. OCEAN. STREET PROPOSED TYPICAL SECTION
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED OCTOBER 12, 1999 SCALE: 1" ~ 5'
DECLARATION OF RESPONSIBLE CHARGE" SOILS ENGINEER'S CERTIFICATE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
THAT I HAVE EXERCISED RESPONSIBLE CH,ARGE OVER l'HE DESIGN OF THE
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
CODE, AND THAT THE DESIGN IS CONSISTANT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAl'IINGS AND
SPEaFICA TIONS BY l'HE aTY OF CARLSBAD DOES NOT RELIEVE ME,
AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: TAIT CONSULTING. INC.
ADDRESS: 717 PIER VIEW WAY
aTY, STATE: OCEANSIDE. CA
~~?t..-cfz~3-ll6§
BRUCE AIT
DATE: 9/41/4,c I 2
R.C.E. NO.: 47
REGISTRATION EXPIRATION DA TE: 12/31/04
1, J /./ 1 ,._, t=:: 4 · CI=. ,e IZ..o s. , A REGISTERED CIVIL
ENGINEER OF THE STA TE OF CALIFORNIA, PRll!ICIPALL Y DOING BUSINESS
IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERllfY THAT A
SAMPLING AND STUDY OF THE SOIL CONDll'IONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF
L{~ v.-/ 5 , 2QQZ_ AND-✓..,~ S , 20 D<;-TWO
COPI OF THE SOILS REPORT COMPU:fll FROM THIS STUDY, l'IITH MY
RECDMMENDA TIONS, HAS BEEN Sl:IBMITTED TO THE OFFICE OF THE aTY
ENGINEER.
GEOTECHNICAL REPORT DATED JUNE 5, 2002 (JOB No. 02-8201)
BY/¥' 4_(}, ~ ,/J /l.e,O DATE 5/2.'1/oS-~ D. REED, C.E.G.999, R,G. 3391
BY: J~:t:;;;]fft DATE 9/so/0 7
R.C.E. 34422/G.E. 2007
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR Will BE RETAINED ID SUPERVISE OVER-All
GRADING ACTIVITY AND ADVISE ON l'HE COMPACTION ANO STABILITY OF BENCH MARK
(.Jl
0)
-----------
--+
LOCATtO:N MAP
PROJECT OATA= SCALE: 1" = 20'
A.P.N.•
zae
FREDERICK AND JESSIE KIKO
3561 DONNA DRIW:
CARLSBAD, CAIUFORNIA 92009
PHONE: (760) 822-1500
2649 OCEAN STREET
CARLSBAD, CALIFORIIIA 92008
20.3-140-10
R-3 COASTAL ZONE & BEACH OVERLAY
ZONE FYS8 Hl' (5' BY VARIANCE), SYSB
5', RYSB STRINGLINE SETBACK
50'x14D'= 7DD0 SF x 60% (421)0 SF
FOOTPRINT ALLGWABLE) ACWAL 2946 SF
PAO..EC:rDBBCIU IIONNDDATA:
I..EGAI.;
REMOVING AN EXISTING 2 STORY
Sl'RUCll:JRE AND GARAGE. CONSiRIJCllNG
A NEW 2 $WRY STRUCTURE WIJH A
BAllEMENT AND A l'OOL AREA. A
SEAWAll Al!ID PLAN:rtR$ WILL l3E BUILT.
MAIN FLOOR
UPPER FLOOR
ROOF DECK
BAsm.t;:NT
T0tAL
GARAGE/STORAGE
1828 SF
24511 SF
648 SF
2072 SF
6358 SF
700 SF
4286 LIVING AREA
(2946 SF x25~ 736.5 SF MAX.)
