HomeMy WebLinkAboutDWG 427-6C; PUD 04-13A; LA COSTA GREENS NEIGHBORHOOD 1.07; 01-11GRADING NOTES
(IN ADDITION TO !HE REQUIREMENTS OF CHAPTER 15. 16 OF !HE
CARLSBAD MUNICIPAL CODE.)
f. !HIS PIAN SUPERSEDES ALL O!HER PLANS PREVIOUSLY APPR<NED £JY !HE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON !HIS SET OF PLANS.
2. APPROVAL OF mis PLAN DOES NOT LESSEN OR WAI\IE" ANY PORTION OF mE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL., CITY
STAND.ARDS OR On-lER ADDITIONAL DOCUMENTS USTED HEREON AS n-lEY MAY
PERTAIN TO !HIS PROJECT. !HE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE n-lESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT Ra/EVE: !HE DEVELOPER OR ENGINEER-OF -
WORK FROM RESPONSIBIUTY FOR n-lE CORREC170N OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPll Y
SUBMITTED TO !HE CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF -WAY PERMIT FROM n-lE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN n-lE PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING n-lE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON !HE PERMITTEE'S POUCY IN n-lE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF UABIUTY. n-lE INSURANC£
COMPANY WRITING n-lE POLICY MUS[ HAV£ A RADNG OF 'A-" 9,R BfJN!.
AND A SIZE CATEGORY OF CI/ISS V OR BETTER AS ESTABLJSHfQ BYBESTSKEY
RATING GUIDE.
5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF n-lE UNIFORM BUILDING CODE.
RETAINING WALLS OUTSIDE OF PUBUC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM n-lE BUILDING DEPARIMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
n-lE CITY AND On-lER APPROPRIATE AGENCIES.
7. APPROVAL OF mESE PLANS BY mE CITY ENGINEER DOES NOT AUmDRIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL !HE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO n-lESE Pl.ANS Wln-lOIJT n-lE WRITTEN APPROVAL
OF !HE CITY ENGINEER, NOTED Wln-llN n-lE REVISION BLOCK, ON !HE
APPROPRIATE SHEET OF n-lE Pl.ANS AND n-lE TlllE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME n-lE PROPERTY OF !HE CITY UPON BEING
SIGNED BY n-lE CITY ENGINEER.
10. n-lE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
£JY n-lE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF !HE WORK £JY !HE
CITY.
1 1. ACCESS FOR FIRE AND On-lER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
n-lE PROJECT SITE AT ALL TIMES DURING CONSTRUCITON.
12. WHERE TRENCHES ARE Wln-1/N CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED £JY A PROFESSIONAL ENGINEER OF n-lE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN n-lE FIELD OF APPLIED SOILS
MECHANICS. !HE SO/LS REPORT WILL BE SUBMITTED TO !HE CITY ENGINEERING
INSPECTOR Wln-llN TWO WORKING DA IS OF n-lE COMPLEITON OF FIELD TESTS.
1J. A SOILS COMPAC170N REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDA170NS OUlllNED IN n-lE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUit.DiNG PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER n-lE DIRECTION OF A PROFESSIONAL ENGINEER OF !HE
STATE OF CAUFORNIA PRINCIPALLY DOING BUSINESS IN n-lE FIELD OF APPUED
SOILS MECHANICS. ALL FILL OR FU11JRE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE Win-I n-lE CITY OF CARLSBAD STAND.ARD SPECIFICA170NS AND !HE
• EARn-lWORK SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO n-lE
PROJECT INSPECTOR.
14. A PRECONSTRUCDON MEETING SHALL BE HELD AT !HE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL 8£ ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUC170N, INSPEC170N, SUPERY/SION, TES17NG AND ALL
OTHER ASP£~TS OF THE WORK. n-lE CONTRACTOR SHALL SCHEDULE n-lE MEETING
£JY CALLING 760-438-1161) AT LEAST FIVE (5) WORKING
DAIS PRIOR TO STARTING CONSTRUCITON. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
!HE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECDQN REQUESTS OTHER Tl/NI FOR PRECONSTRUCVON . MEETING WILL BE MADE BY c.ALUNG THE ENGINEfRING 24-HOUR INSPECTION· RfOUEST LINE AT (76oi 4J8-J891.INSPEC170N REQUESTS MUS[ BE RECENED PRIOR TO 2:0D P.M,
ON THE DAY 8£FORE THE INSPECDQN IS NfEDfD. INSPECITONS WILL BE MADE
n-lE NEXT WORK DAY UNLESS YOU REQUEST On-lERWISE. REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAIS LATER.
I 6. !HE OWNER AND/OR APPLICANT !HROUGH !HE DEVE:LOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SNUY DEVICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SNUY AND HEALn-1 STAND.ARDS, LAWS AND REGULA170NS.
17. !HE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 £JY SUBMlmNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
n-lE DESIGN OF SHORING, BRACING SLOPING OR On-lER PROVISIONS TO BE MADE
OF WORKER PROTECITON FROM !HE HAZARD OF CAVING GROUND DURING !HE
EXCAVATION OF SUCH TRENCH OR TR(NCHES OR DURING !HE PIPE INSTALLATION
!HEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5; OR
MORE IN DEPn-1 AND APPROVED £JY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF TT-IE Pl/,N VARlfS FROM Tl-If SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCDQN SAFrn'. ORDERS. Vil£ 8
CALIFORNIA ADMINISTRAT/V£ CODE, mE PLAN SHALL 8£ PREPARED BY A
REGISTERED ENGINEER A[ THE CONTRACTORS EXPENSf. A COPY OF . !HE OSHA
EXCAVAITON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVAITON.
