HomeMy WebLinkAboutDWG 421-2A; MS 04-03; CASA LAGUNA II; 01-04GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPRO\lfD BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS 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 ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJ[GT. THE ENG!Nf[R IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS 0/SCO\lfRED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE 0£\/fLOP[R OR ENG/N[[R-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
D/SCO\lfRED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL Bf REQU/R[D FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING TH[ CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON TH£ P[RMITTE['S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TH[ INSURANCE
COMPANY WRITING TH£ POLICY MUST HA VE A RA TING OF "A" AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY BESTS KEY RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUT.SID[ 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 TH[ PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE. WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE RE.VISION BLOCK, ON THE
APPROPRIATE. SHEET OF TH[ PLANS AND THE. TITLE SHEET.
9. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BE.ING
SIGNED BY THE CITY ENGINE.ER.
10. THE ORIGINAL DRAWING SHALL BE. RE.VISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TH[ 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 WHERE TRENCHES ARE WITHIN 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 THE. STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE. SUBMITTED TO THE. CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION RE.GARDING
ADHERENCE TO RECOMMENDA T/ONS OUTLINED 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 TH£
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CA T!ONS ANO THE
" EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MITVNG SHAU BF HEID AT TH[ SITE PRIQR TO WE
BEGINNING Of WORK AND SHAii BF -ATTENDED BY All REPRESFNTATIVFS
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPFCTS QF THE WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK ( 760-602-2740) AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL 8£ PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. All INSPFCDQN RfQl/fSIS QTHFR THAN FOR PRFCQNSTRUCTIQN MIT11NG WJ/ t BF
MAD[ BY CAI /fNG THF FNGINITRING ~4 HQ/JR /NSP[CTIQN RFQl![ST /IN[ AT
(760) 438 3891. INSf'ECUON REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE TH£ INSPECTION IS NEEDED. INSPECTIONS 1!1LL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MAO[ AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFE.TY DE.VICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANO REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE 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
MORE IN DEPTH AND APPRO\lfD BY TH[ CITY [NG/NEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION, If THE Pl AN VARIES [ROM TH[ SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8
CALIFORNIA ADMINISTRA T/V£ COO£ THE PLAN SHALL & PREPARED 8Y A
REGISTERED FNGINITR AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BE.EN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND TH£
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM TH[ CITY
[NG/NEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON TH[ SITE OR ADJACENT THERETO, INCLUDING
WARMING UP. REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EOUIPMf:NT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE. PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA YS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE. ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF SITE HAUL ROUTES SHALL B[ SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MA TERI AL SHALL BE
DEPOSITED AT, A SITE APPRO\lfD BY THE CITY ENGINEER. THE CONTRACTOR
SHALL 8E RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING Al ONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF TH£ GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY 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 HAVE. 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
SURFACE AND CROSS SECTION TH£ SITE SHALL BE LEFT IN A NEAT AND
OROERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINE.ER.
27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYOROSE[DEO
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE.
AS SHOWN ON THE. APPROVED GRADING PLANS.
28, LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOP£$ AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, 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 TH[SE 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 THE LANDSCAPE. MANUAL TIME REQUIREMENT.S.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIP[ WITH A MINIMUM
0-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY 8[
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FE.ET AND BACKFILLED WITH 3/4"
ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE..
31. WHERE AN EXISTING PIPE LINE. IS TO BE. ABANDONED AS A RE.SULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED 1!1THIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERL y COMPACTED SOILS. IN orHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR RE.MOVED AS APPROVED BY
THE CITY ENGINEER.
32. TH[ CONTRACTOR SHALL VERIFY THE. LOCATION OF ALL EXISTING FACILITIES
( ABO\lf GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF TH[ GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. TH£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800) 422-4133
SDG&E (800) 660-7343
PACIFIC BELL (800) 892-0123
ADELPHIA CABLE COMMUNICATIONS (760) 438-7741
COX COMMUN/CATIONS (760) 806-9809
CITY OF CARLSBAD (STREETS & STORM DRAIN) (760) 434-2980
• CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) (760) 438-2722
• SAN DIEGU/TO WATER DISTRICT (760) 633-2650
• LEUCADIA WASTEWATER DISTRICT (760) 753-0155
• VALLECITOS WATER DISTRICT (760) 744-0460
• OLIVENHAIN WATER DISTRICT (760) 753-6466
• BUENA SAN/TA TION DISTRICT (760) 726-1340
'AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLICANT H/R[S A CIVIL ENGINEER,
SOILS ENGINEER. AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {11.06.190(8)/
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE. CITY ENGINEER VIA THE.
