HomeMy WebLinkAboutDWG 404-4A; CT 01-16; CASA LAGUNA; 01-04GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTf:FI 11.06 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSI. Y APPROYro BY THE CITY
OF CARLSBAD REGARDING GRADING SHOMIN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA/1/E" ANY PORTION OF 11-1£
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL. CITY
STANDARDS OR OTHE:R ADDITIONAL DOCUMENTS USTE:D HE:RE:ON AS 11-/EY MAY
PERTAIN TO 11-1/S PROJECT. TH£ ENGINEER IN RE:SPONSIBLE CHARGE SHALL
REVISE THESE PLANS IW-IEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEV£LOPER OR ENGINffR-OF-
WORK FROM RESPONSIBILITY FOR 11-1£ CORRECTION OF ERRORS AND OMISSIONS
DISCOIIE"RED DURING CONSTRUCTION. ALL PLAN Rf:VISIONS SHALL 8£ PROMPn. Y
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL 8£ Rf:QUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CE:R11FICA TE OF INSURANCE MUST BE FILED NAMING 11-/E: CITY OF CARLSBAD AS
AN ADD/TIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE: OF LIABILITY. 11-1~ IN~RAfzf:
COMPANY 'M?l11NG THE POLICY l,fUST HAV£ A RA71NG Of "A AN _A _
CATEGORY OF CLASS VAS ESTABLISHED BY "Btsrs" KEY RATING GUIDE
5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF 11-/E UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBUC RIGHT OF WAY RE:QUIRE SEPARATE
PERMITS FRO/vi THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE: COMMENCED UNTIL ALL PERMITS HAVE 8££N OBTAINED FROM
TH£ CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY 11-1£ CITY ENGINEER DOES NOT AU1HORIZ£ ANY
WORK OR GRADING TO 8£ PERFORMED UNTIL TH£ PROPERTY O'MIER'S PERMISSION
HAS BEEN OBTAINED AND A VAUD GRADING PERMIT HAS BEEN ISSUED.
8. NO RE:VIS/ONS WILL 8£ MADE TO THESE PLANS WITHOUT THE Wl?ITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE: REVISION BLOCK, ON THE
APPROPRIATE SHEE:T OF TH£ PLANS AND THE 11n.E SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME TH£ PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINE:ER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT COND/TIONS
BY TH£ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR F/Rf: AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. IW-IERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COi.iPR/SEO
OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHffTS AND (C) COMPACTION
CURV£S, SHALL BE SUBMIT'rE:D BY A PROffSS/ONAL ENG/NffR OF THE: STATE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE F/El.D OF APPUED SOILS
MECHANICS. THE SOILS Rf:PORT WILL BE SUBMITTED TO 11-1£ CITY ENGINITRING
INSPECTOR WITHIN TWO WORKING DA I'S OF TH£ COMPLETION OF FIEl.D TESTS.
13. A SOILS COMPACTION REPORT AND COI./PLJANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDA 110NS OUn.lNED IN THE SOILS Rf:PORT 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 CALIFORNIA PRINCIPALLY 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/CATIONS AND THE
• EARTHWORK SPECIFICATIONS • ATTACHED TO THE PREUMINARY SOILS
INVES11GA 110N. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR.
14. A PRECONSIR(JCJ70N MEE71NG $HAIL R£ HEl Q AT lHf SlIE PRIOR TQ ZHE
RfGfNNING Of WORK AND SHAI I Rf A TTENQFQ RY Al t Rf PRESENTA IlllfS
RESPONSIBLt FOR CONSTRUCTION. INSPEC11Wfn SUPERVI~~ TESTING AND ~ OT1-IFR A<;P _t:;7:s Of 1HF WORK .THt CON7RAC SHA[[ S HE; OLE THE MEE11N
THROUGH THE PERMIT CLERK ( 760-602-2340 ) AT LEAST FIVE(5) WORKING
DA I'S PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDUUNG. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. All {NSPEC11QN REQIJESTS QIHfR IHAN FOR PRECQNSIRl/CilQN MffilNG 111/ t Rf
MAQf RY CAIi /NG TI-ff ENG{NffRING 24-HQIIR {NSPfCDQN REQUEST 1 /NF AT
(760) 438-3891. IN5PECT1QN REQUEST MUST BE RECEIVED PRIOR TO 2· OQ P.M,
ON THE DAY BEFORE THE INSPECTION IS NF;EDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DA I'S LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEV£LOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,· INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL.
STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAl!S AND REGULA 110NS.