18. NO 81..ASITNG SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN .
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING• . PERMIT WELL IN ADVANCE or mE SCHEDULING OF BLASTING OPERATIONS.· . .
19. IF Nff ARCtfA[OLOG/CAL RESOURCES ARf DISCOVERED WIU:1/N · Nff WORK ARQ.
DURING CONSTRUCOON, OPERATIONS · WILL CEAS( . IMMEDIATELY. AND· !HE
PERMITTEE WILL NOTIFY THE C/TY ENG/NE[R. OP£Rii170NS WILL NOT RESTART
UNTIL !HE PERMITTEE HAS RECEIVED . WRITTEN AUmDRITY FROM. n-lE CITY
ENGINEER TO DO SO.
20. ALL OPERA170NS CONDUCTED ON. THE SITE. OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRNAI.. DEPAR11JRE OR OPERATION OF TRUCKS,
EARn-lMOVING EQUIPMENT, CONSTRUCITON EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENr SHALL BE LIMITED TO mE PERIOD BETWEEN 7:00 AM. AND
SUNSET EACH DAY, .MONDAY n-lRU FRIDAY AND NO EARn-lMOVING OR. GRADING ·
OPERAITONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAIS. (A UST OF CITY
HOLIDAIS IS AVAILABLE AT n-lE ENGINEERING DEPARIMENT COUNTER.)
21. ALL Off-SITE HAUL ROUTES SHALL Bf SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGIN££R FOR APPROVAL 1WO FULL WORKING DAYS PRIOR TO 8£G/NNING OF _ll'QRK. ..
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED £JY n-lE CITY. ENGINEER. THE CONTRACTOR
SHALL Bf RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL
ROUTES OR AQJACEN[ STREEJS AS A RfSUL[ OF THE GRADING OP£RA170N.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIFICALLY NOTED ON !HE 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. n-lESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL Pl.ANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPR<NED BY
n-lE CITY ENGINEER OR AS DIRECTED £JY !HE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. n-lE SITE: SHALL BE LEFT IN A NEAT AND
ORDERLY COND/1/0N. ALL STONES, ROOTS OR O!HER DEBRIS SHALL BE REMOVED
· AND DISPOSED OF AT A SITE APPROVED OF £JY n-!E CITY ENGINEER.
27. ALL SLOPES SHALL 8E IRRIGATED, STA81L/ZfD, PLANTED AND/OR HYDROS£EDED
Wln-llN TEN (10} DAIS OF !HE TIME WHEN I:M;H SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING Pl.ANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PAOS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL. n-lE LANDSCAPiNG PLANS FOR
THIS PROJECT, DRAWING NO. NjA , AND/OR AS 0/R(CTED BY n-lE CITY
ENGINEER OR PLANNING DIRECTOR.
29. !HE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF n-lESE GRADING PLANS Win-I THAT SHOWN ON BOT/I !HE LANDSCAPE
AND IRRIGATION PLANS AND n-lE IMPROVEMENT Pl.ANS AS REQUIRED FOR !HIS
WORK IN ACCORDANCE WITH !HE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE Wl!H A MINIMUM
0-LOAD OF 1,350. FOR PRTVATE STORM DRAIN PIPES, UP TO 15" PvC MAY BE
UTILIZED PROVIDED DEPn-1 IS LESS 71-wi 15 FEET ANO BACKFILLED WITH J/4"
ROCK PER SORSD S-4 TYPE •c• AND PIPE MEETS ASIM STAND.ARD 3034 FOR
SOR J5 SOLID WALL PIP£
J 1. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF !HE
GRADING OPERAITON, IT SHALL BE REMOVED Wln-1/N TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED Win-I PROPERLY COMPACTED SOILS. IN On-lER
AREAS !HE PIPE WILL BE PLUGGED Wl!H CONCRETE OR REMOVED AS APPROVED £JY
!HE CITY ENGINEER.
32. mE CONTRACTOR SHALL VERIFY mE LOCA170N OF ALL EXISTING FACILITIES
(ABOVE GROUND AND UNDER GROUND) Wln-1/N mE PROJECT SITE sumC/ENllY
AHEAD OF GRADING TO PERMIT n-lE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACll/AL LOCATIONS ARE IN CONFI.ICT WITH !HE PROPOSED
WORK.
JJ. n-lE CONTRACTOR SHALL NOTIFY AFFECTED UTIUTY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR !HEIR
FACIUTIES AND SHN..L CODRDINATE n-lE WORK Win-I A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
(800)422-41 JJ
(800)660-7343
(800)892-0123
(760)438-7741
(760)806-9809
(760)434-2980
(760)438-2722
(760)75:3-0155
(760)744-0460
PAC/RC BELL
ADELPHIA COMMUN/CATIONS
COX COMMUNICATIONS
C/JY OF CARLSBAD (STREETS & STORM DRAIN)
CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER)
LEUCADIA WASTEWATER DISTRICT VALLECITOS WATER DISTRICT
34. PERMIT COMPLIANCE REQUIREMENTS:
A. [OR CONTROLLfD G~ !HE APPLICANT HIRES A CML ENGINEER,
SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL n-lE WORK IN PROGRESS /15.16. 120 A.BJ
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO ANAL APPROVAL OF A GRADING P[RMIT n-lE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER \/IA THE
PROJECT INSPECTOR /15.16.120 A9 & A 10/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL., SLOPE PLANTING
AND IRRIGAITON ARE INSTALLED IN CONFORMANCE WIT/I CITY
CODE AND !HE APPROVED PLANS (OBTAIN SWPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING OEPARIMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM n-lE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
!HE EXPANSIVE QLIAUTY OF n-lE SOIL., AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY n-lE SOILS ENGINEER THAT !HE
GRADING WAS DONE IN ACCORDANCE WITH !HE REQUIREMENTS AND
RECOMMENDATIONS OUll/NED IN n-lE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS n-lERETO.