PROJECT INSPECTOR {11.06.190(8)/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINE.ER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE. INSTALLED IN CONFORMANCE. WITH CITY
CODE ANO THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF TH[ SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TEST.S, THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE.
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDA T/ONS OUTLINED IN THE PRELIMINARY SOILS REPORT
ANO ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE a~ .
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER TH[ CITY ENGINEER'S APPROVAL, THESE. PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. TH[ SOILS RE.PORT TITLED PROPOSED FIVE UNIT CONDOMINIUM COMPLEX
CASA LAGUNA II 658 & 660 LAGUNA DRl\lf CARLSBAD CA. TENTATIVE TRACT
MAP No. 01-05 , PREPARED BY NORTH COUNTY COMPACTION ENGINEERING INC.
, DATED APRIL 2 2003 AND SHALL BE CONSIDERED AS A PART
OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE 111TH THE
RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE 0\/fR THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT TH[ DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK,
RESPONSIBILITIES FOR PROJECT DESIGN
FIRM: E RICCI CIVIL ENGINEERING
ADDRESS: __ ..c10_1_4_W._._W..;_A.c.S;.;.Hc../Nc..:G_c.c.O;.;.N_S:...T.;.;.. ____ _
CITY, STA TE: SAN DIEGO, CA. 92103
TELEPHONE: (619) 296-3183
BY THE
OF MY
BY: ---'~~=~=· ~...:c..J:"?.._,,c._l,,..Q_.,,..,,.,._.·(?c_;:,;._.◄◄-·ffi/CKL. RICCI
DA TE: __ /,_t:?.~0_'4_/c_o_4~
R.C.E. NO.: 32103
REGIS TR AT/ON EXP/RATION DAT£: __ '-=12--..,,3"-1_-.,.0z4 ___ _
SOILS ENGINEER'S CERTIFICATE
/, DALE R. REGLI , A REGISTERED CIVIL
ENGINEER OF THE. STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOILS MECHANICS, HERE.BY CE.RT/FY THAT A
SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BE.TWEEN THE DA TES OF
ll'J/91tc.# / 7 , 2QQ.J... ANDl'tl'AI'-Abi9b'.!r 1 ~ , 2003. TWO
COPIES OF TH[ SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO TH[ OFFICE OF THE CITY
ENGINEER.
SIGN[D:
P.E. NO.:
LICENSE EXP/RATION DA TE:
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS £NG/NEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE. {)
/A. J)J ~~ > Sepfc.,.<,e,-1c;, lµ/f
H. DAVID BUCKMASTER DA TE
CASA LAGUNA II, LLC
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INDEX MAP
1" = 40'
NOT TO
SCALE
CITY OF VISTA
VICINITY MAP
NOT TO SCALE
LEGAL DESCRIPTION
A PORTION OF LOT 1 IN SECTION 1, TOWNSHIP 12 SOUTH,
RANGE 5 WEST, SAN BERNARDINO ME.RIO/AN, CITY OF CARLSBAD,
IN THE. COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA ACCORDING
TO OFFICIAL PLAT THEREOF.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY PHOTOGRAMETRIC
METHODS FROM INFORMATION GATHERED ON JUNE 9 2000 BY CHRIS NELSON
& ASSOC/A TES. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL
MAP ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITl'i/N ASSESSORS PARCEL NUMBER(S)
155-223-20
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N' .,. ''---~"~'="------
i
BENCH MARK
DESCRIPTION: 2.5" DISK STAMPED CLSB-130
LOCATION: SE.COR. OF DRAINAGE BOX INLET AT END OF CURB
RETURN AT NE. OOR. OF GRAND & WASHINGTON ST.
RECORDED: 5/13101
[L[VA TION· 4n_ 01 DA TUM: M.S.L.