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
EXCAVA 110N OF SUCH TRENCH OR TRENCHES OR DURING 11-/E PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION If THE PLAN VARIES fflOIJ ZHf Stf()RING S)'.S]Fll
STANDARDS ESTABLISHED BY THE CQNS1RUCTION SAFETY ORDERS. Il1Lf B
CALIFORNIA ADM(NIS1RA Ill'£ CODE, THE PLAN SHAU, Bf PREPARED BY A RFGISTERED ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE: OSHA
EXCA VA T10N PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA 110N.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VAUD BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCA 110N FOR BLASTING PERMIT WELL IN ADVANCE OF 11-/E SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCQ',f;REQ ttlTHlN ANY I\PRK AREA
DURING CONSTRUCTION, OPERATIONS mu, CEASE 11.{MfQIAfilY, AND THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS l\'ILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEJVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT 7HERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS.
E:ARTHMOVING EOUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE UMITED TO THE PE:RIOD BE7MIN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOUDA\'S. (A UST OF CITY
HOLIDA I'S IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. AU Off-Silt HAUL ROUTES SHALL BE SUBMITTED BY 1HE CONTRACTOR TO ZHf
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DA )'.S PRIOR TO BfGINN/NG OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SIT£ APPROVED BY THE CITY ENGINEER. ]Hf CONTRACTOR
SHAU, BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES QR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVE:D ONLY WITHIN THE AREA TO 8£ GRADED. NO TREES ARE
TO 8£ REMOVED UNLESS SPECIACALL Y NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERM/m:D. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROvro SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHO'MI AND AS APPROVED BY
THE Cl TY ENGINEER OR AS DIRECTED BY 11-/E PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE: AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY 1HE CITY £NG/NEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME IW-IEN ~ SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE: APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SI.OPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, TH£ LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 1Q4-4A , AND/OR AS DIRECTE:D BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURf: THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHO'MI ON 8011-1 11-/E LANDSCAPE
AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
WORK TO BE DONE
J
JO. STORlot DRAIN PIPE SHALL BE REINFORCED CONCRE'Tf: PIPE llfTH A MINIMUM • D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15• P\,c MAY BE
U11UZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4"
ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS AS71,1 STANDARD 3034 FOR
SDR 35 SOUD WALL PIP£.
I SH EET INDEX
THE GRADING l'IORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS.
REMEDIAL GRADING, DRAINAGE FACIUTIES, EROSION CONTROL FACIUTIE:S, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARA 110N OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
31. IW-IERE AN E:XISTING PIPE UNE IS TO 8£ ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL 8£ REMOVED WITHIN TIIE'NTY FEET OF BUILDING
OR STREET AREAS AND REPLACED Wl1H PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINITR.
32. TH£ CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACIUTIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFIC1£Nn. Y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DA I'S PRIOR TO STARTING GRADING NEAR THEIR
FACIU11ES AND SHALL COORDINATE THE WORK l'ATH A COMPANY REPRESENTA 11VE.
UNDERGROUND SERVICE ALERT 1-B00-422-4133
SDG&E (76~43B-6200 PACIFIC BELL (760 489-3441
DANIELS CABLEWSION (76 ))43B-5241
CITY OF CARLSBAD(STREETS ,t STORM DRAIN) (766)602-2720
'CARLSBAD MUNICIPAL WATER DISTRICT
(SEVER, WATER & Rf:CLAIMED WATER)
'SAN DIEGUITO WATER DISTRICT
'LEUCADIA COUNTY WATER DISTRICT
'VALLECITOS WATER DISTRICT
U/1/E"NHAIN WATER DISTRICT
BUENA SAN/TA 110N Dl!TRICT
AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREl,/ENTS:
876~438-2722 760 753-1145
76D 753-0155
(760 744-0460
(760 753-6466
[760)565-5657
A. [OR CQNI'W' ( m GRAD/~ -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL AD VICE,
OBSERl!E" AND CONTROL THE WORK IN PROGRESS (fl5.l!)j
CARLSBAD MUNICIPAL CODE. [11.a,. t9of13)5
B. PRIQR IQ f/NAL APPROVAL Of A GRADING P{RAIIT -THE FOO.OWING
REPORTS MUST 8£ SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR (Ill. I~ CARLSBAD MUNICIPAL CODE:
l.1/.0~.l'>OaJ){
U-8 (TYPE-A)
~-5 (TYPE-C) \ \ r!=~~ , _ I
0 I ../,/ i-l---l~•~_:;;_::.::t,,.:::.:;-11 -n
"' I I I I h';:=:=..':[f=uJ ~ I I' u-~s) I t I u-a (TYPE-A)
-~I ---"""'"""~~tt-_J. -MATCH LINE -,-
1
---u-10 (TYPE-Bl
N I ~ U-3 (lYPE A) ~ I 111= ~ 1~ _J ~._,;-;;L.n=~r-1
:i:: I >-
(/) I I L1J= I ~~
I -U-2 (M'E-A) I
I
"'
CH LINE
•
I
I
I
I'
U-1 (!YPE-B) I
w__lJJ.r.:.rj~_,JL.Jr"'--...J I
If-i--l_u_-_,,_cr_t'PE_-_•_> +--'-II
I = ~: I u-12 (TYPl!:-Al
,\ ~'----r--,--'I [l-J I .