(4) REPORT Wl!H AS-BUILT GEOLOGIC PLAN, IF REQUIRED £JY n-1£
CITY.
J5. UNLESS A GRADING PERMIT FOR !HIS PROJECT IS /SSU£D Wln-!IN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL. !HES£ PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TTTLEO UPDATE GEOTECHNICAL REPORT, VILLAGES OF I.A
COSTA -TH£ GREENS -PHASE 2, NEIGHBORHOOD 1.07 DATED JANUARY
13, 2006 PREPARED BY GEOCON INCORPORATED SHALL BE CONSIDERED
AS A PART OF THIS PRECISE GRADING Pl.AN. ALL GRADING SHALL BE DONE
IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIACATIONS
CONTAINED IN SAID SOILS REPORT.
RESOLUTION NOTES
COMPLIANCE WITH APCD RULES 51 (THE "NUISANCE" RULE), 52
{PAR17CULA TE MATTER), AND 54 {DUST AND FUMES) OF THE AIR
PRECISE GRADING
LA COSTA GREENS
NEIGHBORHOOD 1.07
NTS
9. DEVELOPER SHALL PROVIDE A COPY OF THE CC&R'S FOR FIRE DEPARTMENT
REVIEW AND APPROVAL WITH RESPECT TO LANGUAGE DESCRIBING CONSTRUCT/ON
AND PROTECTIVE MEASURES TO BE PROVIDED FOR ANY LOT OR PARCEL THAT IS
ADJACENT TO OR INFLUENCED BY EITHER NATURAL NATIVE VEGETATION OR FIRE
PROTECTTON ZONES. CC&R PROTECTNE MEASURES SHALL INCLUDE:
A. NO COMBUSTIBLE PATIO COVERS, DECKS OR SIM/I.AR STRUCTURES TO HOMES SHALL
OCCUR WITHIN THE FIRST 20 FEET {ZONE 1) OF THE 60-FOOT ARE PROTECTION
ZONE UNLESS FIRE RATED OR HEAW TIMBER MATERIALS ARE UTILIZED ANO
APPROVAL OF SAID MATERIALS SHALL BE OBTAINED PRIOR TO INSTALi.AT/ON FROM
THE BUILDING DEPARTMENT.
8. UNLESS THE FIRE PROTECTION ZONE BEGINS AT THE PROPERTY LINE, TREES ANO
SHRUBS SHALL BE PROHIBITED IN THE ARST 20 FEET OF THE 60-FOOT ZON£
10. LOTS 16, 17, 28, ANO 38 SHALL BE PROVIDED WITH "ARE RESISTIVE"
CONSTRUCTION AS DEANED IN THE CARLSBAD BUILDING CODE ANO/ OR ANY OTHER
MODEL OR PRESCRIPTIVE CODE ADOPTED BY THE CITY OF CARLSBAD, COUNTY OF
SAN DIEGO, OR THE STATE OF CALIFORNIA, WHERE THAT STRUCTURE IS ADJACENT TO OR
WITHIN ANY ARE PROTECTION ZON£
OWNER'S CERTIFICATE
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WILL BE RETAINED TD SUPERVISE OVER ALL GRADING ACTMTY AND ADVISE ON THE
~ OF THIS SITE. DA0Jll~1,... ___ _
SIGNATURE
SOILS ENGINEER'S CERTIFICATE
l,fMIL/O /ILV4RAOO, A REGISTERED CNIL ENC/NEER IN 71-IE STATc OF CALIFORNIA, PRINCIPALLY DOING
BUIS/NESS IN 71-IE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY 1HA T A SAMPLING ANO STI./DY .
QUALITY CHAPTER WOULD EFFEC17Vf:LY MITIGATE DUST IMPACTS
GENERA TED DURING GRADING OPERA T/ONS. THE FOLLOWING MEASURES
ARE REQUIRED TO ACHIEVE COMPLIANCE WITH THESE RULES ANO
REDUCE CONSTRUCT/ON RELATED TO AIR POLLUTANTS:
OF !HE SOIL CONDIT/Ot-lS PREVALENT W/71-/IN "1)5 S/Tc WAS MADE BY ~(,XON OR UNDE ll TH! OIR!CrlON OF
Ge()COII /;lliTWEf,N 11/!!DATl<S 0,,'1-14-!181Allf> 1z-zg.o;. rwo COMPUitt COP~$ OP me $011,!J M~if'fCOMP/lEDF~ TR/$ STU~
WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO 71-IE OFFICE OF THE CITY ENGINEER.
FUTHERMORE, I HAI-I: REVIEWED THESE PRECISE GRADING Pl.ANS AND OPINE: THAT THE
RECOMMENDATIONS INCLUDED IN 71-IE SD/LS REPORTS FOR 71-IIS PROJECT 1«11:" BEEN INCORPORATED IN
1. THE WATERING OF ALL SURFACES BEING GRADED AND HAUL
ROIJTf:S SHALL BF: RF:QIJIRF:D DURING DRY WEA THF:R COND/170NS,
2. ALL UNPAVED AREAS SHALL BE REVEGETATED ACCORDING TO THE
APPROVED LANDSCAPE PLANS AS SOON AS POSSIBLF: AFTER
GRADING.