SHEET INDEX
NO
1
2
3
4
DESCRIPTION
TITLE
GRADING PLAN
GRADING PLAN
EROSION CONTROL
40' o· 40' ~--~ I I
SCALE: 1" = 40'
ABBREVIATIONS:
DESCRIPTION
FLOW LINE
CATCH BASIN
IN\lfRT ELEVA T/ON
GUTTER
FINISH FLOOR
UNIT NUMBER
GARAGE. FLOOR
CURB AND GUTTER
FINISH GRADE
TOP OF CURB
EXISTING GRADE
FINI SH GR ADE.
FINISH SURFACE
RIGHT or WAY
TOP OF WALL/BOTTOM OF WALL
TOP OF GRATE
PLANTER AREA
CURB ONLY
STORM DRAIN
HIGH POINT
POINT OF CURB RETURN
SCHEDULE
AREA DRAIN
80'
I
ABBREVIATION
F.L.
C.B.
I.E..
G.
F.F.
U-4
G.F.
C.B.&G.
F.G.
T.C.
E.G.
F.G.
F.S.
R/W
T.W. I B.W
T.G.
P.
CB.
s.o.
H.P.
P.CR.
SCH.
A.D &
EARTHWORK QUANTITIES
CUT: 360 CY
FILL: 360 CY
IMPORT: 0 CY
EXPORT: r CY
REMEDIAL: 2 000 CY
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
RE.ME.DIAL GRADING, ORA/NAG£ FACILITIES, £ROS/ON CONTROL FACILITIES, ANO
PLANTING OF PERMANENT LANDSCAPING AND PRE.PARAT/ON OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS ANO REPORTS. ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS. SPECIF/CATIONS. REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK $HALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY TI/E CITY
ENGINEER.
1.
2.
3.
4.
5.
CARLSBAD MUNICIPAL CODE
CITY OF CARLSBAD STANDARDS
THIS SET OF PLANS
RE.SOLUTION NO.'S 5614 & 5615 DATED MAY 5, 2004
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT ANO RECOMMENDATIONS BY __ ~D~A~L=E~R~-~R~E=G=LI __ _
_____ DA TED APRIL 2 2003
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. LOCAL COASTAL DEVELOPMENT PERMIT, CDP 03-30, CONDITIONS
DA TED MAY 5, 2004
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED -~(E~X=EM_P_T~) __
10. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIF/CATIONS FOR WATER,
SEWER AND RECLAIMED WATER.
LEGEND
DESCRIPTION DWG.NO.
EXISTING CONTOUR
PROPOSED CONTOUR '
6" CURB ONLY G-1
TYPE G CURB AND GUTTER G-2
RETAINING WALL G-1 (BY SE.PARA TE PERMIT)
STORM DRAIN PIPE 10" P. V.C. C-3
HEADWALL 0-32
NEW BUILDING EXTERIOR FACE
CATCH BASIN, 24" x 24" S££ DE.TAIL SHT. 3
AREA DRAIN
SURFACE WATER FLOW DIRECTION
GRADED EARTH SWALE
PROPER TY LINE
UNIT LINE
24" CONCRETE SWALE
FINISH GPADE, FINISH SURFACE.
SPOT EL[V.
EXISTING GRADE.. SPOT ELEV.
CUT & FILL LINE
SEE DETAIL SHT. 3
& DRAINAGE CELL ( ~ETENTION BOX)
PLANNING DEPARTMENT APPROVAL
SYMBOL QUANTITY
--40
~
--------------
=====fl
liiil •
-ir.-----
~ r
11 AS BUIL T 11
272 L.F.
105 L.F.
40 L.F.
4 L.F.
1 EA.
1 EA.
77 L.F.
------------DATE, ___ _
(5l6Nf:O) {;24.i&.-<. £ w-ru· ////4/05
MICU/1£LJ. HOLZMILLER, PlAN,VIN6 DIRECTOR RCE '51'103' EXP, /2-:5/.0ta DATE
------------!)Aft?: ___ _
(5/GNcO}
Rl:COMM6VPcPBY: ___ ~~-=----(Pl<WT #AM£} 1-!NSf'"[CTDR
~k--/4C
DATE
l---+------+-----------J....---.j--+--+-----I I SH1EET I CITY OF CARLSBAD I SHE4ETS I
:==='..'::==E:::N:::G::::IN:::E:::E:::R:::l:::NG:::::D:::E:::P:::A:::R:::T M:::E:::N:::T==::....:==='.