BUILDING SQUARE FOOTAGE
LOl'S 13 AND 14 IN li!LOCK "A" OF HAYES LAND COMPANY
ADDITION TO CARLSBAD MAP NO. 2, IN THE CITY OF CARLSBAD,
COUN'TY OF SAN DIEGO, STA TE Of CALIFORNIA, ACCORDING TO
THE MAP THEREOF NO. 1221, FILED IN THE OFFICE OF THE
COUNTY RECORD.ER OF SAN DIEGO COUNTY, NOVEMBEl< 4, 1909,
INCLUDING THAT PORTION, IF ANY, LYING BETWEEN THE ABOVE
DESCRIBED PROPERTY AND THE LINE OF ORDINARY HIGH TIDE OF
THE WATERS OF THE PACIFIC OCEAN AND EXCEPTING THAT
PORTION, IF ANY, OF SAID LOTS LYING BELOW THE LINE OF THE
ORDINARY HIGH TIDE OF THE WATERS OF THE PACIFIC OCEAN.
"'"I
LI
.
I-
VJ
(/)
CAST IN PLACE CONC. SEAWAll
(PER SEPARATE BLDG. PERMIT)
C.M.U. RETAINING WALL
(PER SEPARAlE BLDG. PERMIT)
PROPERTY LINE
CURB AND GUTTER
ROAD CENTERLINE
FLOW GRADIENT
NEW SPOT ELEVATIONS
EXST. CONTOUR LINE
POOPOSED PERCULA T!ON BASIN
SIDEWALK UNDER DRAIN
l
')
A I .
' ' ""
PRIVATE 1.Q"dO" STORM DRAIN INLET
PRIVATE 6" f PVC STORM DRAIN LINE
NEW CONCRETE DRIVEWAY
SAWCIJT AC
NEW AC PAVING (3"AC/6" CLASS 2 AB)
NEW CONCRETE SWALE
I
I
I
I
'
OJ
l-
CONSULTANTS:
Dl!SICJl'EFI/ CONIFIACTOR
WOLF DESIGN BUILD, INC., WOLFRAM KALBER
1459 UETA STREET, SAN DIEGO CA 92110
l'I..AN>ING CONSlLTANTS
PLANNING SYSTEMS, DENNIS CUNNINGHAM
1530 FARADAY AVENUE, SUllE 101
---1 CARLSBAD, CA 92008 (760) 931-0780
lO
CM.. Bl(M .UIG
TAIT CONSULTING, INC., BRUCE TAIT
717 PIER VIEW WAY 0 -;--···· OCEANSIDE, CALFORNIA 92054 (760) 433-1166
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SAN DIEGO LANDSURVEY & ENGINEERING INC.
ROBERT & HERMAN BA TEMAN
9616 CHESAPEAK DRIVE, 204
SAN DIEGO, CALIFORNIA 92123-1329 (858) 585-'8362
co COASTAL ENll'
o SKELLY ENGINEERING, DAVID SKELLY
619 VULCAN A VENUE, #214
ENCINITAS, CALFORNIA 92024 (760} 942-8379
l.&222.rl I 1 1 1 p·T.n I I 11 I I COJ
SDRSO C-3 (MODIFIED) -11!08 SF
SDRSD G-2 (MODIFIED)
NYOPLAST (OR EQUIV.)
SDSRD D-27
NYOPLAST (OR EQUIV.)
SDRSD G-14C
2%
232.0
----s210---
@
llllll
50 LF
2 EA
'1 EA "i
NEW CONCRETE (PATIO, WALKWAY, STAIRS)
'!l EA
98 LF
250 SF
50 lF
500 SF
100 SF
1778 SF
NEW UNCOMPACTEO SEA SANO FILL
NEW PLANTER AREA
PRECISE GRADING PLANS
2649 OCEAN' STREET
KIKO RESIDENCE
' 66 CY
486 SF
FREDERICK J. KIKO, TRUSTE(/ DATE
DESCRIPTION: 1~01SC VM117.! 9117 STAMPED 0364. D 1979
LOCATION: gN~ °:_=~ ~1,,-';~'!!'!00,,,wTH•i,L . ..,OF.._· --r-D;;;A.;;TE;;:-1r;l.,;Nl;:;;11AL:;:;-t-----------------;---;;D::,A TE:;;:--r;;IN::::111:::-'.AL~t-;::D-:-:ATE;;:· --t-;;INl-;;::llA~L4 UWN BY:
~""-!11:!.ll~-~I-.E-NGl::.N.:.:EER:.· ...L:OF:::.::WORK:.:· :...j REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~ ~~;---
PROJECT NO.
CDP 02-28
DRAWING NO.