3. ALL CONSTRUCT/ON-RELA TEO TRAmc SHALL BE RESTRICTED TO
ROUTES THAT ARE OUST-CONTROLLED, REDUCED SPEED LIMITS SHALL
BE MAINTAINED FOR ALL HAUL AND CONSTRUC170N VEHICLES.
4. ALL CONSTRUCTION ACTIWTIES SHALL BE LIMITED DURING PERIODS
OF HIGH WINOS.
5. ALL HEAVY-DUTY, DIESEL POWERED CONSTRUCTION EQUIPMENT
SHALL BE OPERA TED ACCORDING TO MANUFACTURERS SUGGESTED
OPERA TING INSTRUCTION {WITH THE FUEL INJF:C170N TIMING RETARDED
Ta.RECOMMENDED LEVEL OF NOX EMISSIONS. BUT WHICH WOULD NOT
RESULT IN EXCESSIVE WSIBLE SMOKE EMISSIONS) IN ORDER TO
CONTROL POLLUTANT EMISSIONS.
6 .. CONSTRUCT/ON EQUIPMENT SHALL BE SUBJECT TO REGULARLY
SCHEDULED MAINTENANCE/TUNE-UPS, AND BE TURNED OFF WHEN
NOT BEING UTILIZED TO AVOID EXCESSIVE: IDLING EMISSIONS.
7. THE APPLICATION OF ARCHITECTURAL COATING AND CUT-BACK
' ASPHALT $HALL ADHERE TO APCD RULES 67.9 AND 67.7, TO
EFl'"ECT/VEL '( CONTROL OTHER CONSTRUC770N-RELATED EMISSIONS
OFAIR POLLUTANTS.
'
8. THE ENGINEERING DEPARTMENT SHALL MONITOR FOR COMPLIANCE
DURING ALL GRADING OPERA T/ONS OF THE PROJECT.
THE PRECISE GRADIN" "' '"S AND SPECIFICATIONS.
EM/Liu ALVARADO
R.C.E. NO. 66915
J ----...
EXP. DATE: 09/30/08
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR
THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE
OVER THE DESIGN OF THE PROJECT AS DEANED IN
SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE,
AND THAT THE DESIGN IS CONSISTENT WITH CURRENT
STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
SPEC/ACATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE
ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR
PROJECT DESIGN.
FIRM: HUNSAKER & ASSOCIATES
ADDRESS: 10179 HUENNEKENS AVE
CITY, ST.: SAN DIEGO CA
TEL~:858U58-4500
BY, ~ ~dlo .c:____
YMOND L. MARTIN
P.E. NO.: RCE 48670
EXPIRATTON DATE: ~6~/=30=(!~0=8 ______ _
PROJECT LOCATION BASIS OF B~A"INGs
111/S PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) THE BASIS OF BEARINGS FOR THIS
21:3-270-01 10 18. 21J-271-01 10 J1. 21J-272-01 10 22 SURVEY JS THE CALIFORNIA COORDINATE
SYSTEM -1983, ZONE W, 1991.35
11/f CAUFORNL'. COORDINATE INOEX OF 1111S PROJECT IS EPOCH, NORTH AMERICAN DATUM OF
l-.'.!N.====::'!!98~6====::....!E~==::62;:5::2==::~1983 {NAD83}, GRID·, BEARING BETWEEN STATION CLSB-153 AND STATION IMPORTANT NOTICE
DATE
HUNSAKER
& ASSOCIATES
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT IDENTIACATION NUMBER BE
ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
VALID. FOR YOUR DIGALERT 1.0. NUMBER CALL
UNDERGROUND SERVICE ALERT AT:
CLSB-070 AS SAID COORDINATES ARE
PUBLISHED IN THE CITY OF CARLSBAD
SURVEY CONTROL NETWORK
ESTABLISHED BY RECORD OF SURVEY
MAP NO. 17271, FILED IN THE OFF7CE
OF THE SAN DIEGO COUNTY RECORDER
ON FEBRUARY 8, 2002. IE: N
36'47'12· W
ENGINEER OF WORK
SAN DIEGO, INC.
Pl.ANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca. 92121
SURVEYING PH(8S8)S58·4500· f)((858)558-1414
TOLL FREE 1-800-422-4133
IWO WORKING DAY.S BEFORE YOU DIG
1/ ·<'~ *~7
R~MARTIN DATE
R.C.E. NO. -48870 EXP. 6/30/08
-
LEGAL DESCRIPTION
LA COSTA VILLAGE -71-/E GREENS NEIGHBORHOOD 1.07
(CT 04-15)
LOTS 1-71 OF CARLSBAD TRACT 04-15,
LA COSTA GREENS -NE I GH30RHOODS 1. 04
AM) 1.07 OF THE VILLAGES OF LA COSTA,
PER FINAL MAP NO. 15053 FILED IN Tl£
OFF I CE OF Tl£ COUNTY RECORDER OF SAN
DIEGO COUNTY, J.LY 27, 2005 AS FILE
NO. 2005-639126. ,
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWINGS 427-6, 427-6A
CITY OF CARLSBAD DRAWING 397-2, 397-2H, 397-2/
LEGEND OF ABBREVIATIONS
TC TOP OF CURB
TG TOP OF GRADE
GB GRADE BREAK
BC BEGIN CURVE
EC END CURVE
HP HIGH POINT
LP LOW POINT
FL FLOW LINE
FG FINISHED GRADE
IE INVERT ELEVATION
ST STREET
RT RIGHT
LT LEFT
FS FINISHED SURFACE
NTS NOT TO SCALE
7W TOP OF WALL
TF TOP OF FOOrlNG
OF DEEPENED FOOTING
GFF GARAGE FINISHED FLOOR
EARTHWORK QUANTITIES*
CUT:
FILL:
EXPORT:
IMPORT:
REMEDIAL:
3550 -CY
0 -CY
3550 -CY
0 -CY
0 -CY
* QUANTITIES SHOWN ARE FOR BONDING ONLY AND
ARE NOT TO BE USED FOR BIDDING, BUDGETS
OR OTHER PURPOSES.