GRADING PLANS FOR: 658-660 LAGUNA DRIVE
CASA LAGUNA II
A'J< ~~~ f\ 8. HUB~S ,. f1. 0.-ioh'( /6..,
cf'<.Y ENGINEER .c\E . ..23GB!l' EXPIRES"• -J• DArE
AS-BUILT
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: -rm-b-I PROJECT NO. I DRAWING NO. 2t~8 ~~; '"'. -. MS 04-03 421-2A
1 O' O' 1 o' 20' ~L-I I_I I
SCALE 1'' = 1 O'
NOTES:
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1. FOR ANY WORK WITHIN LAGUNA DRIVE R/W SEE IMPROVEMENT PLANS DWG. No. 404-4
~
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2. VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES BEFORE COMMENCING ANY WORK.
INFORMATION SHOWN HEREON IS APPROXIMATED.
3. DO NOT DISTURB ANY OF THE EXIST. UTILITY RISERS OR BOXES ALONG THE PROPERTY FRONTAGE.
4. REMOVE EXIST. FENCE AND EXIST. STRUCTURES. SEE DEMOLITION PLANS BY OTHERS.
\
\
15'
•• •
~
F.G.
SETBACK
. \s• HIGH-8"BLOCK
WALL
BENCH MARK:
DESCRIPTION 2,5'.' DISK STAMPED CLSB 130
6"CURB
LOCATION: SE. COR. OF DRAINAGE BOX INLET AT THE END OF CURB
RETURN AT NE COR OF GRAND & WASHINGTON ST
RECORDED· s 11, /n1
ELEVATION: 40.91 DATUM: M,S,L
EX,
F.F.
ffi
BLDG.
7 1 ·7 ..,,) ~
0 E RICCI, CIVIL ENGINEERING
CIVIL ENGINEERING.-SURVEYING * LAND PLANNING
1014 W. WASHINGTON STREET
SAN DIEGO, CALIF. 92103-1808
(619) 296-3183
DESIGNED BY: M.A.B.
DRAFTED BY: ___ .,,Mc,:.A,,,.B,,_. _____ _
ENGINEER OF WOR~·4?-'CMA"'!C2-'c!c' DATF·A2-4-0d
ER K L. RICCI. R.C.E.32103
JOB No. 03-1001 SHT 2 OF 4
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INSPECl'oR
;,f'f4rt-
DATE
,t-/4,
DATE
1----+-----+-------------+---+--+---+---I I SH2EET I CITY OF CARLSBAD I SHE4ETS I
~=='-'==::::E::N::G'::INc::E:c:E::R:':l:::::NG::::::::D::::E:::P::A::::R::TMc::E:c:N::T==:::'....':==~
GRADING PLANS FOR: 65B-B60 LAGUNA DRIVE
;.,:,,.~ t;,, . .,. /1\ ·AS -BUILT
DA TE INITIAL DATE INITIAL DA TE INITIAL
ENGINEER OF WOPK REVISION DESCRIPTION OTilER APPROVAL CITY APPROVAL
CASA LAGUNA II
A~ ~PVF, >: l,LO'r() B. HUBBS
,,,,,, .... ' I l_)\,J.. ··-·•,
d:IT ENGINEER R. E. ·, cXPIRES
OWN BY: ·
CHKD BY: I..\ 1..1'1
RV'ND BY: ,.,LY
PROJECT NO.
MS 04-03
DRAWING NO.
421-2A
' '.102.804
1 o· 10· 20'
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SCALE 1"= 10'
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B":BLOCK WALL
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TOP OF. GRATE ELEV.~AST IRON GRATE
SHOWN ON PLAN TRA~i\-~J ~rIs~~
EXTENSIONS
,-,,-,,--;,-n-l,-r,-,
12"x 12" PRECAST
CONCRETE DRAIN BOX
SHowrf-0di ~~~
P.C.C. BLOCK'
FOOTING
24"x24" CATCH BASIN
N.T.S.