40972A
FREDERICK J. KIKO TRUST DATED 6/30/98 RECORDED:
ELEVATfON: 3.28 DATUM: M.S 1
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"' 'U CTURAL
' DETAIL.
140
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DRAIN TO ocflAN Sl'REET
5.0'
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~--+-~~-----~BUIL0~ :INGS __
I
01
CONTRACTOR 10 SUPPLY ENGINEER
Of WORK l'IIIH PROFIIE OF BOTTOM
OF FOOTING ~Vkl'WNS OW EXST.
RETAINING . I s
11 12
BLIJLOING
Sl'R11\IGLJNE
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ARAGE F.F.L
VARIES 39 .9
TO 39.60
.. F't'!QPOSEI) 5. . . ·· . A'RON FOR
' li'IJBUC RIS!t:r Of W/iY. " . ·, " '•.
5.5'
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· ·~. se: REMOO {TYP .) ,· i . ( E~ _ I: F. ~.1 ' DRAIN m OCEAN STREET 1
l·.,.•o•·-I
.'1\Jif / . , , NOTE: SEE REVISED HYDROLOt;Y Sl\JDY
PVC.• f'LAl{ll:'R ' AiN' ,f'-1!?£
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IMPROVEMENT
STRINGUNE
'z;;;'::'.:,,Fliii---PROP. 32" PERFORAl£D
ri P\JC PERCOLATION BASIN,
1 GRAVEL FILL TO INVERT Of
PIPE, SOLID COVER FOR
CLEANOUT ACCESS
.oo· END RET. WALL/BEGIN SEAWAt
,---7.;!-· / ;/·~? _ _/--0 / ">-"1 ~,-_L
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I SH2ET I CITY OF CARLSBAD I SH31S I /C 111-,IIIJ" MKU ~c,:-( ...,,._.,.Oll'f"' tzer q I Fl t> \'\ 1i1vf> o,J ;/,..';J ~" '.!t#f-
TAIT /\ -\ ?O ENGINEERING DEPARTMENT
No. 322 7os · PRECISE GRADING PLANS
Consu/:ting, Inc. it Exp. 12 /31 /M' * 717 Pier y-,.,,, Yfa:y J'~/l C,V\\.,. ~~ 2649 OCEAN STREET
Oceonsiile, CA 921154 e OF CALI' KIKO RESIDENCE Piwrl£ 160-438-1166
APPR:i>vi.o e.Y':
&-1 e-:5f J4" ~ F,z/4 •·· U.OYO e. J.lbS6S ~ / 5if,;, S-
~SC wn957 STAMPFTl 0384 D 1979 CITY EN EER ~ z-, fl.Xf'"'2S l~~~os ,·-e
. S Of YMCA ¥•"11C PARK 108' NOR.TH •~ OWN BY: PROJECT NO. DRAWlNG NO. ~.,._ Of l'HF F'· EJ!I ,w•ruCE ,-,. °". DATE INlllAL DAlE INITIAL DAlE INITIAL
REVISION DESCRIPTION CHKD BY: CDP 02-28 409-2A ENGINEfR OF WORK 011,ER APPROVAL CITY APPROVAL RVWD BY: 3.;18 DATIJM: M H,L
RECORDffi:
ELEVATION:
1
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!
EROSION CONTROL NOTES
I. IN CASE EMERGENCY WORK IS REQUIRED,CONTACT WOLF KALBER AT
(61.9) 275-0074 OR (619) 992-3289
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAIi.ABLE: AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
----w ----w ----w ----w ----w ----w ----w ----w
'
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES 'M-IEN RAIN IS EMINENT. DESCRIPTION
LEGEND
SYMBOL QUANTITY ---s 0 C £AN -----s __ __,,(j;-· --s ------s ----5-
0.6lJ: EXST.
-+----~ADE ON CL STIR££T
S .: S ----5 -----5
J. DEVICES SHOWN ON Pl.ANS SHALL NOT BE MOVED OR MODIFIED WITHOUT TT-IE APPROVAL
OF THE ENG/NEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO TT-IE SATISFACTION OF TT-IE Cl TY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL
5. TT-IE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY TT-IE CITY ENGINEE;R DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS 'M-IERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER TT-IE APPROVED GRADING PLAN SHALL
BE /NCORPORA TED HEREON.