\
r
I
t \'LAGUNA
NJJ.
1
2
J
4
(I) ANAL REPORT 8 Y SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL. SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE v.lTH CITY
CODE AND THE APPROYro PLANS ( OBTAIN SAMPLE OF COlotPUANCE
LETTER FROlot CITY ENGINEERING DtPARTMENT).
------..a.. - -
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, ~/CH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSII/E" QUALITY OF THE SOIL. AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE: SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQU/Rf:MEN TS AND
RE:COMMENDA TIONS OU1UNED IN THE PRElJMINARY SOILS REPORT
AND ANY SUPPLEl,/ENTS THERETO.
( 4) REPORT l'ATH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED l'ATHIN ONE (1)
YEAR AFTER THE CITY ENG/NffR'S APPROVAL. THESE PLANS MAY BE REDUIRED
TO 8£ RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REDUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS RE:PORT Tin.ED OTECHNICA REPORT 7 NA R. CONDOMINIUM
AND UPDATE SOILS INVEST/GA TION NSPEC110N PROPOSED CONDOMINIUMS DEVELOPMENT
670 LAGUNA DR/~ PREPARED BY AGRA AND NORTH COUNTY COl,ffAC71QN ENGINITRING
INC .• DA TED AUGUT 24. 200l>AND AUGUST 7. 2002. SHALL BE CONSIDERED AS A PART
OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPEC/FICA 110NS CONTAINED IN SAID SOILS REPORT.
"DECLA.RA.TION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE Ovf:7? THE DESIGN OF 11-/E PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAllfNGS AND SPE:CIFICA»ONS BY 11-/E
CITY OF CARLSBAD DOES NOT RElJEVE ME. AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
ARM: £. RICCI CIVIL £NG/NEERING
ADDRfSS;_......;1c.;;0.;..14;;....;;W.c....-"W."'-~"'Sli'-"lc..:'N.;::.Gc..:TON:c..;_.;::.Sc..:T. ____ _
·~..e:S.:;..A.:.:N_,D:c:IEi::00:..=!., _,C:;..A::. • ..e:9=2.:.:1 O:.:'J;__ ____ _ CITY, STA TE:-
(619) 296-'JIJJ _____ _ TELEPHONE:--~-'------.,,,
ar: (O,u:e1< £Oro-,
ERICK L RICCI
DATE:_--'-/'-/-'-7'-•_.QZ,..._ __
R.C.E. N0.: ___ _:::32:,:.1:.:03:::._ ________ _
REGISTRATION EXP/RATION DA T£; _ _,.12i.:.;;.,J"l-=<O:f:r._ __ _
SOILS ENGINEER'S CERTIFICATE
"
INDEX MAP
SCALE:
CITY OF' OCEANSIDE
7(1
CITY OF VISTA
~
CITY OF' . .:,...--,~ SAN MARCOS
OCEAN
CITY OF ENCINITAS
VICINITY MAP
NOT TO SCALE
LEGAL DESCRIPTION
A PORTION OF LOT 1 IN SECTION 1, TOWNSHIP 12 SOUTH, RANGE 5 M£ST,
SAN BERNARDINO MERIDIAN ACCORDING TO THE OFFICIAL PLAT THEREOF.
SOURCE OF TOPOGRAPHY
DESCRIPTION
Tln.E
GRADING PLAN
GRADING PLAN
EROSION CONTROL
40'
DESCRIPTION
E:XISTING CONTOUR
6" CURB ONLY
o'
SCALE:
40'
7" = 40'
DWG.NO.
G-1
G-2
G-1
C-J
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH 7HE FOLLOWING
DOCUME:NTS, CURRENT AT THE TIME OF CONSTRUC»ON, AS DIRECTED BY TH£ CITY
ENGINEER. \,
1.
2.
J.
4.
5.
6.
7.
80' B.
9.
10.
CARLSBAD MUNICIPAL CODE:
CITY OF CARLSBAD STANDARDS
THIS SET OF PLANS
RESOLUTION NO. 5182 DA TED JUNE 5, 2002
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
SOILS REPORT AND RECO/vlMENDA TIONS BY DALE R. REGU
____ DATED AUGUST 7. 2002.
7HE SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY 8£ MODIFIED BY
7HE CITY OF CARLSBAD STANDARDS.
CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DA TED ~ 5. 2002
ENVIRONMENTAL APPROVAL DOCUMENTS DA TED MARCH 7, 2002
THE CARLSBAD MUNICIPAL WATER DISTRIcrs STANDARDS AND SPEC/FICA TIONS FOR WATER,
SEllf:R AND RECLAIMED WATER.