SHEET INDEX
SHEfT I
SHEfT 2
SHfET J-//
Tl TL£ NOTES
KEY MAP, NOTES II DETAILS
PRECISE GRADING PLAN
WORK TO BE DONE
THE PRECISE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND
F7LLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, Pl.ANTING
OF PERMANENT LANDSCAPING, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN
OR REQUIRED ON THIS SET OF Pl.ANS AND THE CITY STANDAROS, SPECIACATIONS,
REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE Pl.ANS.
THE PRECISE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL COD£
2.
3.
4.
5.
6.
7.
CITY OF CARLSBAD STANDARDS.
THIS SET OF Pl.ANS.
IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUTION NO. 2006-222
DATED ffN~'1-_[ bi,2006. PUD Pl.ANNING COMMISSION RESOLUTION 6113
DATED ,L__J 2 6.
THE STANDARD SPECIACA.UONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK/.
SOILS REPORT AND RECOMMENDATIONS BY GEOCON
DATED JANUARY 13, 2006.
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS
MAY BE MODIAED BY THE CITY OF CARLSBAD STANDARDS.
8.
9.
FINAL PROGRAM EIR 98-07 AND THE MITIGATION MONITORING AND REPORTING PROGRAM.
SWPPP WDID /9 37C331908
10. CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORMWATER BEST MANAGEMENT
PRACTICE, CONSTRUCT/ON HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF
TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES {BMP) MANUAL.
LEGEND
DESCRIPTION
DROPPED GARAGES
BACKWATER VALVE/SPLIT SY.STEM REQUIRED
ARE RESISTIVE CONSTRUCT/ON
PAD ELEVATION
AN/SHED FLOOR ELEVATION
GARAGE FLOOR ELEVATION
BACK OF GARAGE FLOOR
DEEPENED FOOTINGS
WATER LATERAL.,,.
SEWER I.A TERAL .,,.
Pl.AN NUMBER (R-REVERSE)
LOT NUMBER
RETAINING WALL (PER ROUGHGRADING Pl.AN 427-BA}
RETAINING WALL (PER THIS Pl.AN) SDRSD C-4
STREET NAME SIGN•,.
ARE HYDRANT,.•
STREET LIGHT"*
WATER MAIN***
SEWER MAIN'**
STORM DRAIN*,.
EASEMENT
4 • PVC AREA DRAIN
6" NOS SPEE-0 DRAIN {OR EQUAL)
SIDEWALK UNDERDRAIN (SDRSD D-27)
ELEVATION & COLOR SCHEME
• CITY OF CARLSBAD STANDARDS
••• IMPROVEMENTS PER DWG 427-6
** CONSTRUCTED BY SEPARATE PERMIT
SYMBOL
* la£]
FR
PAD=137.60
FF=l.38.35
GFF=137.8
BGF=l38.1
()
[ill
CID
181
QUANTITY
14,200 lF
317 EA
73 EA
SUSMP PRO:TE.C..T P~101<1,y: HlGH
PJ4flNING DEPARTMENT APPROVAL
~~....,..,_..~:>::?,.___=~-1 DATE0//2.p7
~) 1-----------------
00>-J ~,~ PLANNING DIRECTOR DATE:&jlt-/O7 1-:-~-:-IE=W=E_D_-_B=Y-,_-_E_X_P. __ --_-_-_-_-_-_-___ D_A_TE---1
~GlfED)
RECOMMENDED 1ft. --~V>""c~ 11fit"-
"AS BUILT"
INSPECTOR DATE
l----f-----+-------------+----+--t--t--1W CITYEN£frRINf !~~~~AD L!LJ
1----+---+-----------------t----t---+--t----f PRECISE GRADING:
LA COSTA GREENS
NEIGHBORHOOD 1.07
CT 04-15
APPROVED OA~,-lER --~ /Js/41
9//,o li'l.M l?EV. f'torr1m; Lt)/ :it.;$HT. ~ 11.0.,-20= ""1,0 e,w 11/aho '--VI' PEa"'-'1'1' cny "'"'"''>J~e,~:~«;~,oe, EXP,O6/Jo/o8 r DATE t'3f11l,~oj1J[1llNrt:~~'\~/(,~Eiv,t~te,t_-jg~Jl.~t'ff~T1~:,53~111.~1~~ll.(,it,11~a_~01J,~~"~'1L1~j'!>Ut4~\~,.~,,~w~1n~~te&..tLjK~D~W~N-cBccY,---~-:---~-~---_-, ~--PR_O_J-EC_T_N_Q_-~ ~D_RA_W_I-NG_N_<>.~ .