8. GRADED AREAS AROUND TT-IE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT TT-IE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE: PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT TT-IE END OF EACH
WORKING DAY 'M-IEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTT-IER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
10. ALL GRAVEL BAGS SHALL BE BURI.AP TYPE WI TH J/ 4 INCH MINIMUM AGGREGRA TE.
11. SHOULD GERMINATION OF HYDROSEEOED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90Jr COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF
TT-IE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
$ • c.-
FlBERROLL
SILT FENCE
■■■■■■■■■
-a----101----
230 LF
155 LF
GRA \/EL BAGS ·CCX:::X::X::X::· 90 EA
&. -it~,,--~~-~--~
(P IH~V."'l~M~>-T•5' 70 ~ 'l:)o>~ t;;, t,. ~E~ DbCiEc -e,{
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. .,~~~,.c~o~\~ .
-----'-.-h-crr.:c-,' -•• . ,· ...... . .. . . .
....
0 10
S00£ IN Fm
· TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION ,; :i.-=s'-' ___,
C.
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
I. ALL SLOPES THAT ARE GRADED 6: I (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN 7r/EY ARE:
2.
a. TTiREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MOR£ IN HEIGHT.
AREAS GRADED FLATTER 7r/AN 5: I 'M-IEN ANY OF 7r/E FOLLOWING CONDITIONS
EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) W/7rl/N 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY 7r/E PARKS AND RECREATION DIRECTOR AS HIGHLY
VIS/BL! TO 7r/E PUBLIC.
c. HAVE ANY SP£C/AL CONDITION IDENTIFIED BY 7r/E: CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH 7r/E FOLLOWING
CRITERIA:
· 1. ALL SLOPES 7rl.AT ARE GRADED 6: 1 OR STEEPER AND 7r/A T ARE:
2.
J.
a. 7r/REE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100Jr COVERAGE.
b. GREATER TI-IAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100Jr
COVERAGE.
AREAS SLOPED LESS 7r/AN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY 7r/E CITY
ENGINEER, PRIOR TO HYDROSEED/NG. TT-IE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE: IRRIGATION TO 11-IE Cl TY ENGINEER. 7r/E
PROPOSAL SHALL BE SPECIFIC REGARDING TT-IE NUMBERS, TYPES AND COSTS OF
7r/E ELEMENTS OF 7r/E: PROPOSED SYSTEM.
IRRIGATION SHALL MAINTAIN THE MOISTURE: LEVEL OF 7r/E SOIL AT 7r/E
OPTIMUM LEVEi,. FOR THE GROWTH OF 7r/E HYDROSEEDED GROWTT-1.
HYDROSEED/NG MIX ·sHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
2.
a. 20 lbs. PER ACRE OF ROSE CLOVER
b, 20 lbs, PER ACRE Of ZORRO FESCU£
c. J lbs. PER ACRE OF E SCHOOL CIA CALJFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLJA
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. I /2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE 7r/E AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EI7r/ER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF 7rl/S SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITI-IER BY DRILL/NG OR
BROADCASTING BEFORE HYDROSEEDING.
/. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH 7r/E CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WE:TTING AGENTS MAY BE ADDED TO TT-IE HYDROSEED
SLURRY AT 7r/E DISCRETION OF TT-IE CONTRACTOR.
--'
TYPE 1 MULCH APPLIED AT 7r/E RA TE OF NO LESS 7r/AN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTIWTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW IS USED IT MUST BE
ANCHORED TO 7r/£ SLOPE BY MECHANICALLY PUNCHING NO LESS 11-IAN 50Jr OF
7r/E STRAW INTO THE SOIL
D.
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH
15Jr SULPHUR APPLIED AT 7r/E RA TE OF 500 lbs. PER ACRE.
AREAS TO 8£ HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
I. ROUGHENING Tl-IE SURFACE TO BE Pl.ANTED BY ANY OR A COMBINATION OF:
2.
a. TRACK WALKING SLOPES STEEPER 11-IAN 5: 1
b. HARROWING AREAS 6: I OR FLATTER TT-IAT ARE SUFFICIEN7l Y FRIABLE.
c. RIPPINQ' AREAS TT-IAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. . .