LEGEND
SYMBOL
_-40---
--------------
----------
QUANTITY DESCRIPTION
890 LF.
110 L.F.
40 LF.
557 L.F.
195 L.F.
34 LF.
1080 S.F.
Fl.OW LINE
CATCH BASIN
INVERT ELEVATION
GUTTER
FINISH Fl.DOR
UNIT NUMBER
GARAGE Fl.DOR
CURB AND GUTTER
FINISH GRADE
SYMBOL QUANTITY
F.L.
C.B.
I.E.
G.
F.F.
U-4
G.F.
C.B.&G.
F.G. NEW BUILDING EXTERIOR FACE
CATCH BASIN, 12" ,c 12" SEE DETAIL SHT.2 IOI 9 EA.
2 EA.
TOP OF CURB T.C.
TYPE I CATCH BASIN, 24" x 36" D-29
SURFACE WA T£R FtOW D/Rf:CTION Lt_
GRADED EARTH SWALE
PROPERTY LINE
UNIT LINE
36" CONCRETE SWALE SEE DETAIL SHT. J
FINISH GRADE. FINISH SURFACE
SPOT ELEV.
E:XISTING GRADE, SPOT ELEV.
MASONRY RETAINING WALL
[[]
--
395 S.F.
88 L.F.
C CUT ,t FILL UNE ---//---
12• CONCRETE
DRAINAGE DITCH
SEE DETAIL SHT. J
6" ( a" PV.C. AREA DRAIN
WITH GRATE
6" P. V.C. STORM DRAIN CLEANOUT (PRIVATE)
F
I[)) 8 EA. Lt_
)?==== 1 EA.
11
11
E:XISTING GRADE E.G.
FINISH GRADE F.G.
FINISH SURFACE F.S.
RIGHT OF WAY R/W
TOP OF WALL/1:!0TTOM OF WALL r.w. I e.w.
TOP OF GRATE T.G.
PLANTER AREA P.
CURB ONLY CB.
STORM DRAIN S.D.
HIGH POINT H.P.
END OF CURVE E.C.
BEGIN CURVE B.C.
POINT OF REVERSE CURVE P.R.C.
POINT OF CURB Rf:TURN P.C.R.
Rf:CRf:A TIONAL VEHICLE R.V.
SCHEDULE SCH.
GRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY . PHOTOGRAMfffl/C TOPO
METH
& AS
MAP
EARTHWORK QUANTITIES PLANNING DEPARTMENT APPROVAL "AS BUILT"
SIGNED:
P.E. NO.:
DA Tf:: __ .J.¢o<.S..C..,1.T;__ ... 1'r...l~,~l>.J¢..::C>~2,..._ ___ _
LICENSE EXP/RATION DA TE: 09/.J0/05
OWNER'S CERTIFICATE
I ( It£' ) HEREBY CERTIFY THAT A REGISTf:RED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RE:TAINED TO SUPERVISE: O\IE'R-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
U.fu(l~-
H. DAVID BUCKMASTER
THIS SITf:.
AICXJt..tt, I(, ~z_.
DATE
ODS FROM INFORMATION GATHERED ON JUNE 9. 2000. ' SOCIA TES. TOPOGRAPHY SHOWN
BY CHRIS NELSON
HEREON CONFORMS TO
ACCURACY STANDARDS.
JECT LOCATION PRO
THIS PROJECT IS LOCATED v.lTH/N ASSESSORS PARCEL NUMBER(S)
55-223-0B &: 09
CALIFORNIA COOROINA TE
1
11-/E N__. Me
CH MARK
INDEX OF THIS PROJECT IS:
E 1665
2.5" DISK STAMPED CLS8-1JO
.
BEN
DESCR
LOCA
IPTION: St. COR. or '!JltJ..)FJA~ 'Bo'J< tllU:T Ar 'lFJD '{Jr ~'Olm TION:
: B~f ti.E, Qf}_R, 0£. GRAtJ.Q ,t !l'dStt= s:z; RECORDED
ELEV, :A. TION: fO 91 DA TUM: · • ,
CARLSBAD MUNICIPAL WATER DISTRICT
~, vU, ~
WILLIAM ~ PL.UifMER e,u Hirtµ;!.
DA'rE
DISTRICT ENGINEER R. C. E. 28176
NATIONAL
1/5/04 E.L.R.