DATE INITIAL DATE INITIAL 'DATE INITIAL CHKD BY ~ PUD 04 13(A) 427 60 : ,,,.,------
ENGINEER or woR1 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Rvwo BY: 1"--
-----------------------·...,...-------------------------------------------------------------------------------------------------------:~---:-"'.""'.'--:-=-:--------"'.""'.'~~:-~:-.... c,\CADD\ T eMp\AcPublish_2244 \0386PGO!dwg[ 1275JMuy-11-2007,Q8,16 W.0 NO 2440-9
BIN:
~42010
071307
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK JS REQUIRED, CONTACT CHUCK ISBELL AT
(760) 427-1947.
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 CONSTRUCT/ON OF
TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
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 SA T/SFACTION OF THE CITY ENGINEER
AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MfASURES AS MAY BE REQUIRED BY TH£ CITY ENGINEER DUE TO
UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARIS£.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
ALL EROSION CONTROL MfASURES PROVIDED PER THE APPROVED
7. GRADING PIAN SHALL BE INCORPORATED HEREON.
GRADED AREAS AROUND TT/£ PROJECT PERIMETER MUST DRAJN AWAY
8. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING
DAY.
ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
9. THE END OF EACH WORKING DAY WHf:N THE FIVE (5) DAY RAIN
PROBABILITY FORECAST EXCf:f:DS FORTY PERCENT (40%). SILT AND
OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM
10. AGGREGRATE.
SHOULD GERM/NATION OF HYDROSEf:Df:D SLOPf:S FAIL TO PROVIDE
11. f:FFECT/VE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO
NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION
AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF
CONSERVATION, STATE OF CALIFORNIA.
GENERAL NOTES
1. SEE TRACT MAP AND EASEMENT PIA TS FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION.
2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798.
3. FRONT, REAR AND SIDE YARD DIMENSIONS SHOWN .±ARE APPROXIMATE.
4. SETBACKS ARE MEASURES TO THE NEAREST VERTICAL PROJECTION.
5. VERIFY IA YOUT AND DIMENSIONS AT JOB SITE.
6. SEf: ENGINEER'S PLANS FOR LOCATION OF UTll/Tlf:S.
7. NO DRIVEWAYS SHALL EXCEED 12:K GRADE WITHOUT A 4' TRANStnON AT GARAGE
AND RIGHT OF WAY. (SEf: DETAIL RIGHT)
8. PROVIDE GRADING DEPARTMENT CLEARANCE BEFORE FOUNDA710N INSPf:C71DN.
9. ALL Fill TO Bf: APPROVf:D COMPACTED FILL.
10. LOTS SHALL 8£ GRADED IN ACCORDANCE WITH CITY OF CARLSBAD.
11. CONTRACTOR TO PROV/DI: TEMPORARY SANITATION FACILITll:S.
12. THf: ANGLE OF REPOSE IS AN IMAGINARY LINE 45' TO THf: HORIZONTAL. f:XTENDING
DOWNWARD FROM THE BOTTOM CORNER OF ANY BUILDING FOOTING AND SHALL NOT
INTERSECT ANY PART OF AN EXCAVATION FOR UTIL/Tll:S. DRAINAGE, ETC.
13. FRONT WALK PER LANDSCAPE PLANS.
14. ALL DRlvFWAYS SHALL BE CONSTRUCTED PER SDRSD No. G-14A.
15. GARAGE FLOOR ELEVATION IS AT DOOR (1% FALL FROM REAR) AND EQUALS GROUND
ELEVATION AT HOUSE LINE UNLESS OTHERWISE SHOWN.
16. DURING HOUSE LAYOUT AND BEFORE TRENCHING ALL SETBACK DIMENSIONS SHOWN ON PLOT
PLANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER AND
CONTRACTOR FOR RESOLUTION.
1 7. WALLS AND FENCES ARE NOT PART OF THIS PERMIT. SEE LANDSCAPE PLANS.
18. ALL PVC DRAIN LINES SHALL BE 3" SOLID WALL (UNLESS OTHERWISE NOTED),
SCHEDULE 80, 1 % MIN SLOPE.
19. ALL DRAINAGE INLETS CONSTRUCTED ON BUILDING PADS SHALL BE NOS 6" SPEE-D BASIN
OR EQUAL.
20. ALL LOT DRAINAGE SWALES ARE TO BE A MINIMUM OF 1.0 % SLOPE.
21. ELEVATIONS ON THIS PLAN SHOWN AS "51.00" ARE TRUNCATED IN THE ONE HUNDREDS
PLACE BY 100.00 AS APPLICABLE. IE. 51.00 = 151.00
22. SETBACKS FOR THIS PROJECT ARE AS FOLLOWS:
FRONT YARDS = 15 FEET GARAGE = 20 FEIT
REAR YARDS -15 FEET
SIDE YARDS = 5 FEET
23. THE SOILS REPORT T/Tf..ED UPDATED GEOTECHNICAL REPORT, VILLAGES OF LA COSTA
-TH£ GREf:NS -PHASE 2 NEIGHBORHOOD 1.07 DATED JANUARY 13, 2006
PREPARED BY GEOCON INCORPORATED SHALL BE CONSIDERED AS A PART OF THIS
PRECISE GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
24. FOR ROUGH GRADING PLANS AND SPECIFICATONS SEE Cl7Y OF CARLSBAD DWG. NO. 427-6A.
25. STREET, CURB. & PAD ELEVATIONS AR£ PER EXIST. PLANS & SHOULD BE VERIFIED IN TH£
FIELD. IF ACTUAL ELEVATIONS VARY FROM THOSE SHOWN. NOTIFY THE ENGINEER OF WORK AT (858} 558-4500.
25. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PU.NS DATED 04/09/2006.
27. DRIVEWAY PAVING MATERIAL OUTSIDE OF THE R.O.W. TO BE 4• P.C.C. MIN.
I
KEY MAP
SCALE: 1 "=200'
PROJECT BOUNDARY
-----LOT LINES
70 LOT NO.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
28. STREET ADDRESS SHALL BE LOCATED ON BUILDING EXTERIOR IN ACCORDANCE WITH CITY FIRE CODE.
29. SEWER ff. CLEAN-OUTS ARE PER CITY OF CARLSBAD.
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND
IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN
SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING:
30. AN APPROVED BACKWATER VALVE IS REQUIRED FOR
DRAINAGE PIPING SERVING FIXTURES LOCATED
BELOW THE ELEVATION OF THE NEXT UPSTREAM
MANHOLE COVER. FlxnJRES ABOVE SUCH ELEVATION
SHALL DISCHARGE THROUGH THE BACKWATER VALVE. A. HYDROSEEDING SHALL Bf: APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO
VERTICAL) OR STEEPER WHEN THEY ARE:
a. 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 SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS
OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS
IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRfTERIA:
1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT AR£·
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK
COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER
HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO
HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE
CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR TT/£ GROWTT! 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 CAL!FORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. liEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED 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 DRIUING OR BROADCAST/NG BEFORE HYDROSEEDING.
OF THE CONTRACTOR.
,. 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-TOX/C WW/NG AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW)
MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER 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 SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE
RA TE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEED/NG BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NAT/ON OF:
a. TRACK WALKING SLOPES STEEPER THAN 6:1
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED
VIABLE CONDITIONS FOR GROWTH.
E. HYDROSEEDED AREAS SHALL Bf: 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 Rf:LEASED.
!'LANNING
ENG1NlfRlNC
SURVEYING
HUNSAKER
& ASSOCIATES
SA.N DIEGO, INC
10179 Huennekens Street
Sart Diego, Ca 92121
PH(858)55B-4500 · FX(858}5S& 1414
SIGHT DISTANCE TRIANGLE (2.5' MAX. HEIGHT OF
ANY OBJECTS, VEGETATION, SLOPE &: AS
MEASURED FROM ROAD SURFACE)
TYPICAL CORNER LOT
SIGHT DISTANCE SETBACK
NTS
,I
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II
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37.5'
PLAN 1
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TYPICAL ARCHITECTURAL FOOTPRINTS
NOT TO SCALE
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! ;
DEEPENED FOOTING REQUIREMENT
FOR PLAN 4 WITH OPTIONAL GUEST SUITE
NOT TO SCALE
...22£
I
FUEL MODIFICATION NOTES:
ZONE A-1:
•PLANTED WITH GROUNDCOVER OR LOW GROWING SHRUB
SPECIES (LESS THAN 3 FEET IN HEIGHT) KNOWN TO HAVE
FIRE RETARDANT QUALITIES.
•NO TREES OR SHRUBS ALLOWED.
•NO STRUCTURES ALLOWED INCLUDING PATIO TRELLISES, ARBORS,
FIRE PITS, GAZEBOS, ENCLOSED PORCHES, AND
BALCONIES.
• IRRIGATED.
ZONE A-2:
•PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES
KNOWN TO HAVE LOW FUEL CHARACTERISTICS.
• NO TREES ALLOWED.
•IRRIGATED.
ZONE A-3:
•PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES
KNOWN TO HAVE LOW FUEL CHARACTERISTICS.
• TREf:S ARE ALLOWED BUT SHALL BE PLANTED CLOSER THAN
20 FEET APART.
•IRRIGATED. 14• TRANSITION
2•-3" ABOVE STRAIGHT GRADE
I 2"-J" BELOW
r:iTGRA°:_ ---I I ;,,..--,
\_GARAGES -I -LAB
ii'.
SET BACKS--, PER PLAN
PL
C
NOTE: SIDE SLOPE RA TIO VARIES
4' AND UNDER ARf: l.5:1 &:
OVER 4' ARE 2:l.
NOTE: WALKWAYS ARE FOR
REFERENCE ONLY AND NOT
TO BE CONSTRUCTED PER
THIS PRECISE GRADING PLAN
>---+-SET EIACKS PER PLAN
C
NO MOUNDING
IN THIS AREA (TOP OF SLOPE
0.5' MIN AEIOVE SWALE &
NOT TO EXCEED FINISH PAD ELEY.)
TYPICAL LOT EROSION CONTROL DETAIL
BLDG
D
(l;
PLAIIIVIEW
(l; FOUNDATION
SECTION 0-0
N.T.S.
PL
D
l
L 2.0' MINIMUM
FOOTING DEPTH
2
(PER ARCHITECTURAL
DRAWINGS)
TYPICAL DEEP FOOTING DETAIL
N.T.S.
NOTE;
N.T.S.
VARIES
5' MIN
1 1' MIN. 3' MIN*
5• MIN. MUDS/LL
• 4' TYPICAL UNLESS
OTHERWISE NOTED
DE:EPENED FOOTING
WHEN REQ'D
(SEE DETAIL BELOW)
4'
SECTION A-A
N.T.S.