•
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24" 24" c. B.
TOP GR. 41. 50 \F. L. 40. 50
DETENTION BOX
AREA
DRAIN ,,. "" ,,. ·o ·o
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-------------
PUBLIC UTILITY
\ N CL Vl A-N-D -ACC E-S-S -E-AS_E_M E-NT----\7J,
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SEE
EASEMENT NOTES:
1. EXISTING S.D.G.&E. EASE.
REC'D DEC. 21, 1948, BOOK 3056,
PAGE 253 O.R. (NO WIDTH GIVEN)
2. PROPOSED PRIVATE DRAINAGE
EASEMENT
BENCH MARK:
DESCRIPTION: 2.5" DISK STAMPED CLSB-130
No. 2
LOCATION: SE. COR. OF DRAINAGE BOX INLET AT THE END OF CURB
RETURN AT NE COR PE GRAND & WASHINGTON ST,
RECORDED· 1
ELEVATION· 40.91 DATUM: M,S,L.
. :· .'.13. 75'
4'PRIVATE.£..-----r
DRAINAGE
EASEMENT
EX.
F.F.
LOT 14
BLDG
43.27
, EXISTING 6'x1 o' PRIVATE
; DRAINAGE EASEMENT
BLDG
' /, .............. _,
i .. ,.
REQUIRED)
AREA
DRAIN.
0 E RICCI, CIVIL ENGINEERING
CIVIL ENGINEERING * SURVEYING * LAND PLANNING
1 014 W. WASHINGTON STREET
SAN DIEGO, CALIF. 92103-1808
(619) 296-3183
DESIGNED BY: ___ M~,~A-~B·~-----
DRAFTED BY: ---=M-~A-=B~. _____ _
ENGINEER OF WORK:~..\":'Q'..,,hATE: IO·</•O(J.
ERICKL.R'cci. R.C.E.32103
JOB No. 03-1001 SHT 3 OF 4
3-,o~ ;,-R
DATE INITIAL
ENGINEER OF WORK
/l\ AS-BUil T
EXIST.
GRADE
GARAGE
UNIT 2 g•
EXIST. F.G.
SECTION A-A
N.T.S.
24' PUBLIC UTILITY
& ACCESS EASEMENT
24'
12' I 12'
I
I
5' 1 o' 5'
7' I
4'
U-3
BLDG.
F.F. 43.27
-
2' ~
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LANTER
4.0'S/W i--3'1 2.00' PLANTER
-
PAVING SECTION
s
s, ON
D
6" CONCRETE WITH #3 BAR
ON 18" CENTER, BOTH WAY
12 INCHES OF RECOMPACTE
NATIVE SUBGRADE SOIL CO
TO A MINIMUM OF 95% OF
MPACTED
MAX.
DRY DENSITY -
2% ----~·,._,.-.,
4•-0w
8" P.V.C.
WATER MAIN
-w f-~WI >> 0 er: er: '-.. ID 0.. 0 u ID ~~ u
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SEWER MAIN
E.
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C.
G.
DATE
It
0.25' OPENING I
ALONG FENCE
(MIN.)
--
EXIST./
GRADE
INITIAL DATE
SECTION B-B
N.T.S.
FENCE
4'
MIN.
0.1'
[MIN.
----
INITIAL
FINISH
GRADE
SECTION C-C
N.T.S.
11 AS BUIL T 11
~-,.,,,, ~ 0 '.:!I:•·, I I {Atl!2::?
RCEMICJ3 EXP, ,'&11\~b.1, DATE
REVIE',JED BY:
I~T~
:,/,,/',~
DATE
I SH3T I CITY OF CARLSBAD I SH4TS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR: 656-660 LAGUNA DRIVE
CASA LAGUNA 11
APP~ ~ ({:] HUBBS ~ / U' . ••o" ~ .,., 6~
Cln<--NGINEER R.C.E. ~ EXPIRES ,~ E
DWN BY: PROJECT NO. DRAWING NO.