DATE INITIAL
ENGINEER OF WORK
CUT: 650 CY
liLAA·, P...., ~,122'½ 530 DATE:/[/ T' I tYZ.--0,...z,i.@ e C2-cc,; /@/04 FILL: CY
0 (81 )
IMPORT: CY ll!CHAEL l. HOJZll!UE~. PIJJINING DIRECTOR RCE ~~IQ~ EXP, liii:/~//Q4 DATE E:XPORT: 120 CY ~JJ1t,.-¼J~ 6,660 DATE: 11/7 /&'2-W@ REMEDIAL: CY ( NED)
s / r.,.,. I '7"'-( RECOllllENDED BY: -0 OMI: l.."C> L , ~I 12 !ii; 12 v I:
(PRIN'r NA111!) INSPECTOR DATE
I SH,EET I CITY OF CARLSBAD I SH4TS I ENGINEERING DEPARTMENT
GRADING PLANS FOR: 664-694 LAGUNA DRIVE
CASA LAGUNA
APPROVED: LLOYD B. HUBBS 6' r
/4C.:::.:~ ~ -;,,~. -u,/,5:/.:,;z.
CITY EN~ER R.C'.'--'2388<1 EXPIR•S 1?-31-05. DAT• /1\ AS-BUILT DWN BY:
I PROJECT NO. I DRAWING NO. DATE INITIAL DAlE INITIAL CHKD BY: ,_ CT 01-16 REVISION DESCRIPTION RVWD BY: ,~ 404-4A OTHER APPROVAL CITY APPROVAL
112202
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NOTES:
''.',',. 'UCA ... '. d) l ·>/i_lt()";./Ft=;
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42.,8
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.......
EX. WATER LATERAL
TO BE ABANDONED
.... -••"'''
1. FOR ANY WORK WITHIN LAGUNA DRIVE R/W SEE IMPROVEMENT PLANS DWG. No. 404-4
2. THE VERTICAL CURVES ( 40') APPLY ONLY TO THE NORll-1 SIDE OF LAGUNA DRIVE. THE CL REMAINS UN DISTURB.
3. VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES BEFORE COMMENCING ANY WORK.
INFORMATION SHOWN HEREON IS APPROXIMATED.
4. DO NOT DISTURB ANY OF 11-IE EXIST. UTILITY RISERS OR BOXES ALONG THE PROPERTY FRONTAGE.
5. REMOVE EXIST. FENCE AND EXIST. STRUCTURES. SEE DEMOLITION PLANS BY 011-IERS.
□,\088\03\24\GRJ2N3 D\JG 10-3C-02 J0,56,23 o.r, EST
40'
DESIGNED BY: M.A.B.
DRAFTED BY: M.A.B.
ENGINEER OF WORK: <¼7&ld'i:.\:"-'2iu DATE: 1/-'7-0i!
E'llCK L. RICCI, R.C.E.3210.J
JOB No. 02-1013 SHT 2 OF 4
GARAGE
2.0%
CARLSBAD MUNICIPAL WATER DISTRIC-:-
/1_,//-f
WILLIAM 'E. PLUMMER DATE
DISTRICT ENGINEER R.C.E. 28176
'\\ •,
'
TOP OF GRATE ELEV.
SHO'M'J ON PLAN
EXTENSIONS
4",6",10",12" OR 1B"
if) w
EACH
EXTENSION
<(°' #3 BAR
> CONT.
10·
MIN.
@
SCALE 1''= 1 O'
o·
CAST IRON GRATE
BIKE PROOF
TRAFFIC WEIGHT
2% MIN.
~
KNOCK OUT
WALL
P. C. C. BLOCK
-· FOOTING --
20'
!
PIPE SIZE
SHOWN ON
12"x12" CATCH BASIN
' I ¥
4.6% -
2-1o"c-9oo P.v.c.
(PUBLIC)
2% -
0 co
co ,,.,
_j
LL
N.T.S.
-...
00 ~
_j ...:
S/W
... ,, ; • , ·r ' •.
-
_j ...:
$ ... ·,; ,,.,
0 co ,,.,
_j ...:
(LOOKING WEST)
'-18" HOPE
(PRIVATE)
S.D.
4" HOPE S.D.
(PRIVATE)
01.46%
PRIVATE STORM DRAIN PROFILE
N.T.S.
--------
PLANNING DEP RTMENT APPROVAL 11 AS BUILT"
,,. ........ ,,.,;;w G_
111~ ~l~'-~G nm,,rroR 1;~k-~ DATE: 11/'7'o2-t-R_c_E_3_2_,0_3 __ E_x_P_,_1_2_1_3_11_0_4 ___ n_A_T_E_----1
ii .I/ (SIGNED} ' ' ' '' • ' /. REV!fj\,IEJ /,? ~
R~Olll!ENDED BY,lf)~tJM-P L-'f2-1pE..oV:C /,/~~
i i / I~ (PRINT NJJIE) I~CTOR
1-----+_______,,+---------'\ ,e,_;,\,-------+---1---1e----1---1 ~ CITY OF CARLS BAD
I---+---+-----------..,-• -----.J..---1----1---1---l L__£j ENGINEERING DEPARTMENT
GRADING PLANS FOR: 664-694 LAGUNA DRIVE
CASA LAGUNA
APPROVED: LLDYD B. HUBBS ~'r
~~ ~~ 1?11 faZ CITYENGINE R.C.E. 289EXPIRES 12-31-0ATE
1/5/04 E.L.R. 1
DA TE INITIAL
AS-BUILT
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: '?,'f,d PROJECT NO. I DRAWING NO.