CONDITION/NG 7r/E SOILS SO 7r/AT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING Tl-IE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. 7r/E ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALIN/[ SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. ..
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANEN7lY LANDSCAPED OR, FOR AREAS WHERE HYDROSEED/NG IS
7r/E: PERMANENT LANDSCAPING, UNTIL 7r/E PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
~: \Kil-:o \dwg \1-'Rl:.CISE-GRA0:\IG-PLANS\KIK 8-PGP-SHTD3.Uwq o~ /29 /2003 C9; 51. 07 AYi PST
----- -1-
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'f'(f'I ~'-'fl.\i:z,,,.x!jiJou-r" -4' ,;;oJc,. ptz-1"6 EDGtf: cf' ~£\II & . td/~4 17'~ 12>'1~ ~txl1;,"1"C'f'-
D~l'I€:~'{ f PL¾~lk E..k.ti.ow...b&J--r&
I. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
J. ATTACH THE FILTrR FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
N<>'TTO~E,
2. STAPLE WIRE FENCING TO
THE POSTS.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
SILT FENCE
-'---'
1 1
fi~ ~
GRAVEL BAGS OVERLAP
ONTO CURB
-RUNOFF
/-
GAP BETWEEN BAGS
ACTS AS SPILLWAY
J FT (0.9 M) MIN.
7r/REE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
~///.S,/Q',$"~7~
•
~~ :1( " '(;Ff-A. }i{-t, ~
/{j f <D' Ct: c..Jl~
TAIT ' "' No. 32 47
Exp. 12/31/~* Consulting, Inc. i'
717 Pier r .... ,., J''1"7t CIVIi.-rj-~"t-Oceansid<, CA 92054
Phan,: 760-488-1166 OF CALI~
K
: SURIA:Y DISC VM&7987 STAMPED 0384 D 1979
BENCH MAR
DESCRIPTION
LOCATION: ON GROUNDS Of YMCA AOUATIC PARK-108' NO "' FlAGPOLE 98" SSE OF THE PARK ENlRANCE GA
RECORDED:
ELEVA110N: J.28 DATUM: M.H.L
20
GRAVEL BAGS£----
(DUR\NG CONSTRUCTION ONLY)
_J_~
I 0 C
.
12
BUILDING
SlRINGUNE
. ,,,
p
. . -
".:::_l ._ o I • .. I
:r:: .. .
' . ' .. .
I • • •
• . PROPOSED 5.o" o 1CAT10 'FOR PUBLIC RldHr
--~OF=·~W-A~Y-~V-A+-IA'--', NCE~· +eE=Q=UE~S~T ~FO~R~-'~· V:: ZERO FRONT ARD SE;lBACK PENDING
• · ·• I 10 ' -HO
_:_·· .. ~-1,(\ "I'll
-.
13
I C
MAIN FLOOR
f.F.L.:=40.33'
.~'-
)-\
B C
/~/Ji~ ,'7\' t>l1.1'1~1d.~°< .<~"<°"1'" iz.e;~c.q.\A i:.uiu-~ .,t,l 1\11\<0 c.,J J /s:,, ks Q"'1/ -,
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
--
I
_..'sjl -GRAVEL BAGS
(DURING CONSTRUCTION ONLY)
15
BALCONY
STR\NGUNE
-.rn-w--PROP. 32' PEllFORAlID PVC
H
I SH3ET I
PERCOLATION BASIi!, GRA \/EL l;lLL
TO INIA:RT Of PIPE, SOLID COi
FOR CLEANOUT ACCESS
•,
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
EROSION CONTROL PLAN
:2 ~4~ OCE'AN STREl:T
KIKO RESIDENCE
A,f P R.CVEIJ f!1 : &4J1tif-J4/~ l'ett l!PYO &. llUS&s c1T'f ENG £A -i z~ss, EXPIRE& 1tr31~os
I SH3TS I
,
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DWN BY: PROJECT NO. DRAWING NO.
CHKO BY: CDP 02-28 409-2A RVWO BY:
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020608