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CHKD BY:~
RVWD BY: ~ MS 04-03 421-2A
I
)
102804
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED,CONTACT DAVID BUCKMASTER
(PHONE NUMBER) 760-720-6099 (CELLULAR)
AT
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER 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 WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE fNCORPORA TED 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 PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE flVE (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 GERM/NAT/ON OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90?. COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE 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 SECTION 212 OF THE STANDARD
SPEC/FICA TIONS AND THE FOLLOWING:
A. H YDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) DR STEEPER
WHEN THEY ARE:
o. THREE 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 THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCH[DULED FOR IMPROVfM[NTS(CONSTRUCTION OR GfNERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HfGHL Y
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRAD[D 6: 1 OR STEEPER AND THAT ARE:
a. THREE 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 100?. COVERAGE.
b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROV/0/NG 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE fRRIGA TION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3. fRRIGA TION SHALL MAINTAIN THE MOISTURE LEVfL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE 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. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MfLLEFOLIA
e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTE:D ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICUL TU{?E CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLl[D AT THE RA TE OF NO L[SS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. 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 CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH
15?. SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFfCffNTL Y FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SA TURA Tl;:D SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
E. HYDROSEEDED ARfAS 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 AND ALL BONDS
RELEASED.
'
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SCALE 1"= 20'
LEGEND
DESCRIPTION STD. DWG. QUANTITY SYMBOL
STABILIZED
CONSTRUCTION
ENTRANCE
GRAVEL BAGS
SILT FENCE
HYDROSEEDING
TC-1
SE-6
SE-1
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
1 EA.
260 EA.
231 L.F. • ■ ■ ■ ■
2. STAPLE WfR[ FENCING TO
THE POSTS.
_.......,...._ ----~
/_..--/"
~~
3. ATTACH THE FILTER FABRIC TO
THE V,,RE FENCE AND EXTEND IT
INTO THE TRENCH.
4 IN (10 CM)
4. BACKFILL AND COMPACT TH[
EXCAVATED SOIL.
0-----® SILT FENCE
NOT TO SCALE
EXIST. CUR8 INl..f ;-WIRE SCREEN
NOTE;
MATCH
EXIST.
GRADE
I
SEE
DETAIL "A"
LAGUNA D R I V E REMOVE PORTION OF EXIST.
CONC. WALL, S/W, CB/G, AND
EXIST. DWY FOR INSTALLATION
GRAVEL BAGS OVERLAP
ONTO CURB ')
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
(SE[ DWG. 421-2,SHT.2)
J FT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BA GS BARRIER A NOT TO SCALE
OF STABILIZED CONST. ENTRANCE
CRUSHED AGGREGATE GREATER THAN 3'
BUT SMALLER THAN 6'
CORRUGATED STEEL PANELS
12' MIN. UNLESS OTHER'w'ISE
SPECIFIED BY A SOILS ENGINEER
SECTION 8-B
N.T.S.
ORIGINAL
GRADE
FILTER FABRIC
CRUSHED AGGREGATE GREATER THAN 3'
BUT SMALLER THAN 6'
FILTER FABRIC
12' MIN. UNLESS □THER'wJSE
SPECIFIED BY A SOILS ENGINEER
SECTION E-E
N.T.S.
ORIGINAL
GRADE
GRAVEL FILTER
RUNOFF
WATER WITH
SEDIMENT •
, FIL TER[D WATER
\__ DROP INLET
V,,TH GRATE
~--coNCRETE BLOCK
C BLOCK-SCREEN-GRAVEL SILT BASIN
:.,u: . ~C2·ac.·
No 31?103 -. N,'f!/·04
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NOT TO SCALE
11 AS BUILT"
(C)A,,;Q(L )e_ C2 ·,,w,;
RCE :3~1{!3 EXP. /2-,3/-o,f,
• INSPEC
1/-/4-0o
DATE
Ut-/4c
DATE
1----+----+-----------t-----,---+----+---t I SH4EET I CITY OF CAR LS BAD I SH4EETS I
ENGINEERING DEPARTMENT :=:==-============-===: EROSION CONTROL PLAN FOR: 65B-660 LAGUNA DRIVE
CASA LAG U NA 11
ENGINEER OF WORK
1 AS-BUILT
REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
PROJECT NO.
MS 04-03
DRAWING NO.
421-2A
102804