CHKD BY "='~ CT 01-1 6 404-4A RVWD BY:
r
112202
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42.4
41'.6
EK
BL.:JG.
2' HIGH RETAINING
WALL
6"AREA DRAINS ---
(TYPICAL)
1 O' EASEMENT
TO S.D.G.&E. CO. rt
g; II
~ II N
LIMIT OF GRADING
K. ,,/ I
!r1
DAYLIGHT LINE\
TYPE I
24"xJ6" C.8. #1
PER 0-29
41 .1 0 T.G.
38.60 F.L. v •I',''' ,'C'z~-;j)') ',,
1/
1.._i.\· w
,.G· -
,[X. P.P.
TO BE
F?,(::/_,OC,A
i;J1!:::·,11,'ji'() 1i,1T"D
-0
rt')
5•
I
I
X
X
EX. OVERHEAD UTILITIES
TO BE RELOCATED
UNDERGROUND
U-6 (TYPE-C)
1-x F.t. 43.27 , ·
I PAD 42.60
GARl(GE
'
2.0% ..
rUNIT LINl,
I
I
"'1 0,
~,~·>.,, -
OC) (D
"' N . -0,
<'.6'>
~ "'
u1vtATCH LINE
□,\D88\03\24\GRD2tl3.DVG 10-30-C2 10,56,23 rm EST
-"""'
-..... _
'· I },(J
I
X 42,,J
I I 1----.'I
WY
I
!-•~· ------
X 42.5
,,--GARAGE WALL
/ I "\.
DESIGNED BY: M.A.B.
DRAFTED BY: M.A.B.
ENGINEER OF WORK: fc24<& )f?Q; ee<, DATE: I I· 1•0-Z
ERICK L RICCI, RC l.j210j
JOB No. 02-1013 SHT 3 OF 4
EXfS};','',/G·
BVJL.1 i,"11·1,lf~:
CARLSBAD MUNICIPAL WATER DISTRICT
WILLIAM E. PLUMMER DATE
DISTRICT ENGINEER R.C.E. 28176
1/5104 E.L.R. AS -BUILT
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
EXIS1ll\i(;
BUILDING
FX/STrNG
BUILDING
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
/
ADJ.
PROP.
MIN. I
0.10'
5 1/2"
SCALE 1 "= 1 O'
I ~
I '\,G ~
2% MIN.
(LOOKING E'L Y)
U-6
BLOG,
F.F. 43.27
SECTION A-A
N.T.S.
6"AREA DRAIN ~ U-6 E U-!5
•, ' '"
6"P.v.c. a 1.0%MIN.
(LOOKING NORTH)
SECTION 8-8
N.T.S.
&
'v' :),,•,#: i----3_6"_U_N~LE~s_s__,~~◊:~0 ,t0
OTHERWISE q_v
SHOWN ON PLAN 1 /2" R TYPICAL
1.5%
(LOOKING NORTH)
A.C.
CONCRETE SHALL BE
560-C-3250
BASE MATERIAL
CONCRETE SWALE
N.T.S.
"AS BUIL T11
DATE
GRADING PLANS FOR: 664-694 LAGUNA DRIVE
CASA LAGUNA
APPROVED: LLOYD 8. HUBBS,!? r ..,;~ <--g ~ . 't/,1ff:,;2
CITY ENGIN RRtl.3889EXPIRES 12-31-0 ATE
DWN BY: PROJECT N6 I DRAWING NO.
CHKD BY: CT O 1 -1 6 404-4A RVWD BY:
I / \
1112202
EROSION CONTROL NOTES
1. IN CA$£ £M£RG£NCY WORK 15 R£QUIR£D,CONTACT BIi I SFWARD AT
(PHON£ NUMBER) 760-521-9617 (C£LLULAR)
2. £QUIPM£NT AND WORK£R5 FOR £MERG£NCY WORK SHALL B£ MAD£ A VAILABL£ AT ALL
TIM£$ DURING 1HE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILJTATE RAPID
CONSTRUCTION OF TEMPORARY D£VIC£S 'M-/£N RAIN IS EMIN£NT.
3. DEVIC£5 SHOWN ON PLANS SHALL NOT BE MOVE:D OR MODIFl£D Wl1HOUT 1H£ APPROVAL
OF 1HE ENGINEERING INSPECTOR.
4.
5.
6.
1HE CONTRACTOR SHALL R£5TOR£ ALL £ROS/ON CONTROL D£VICE5 TO WORKING ORDER
TO 1H£ SATISFACTION OF 1HE CITY ENGINEER AFTER £ACH RUN-OFF PRODUCING
RAINFALL.