EXISTING BERM TO REMAIN AND
CONTRACTOR SHALL MODIFY FENCE
HEIGHT AND LOCATION AS NECESSARY
TO COMPLY WITH CITY REQUIREMENTS
-EXISTING GROUND SURFACE
H IN FEET L IN FEET
SEC710N 8-B o'-5 -
5'-20· 2.5'
20' 40' ~·
OVER 40' 10'
SLOPE ROUNDING DETAIL
(DOES NOT APPLY TO SIDE
SLOPES B£7WEEN RESIDENTIAL
UNITS)
5' MIN PL
J' MIN• 1' MIN
BLDG PAD ELEV. 2 r":::::::;=:-------'~'.,'j~~-'-'-".:2-;;;%-;Mfii/,;r.: , • .,'.::=='7':::::J 1
21 % ,,,,.., ••
ELEV. MUST BE EQUAL
TO BLDG. PAD ELEV. OR
HIGHER
DEEPENED FOOTING
WHEN REQ'D • 5' TYPICAL UNLESS
r_j
DEEPENED FOOTING
DEPTH ON THIS DETAIL
IS D/AGRAMMA TIC; Sf:£
PLAN FOR ACTUAL
DEPTHS
(SEE DETAIL BROW) OTHERWISE NOTEO
SECTION C-C H I
_ STRAIGHT GRAD£ FT/OM BACK OF ------DRIVEWAY APPROACH TO GARAGE SLAB.
DRIVEWAY TRANSITIONS FOR
DRIVEWAY EXCEEDING 12% SLOPE
N.T.S.
NOTE:
1) THE MAXIMUM DRIVEWAY SLOPE, MEASURED ON THE LOWER OR STEEPER
SIDE OF THE DRIVEWAY, SHALL 8£ 14%. SLOPES EXCEEDING 14% SHALL
REQUIRE SPECIFIC APPROVAL BY TH£ CITY ENGINEER.
2) WHEN THE MAXIMUM DRIVEWAY SLOPES EXCEEDS 12%, INCORPORATE
TRANStnONS AS SHOWN ABOVE. THIS "ROLL• IN THE DRIVEWAY IS INTENDED
TO HELP AVOID BOTTOMING BY LONGER VEHICLES ANO TO MAKE
TH£ DRIVEWAY MORE PLEASING VISUALLY.
2" MIN
4• MAX
12" MIN'
/ FIBER ROLL a• MIN
FIBER ROLL
N.T.S.
WOOD STAKE
J/4"x.J/4" MAX
4' SPACING
N.T.S.
"AS BUILT"
RCE ____ EXP. DATE
REVIEWED BY:
INSPECTOR DATE
""""" I SHEET~] CITY OF CARLSBAD··· 1-----/--~--IL..---------------J-----t---,---,--j 2 ENGINEERING DEPARTMENT
-+---i----1
ENGINEER OF WORK
PRECISE GRADING:
LA COSTA GREENS
NEIGHBORHOOD 1.07
CT 04-15
------
APPROVED DAVID D.7:fZ. ~-~~ t IS <)?
DEPUTY CITY ENGINEER ~RC~E 33081 EXP. 06.30 8 DATE
~~,I&!)_,,-, ___ -!.~_ k "'A,teuK s/2//o 7 ... ·_~---+---1------------------1--:c:::::--r:~~~0:::cAT_E_,_1-N1-T1A-L_, owN sY, __ ~ ~R6.1Ecr No. · : DRAWING No. R ONO L. MARTIN DATE DATE INITIAL REVISION DESCRIPTION ' DATE INITIAL :;:~ :~:~.. PU D_ ... o .. 4-13(A) ' 427-6C
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SCALE 1 •~ 20'
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
Pl.ANNING 1017' Huennekere Street
ENGINEEIUNCi San Diego. Ca 92121
SURVEYJNt PH(858)558-450D· FX(858)558141f
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Q_ ~~A,,t_ ~-4/4?
RA-6/0ND L. MARTIN DATE
R.C.E. NO. 46670 EXP, 6/30/08
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DATE INITIAL
ENGINEER Of WORI
---------·
SEE SHEET 10
i\l?EY, SEr-sACKS l,OT $7 ANO P/,<4$/N,I -,,fi,4-•W
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
SIGHT OISTANCE CORRIDOR
PER FINAL MAP
"AS BUILT"
RCE EXP.
REVIEWED BY:
INSPECTOR
I SH3ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
PRECISE GRADING:
IA COSTA GREENS
NEIGHBORHOOD 1.07
CT 04-15
DATE
DATE w 1
APPROVED DAVID A. ~f;,/ ,Jtf1
DEPUTY CITY ENGINEER RCE 3081 EXP. 06/_JOZOBI ATE ,,.1.,,.1" r..1-9 OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY:fi= PUD 04-13(A) 427-6C
CITY APPROVAL RVWD BY:
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SURVEYING PH(858)556·4500· FX(858)558·1414
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OPEN SPACE
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ENGINEER or WORK
£ ~ ~,tvC_s-/2/41
RAtM<lND L MARTIN DATE
R.C.E. NO. 48670 EXP. 6/30/08
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CATE INITIAL
ENGINEER or WORI
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DATE
RC£ EXP.
REVIEWED BY:
INSPECTOR DATE
CTD I SH;rs 1 CITY OF CARLSBAD
ENGINEERING DEPARTMENT 1
PRECISE GRADING:
IA COSTA GREENS
NEIGHBORHOOD 1.07
CT 04-15
APPROVED DA~-A:,/Hjj!~ER ,J,~
RC£ 33081 EXP. 06/ J0/0~ DATE DEPUTY CITY ENGINEER
DRAWING NO. PWN BY: PROJECT NO.
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