1HE CONTRACTOR SHALL INStALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY 1HE CITY ENGIN£ER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
1HE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAK£ NECESSARY PRECAUTIONS TO
PREVE:NT PUBLIC TRESPASS ONTO AREAS 'M-IERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDl170N.
7. ALL £ROS/ON CONTROL ME:ASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HER£0N.
8. GRADED AREAS AROUND THE PROJECT PERIME:T£R 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 7HE END OF E:ACH
WORKING DAY WH£N 1HE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERC£NT (4D%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE: BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDE:D SLOPES FAIL TO PROVIDE: EFFEC17VE COVERAGE:
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVE:MBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE: WITH 5£C170N 35.023 OF
SEE DETAIL "A"
SEE DETAIL •c•
SEE DETAIL "E"
THE: £ROS/ON AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CON5ERVA170N, · -----·
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMAN£NT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPEC/FICA 170NS AND 1HE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES 1HAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR 5TEEP£R
WHEN 1HEY ARE:
a. 1HREE FEET OR MORE IN HEIGHT AND ADJACE:NT TO A PUBLIC WALL OR
STREET.
SEE DETAIL "C"
' ..
.. .. "' .. .. .. .. .. "' .. .. "' .. .. .. .. .. .. .. 1----J
"' "' ..
"' .. "' ..
"' "' "' .. .. "' .. .. .. "' "' .. .. .. .. "' .. ..
I + ~ "' "' "' "'
+ "' L*=--"'~ .. :•:-•.--.""--,-........ "_,_ ... ,.,1i1r., ·•. .. .. i---, .. .. .. ... .. .. .. .. .. .. .. .. .. .. .. ... .. .. "' .. .. ..
"' "' "' .. .. .. .. .. .. .. ..
"' ... .. "' .. "' "' .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. .. ..
.. .. .. .. ... .. ,.....,....., .. .. .. .. ...
... .. ... ..
... .. .. .. ..
fl{'"fHI'~ i:ii1,rr.,:,!Na
7
~
-~ >
0:::
Cl
w I-~ I
0::: a. .. .. ~~""7·""~-.. ~-"'7·;··~~-~~;:::i:::::=w "' "' "' ,... c.,-1
\
\
m!i:111'11::
,!'lt_ftj,1:1'111i1:,
SEE !DETAIL "A"
b. ALL SLOPE:S 4 FE:ET OR MORE IN HEIGHT. .. 1 .. "' 1,,,~,,,,....,.,,,,,,,,,....,,,,,,,,,,,r!i,!,::~-"'
"' "" "' "' ,., .. .. Jd:::,::::,::::clx:::5c:lc:~
B.
c.
D.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHE:DULED FOR IMPROVEMENTS(CON5TRUC110N OR GE:NERAL
LANDSCAPING) W/1HIN 60 DAYS OF kOUGH GRADING.
b. IDENTIFIED BY 1HE PARKS AND RECREA 170N DIRECTOR AS HIGHLY
VISIBLE TO 1HE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
1HAT WARRANTS IMMEDIATE TREATMENT.
HYDROSEEDED ARE:AS SHALL BE IRRIGATED IN ACCORDANCE: Wl1H THE: FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE::
2.
a. 1HREE TO EIGHT FE:ET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVE:NTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVE:RAGE:.
b. GREATER THAN B FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRE:CIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
ARE:AS SLOPED LESS 1HAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. 1H£ DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO 7HE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
1HE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OP17MUM LEVE:L FOR 1HE GROWTH OF THE HYDROSEEDED GROWTH.
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 CAL/FORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACR£ OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE: OMITTED ON
LOCATIONS WH£RE THE: AREA BEING HYDROSEEDED /5 NOT VISIBLE FROM
EITHER A PUBLIC 5TRE£T OR RESIDENTIAL STRUCTURES.
h. ITEM a OF 7HIS SUBSECTION MUST BE INOCULATED Wl1H A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITH£R BY DRILLING OR
BROADCASTING 8£FORE HYDROSEEDING.
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO TH£ HYDROSEED
SLURRY AT 1HE DISCRETION OF 7HE CONTRACTOR.
2. TYP£ 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2D00 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE: 5UB517TIJTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY M£CHANICALL Y PUNCHING NO L£55 THAN 50% OF
THE STRAW INTO THE SOIL.
3. FE:RTILIZER CONSISTING OF AMMONIUM PHOSPHATE: SULFA TE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDR05££DING BY:
1. ROUGHENING THE SURFACE TO 8£ PLANTE:D BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES 5TEEP£R THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER 1HA T AR£ sumct£NTL 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 1HE SURFACE SOIL MOISTIJRE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. 1HE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT. LEACHING OR
COVE:RING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
I I.. .. .. .. ..
O:::• "' + • "' ---'\!:III.. ......
.. ..
..
..
.. ..
..
..
..
.. .. .. .. ..
.. .. .. ..
.. .. .. .. ..
.. .. .. .. .. .. .. .. ..
.. ... 1---f--,/ .. .. .. .. ... .. .. ..
... .. ... .. .. .. .. .. .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... ~~;~ETAIL y: • " "' r I I :: : . < <( < < < · > ---I .. J' .. , .. .. ................ ·.-~ y
SEE DETAI~ ·c· F ~ .. t= .. ·===· = : .. ···.. .. .. , , .... SE: ~EiAIL :E· : · (
I • "' • H-"";,.,_ ...;.:"""'.'.'.
,----;71i
I
----
0 jfl' '!1'1' I
1!.'(
----------
GRA \/EL BAGS OVERLAP
ONTO CURB
RUNOFF
GAP BETWEEN BAGS
ACT.S AS SPILLWAY
--Ji
=v= =
3 FT (0.9 M) MIN.
THREE LAYERS OF GRA \/EL BAGS
W,11-/ ENDS OVERLAPPED
LAGUNA
= = --------
□
!XISTING GROUND
_L
14'
... ..
..
.. .. ..
... ... .. .. .. ..
.. ..
.. .. .. .. .. .. ..
..
_______,___~
DRIVE
-----
8"
PROFILE
.. .. .. ...
.. ..
.. ... ..
.. ..
I
I
I
EE b TAIL " "
\,
1:·,,,,,:·!'/J'Ke
..,, ,,:·,•1,:,;,10~..;:-
!'l,'l:lllJM",a
11!i,1l;:,r,,J1,,i
--------
/
I
PUBLIC RIGHT-
OF-WA Y
/"' ---
o. 3210 p.flr.31-'
SCALE 1 "= 20'
DROP INLET
W,11-/ GRATE
51RAW BALES
STAKED Wl11-I Tiro
STAKES PER BALE
C
PUBLIC RIGHT-OF-WAY (t:7.-ti ·'-'"-"-. , 11/7/02
LEGEND
DESCRIPTION SYMBOL
STABILIZE:D CONSTRUCnON ENTRANCE:
STRAW BALE: BARRIE:R
GRAl,FL BAGS
HYDROSEED
GRAVEL r/LTER
SEDIMENT
1=11 JTT~
-----
WIRE SCREEN
FIL T£RED WA T£R
DROP INLET
l\ffH GRATE
~--CQNCRCTF BLOCK
E BLOCK-SCREEN-GRAVEL SILT BASIN
NOT TO SCALE
now----
4" VERTICAL FACE
EMBEDDING DETAIL
ANGLE FIRST STAKE TOWARD
PREVIOUSLY LAID BALE --...
FLOW---
ANCHORING DETAIL
WIRE OR NYLON
BOUND BALES
PLACED ON 11-IE
CONTOUR
2 lfE-BARS.STEE:L PICKET.S,OR
2"X 2" STAKES 1 1/2' TO
2' IN GROUND
D STRAW BALE BARRIER
COMPACTED SOIL
TO PREVENT PIPING
END AND SIDE:
OVERLAP AT
CORNERS
NOT TO SCALE
STAKED
51RAW BALE
2X6 STRUT($)
•
Ill
2X6 51RUT(S)
REQUIRED WHE:N
NOTtD ON PLANS
11 AS BUILT"
0,uea .le"' Q.-~ / I 6 /o~
HAY BALE SILT BARRIER RCE 32103 EXP 12/3!/04 DATE
NOT TO SCALE:
INSPECTOR
l---+--+-----------i-----t---t---t--------1 I SH4EET I CITY OF CARLSBAD I SH4EETS I ENGINEERING DEPARTMENT ;:=='....:::=========:::::'...::=~
EL.Mi
PROVIDE APPROPRIATE 1RANSITION
BETW£EN STABILIZED CON51RUC170N
EN1RANCE AND PUBLIC RIGHT-OF-
WAY
EROSION CONTROL PLAN FOR: 664-694 LAGUNA DRIVE
CASA LAGUNA
APPROVED: LLOYD B. HUBBSer
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
TH£ PROJ£CT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT 15 COMPLETED AND ALL BONDS
RELEASED.
A GRAVEL BAGS BARRIER B STABILIZED CONSTRUCTION ENTRANCE a < •}/7· ~o/e-,6 CITY ENGINE PE EXP.
11bfk2
'DATE
NOT TO SCALE NOT TO SCALE DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
□:\088\ll:3\24\FRn?.D\.,/G HJ-31-02 9:24:08 nr, r_~-1
DA TE INITIAL
01\iER APPROVAL
DA TE INITIAL
CITY APPROVAL
DRAWING NO.
404-4A
112202