HomeMy WebLinkAboutDWG 439-3A; CDP 05-21; THE KELLAS RESIDENCE PARCEL B OF PM 11174; 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 APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAf\1£ ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUnON OF CONDITIONAL APPROVAL. CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS D/SC0\1£RED.
3. CITY APPROVAL OF PLANS DOES NOT REL/EV£ THE DE\1£LOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL 8£ PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE. PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADD/T/ONAL INSURED ON TH£ P£RMITTE£'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RA TING OF A ANO A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY ''BE;STS'' KEY RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF TH£ UNIFORM BUILDING CODE.
RETAJNING WALLS OUTSIDE OF PUBLIC RIGHT .OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVf BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY TH£ CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL TH£ PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS ltlLL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLAN$ AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VfHICLES 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
CURVfS, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
/NSP£CTOfi WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT/$ REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL 8£ DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL$ MECHANICS. ALL FILL OR FUTURE FILL AREA$ SHALL BE CONSTRUCTED IN
ACCORDANCE WITH TH£ CITY OF CARLSBAD STANDARD SPECIF/CA TfONS
DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR.
14. A PRFCON$TRUCTTON MITT/NG SHAU BF Hf/ D AT THF S/TF PRIOR TO THC
BEGJNN!NG Of WORK AND SHAil BE ATTENDED BY All REPRESENTA VY£$
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER
ASPECTS OF THE: WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST F!Vf(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE
PRECONSTRUCT/ON MEETING. APPROVfD DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT MLL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
15. All INSPFCVON REQU£STS OTH£R THAN [OR PRFCONSTRl!CVQN Mf£VNG Will BE
MAD( BY CAI /ING THE £NG/N££RING 24 HOUR /NSP[CTION REQUEST LINE AT
(76Q) 438 3891, INSPECDON R[QUl;ST MUST BE R£C£/VEQ PRIOR TO 2: 00 P,M.
ON THE DAY BEFORE TH[ INSPECTION IS NEEDED. 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 DAYS LATER.
16. TH£ OWNER AND/OR APPLICANT THROUGH THE DEVfLOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING. AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ 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 Fl\1£ FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. If THf PLAN VARIFS FROM THF SHORING SYSTFM
STANDARDS ESTABLISH[[) BY TH£ CONSTRUCTION SAFETY ORDERS, TITLE 8
CALJFORNIA ADMINISTRATIVE COD£, TH£ PLAN SHALL BE PREPARED BY A
REGISTfRED ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA
£XCAVA TION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VAT/ON.
18. NO BLASJJNG SHALL BE PERFORMED UNJJL A VALID BLASTING PERMIT HAS BffN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA TfON FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA TfONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVFRED WITHIN ANY WORK AR[A
DURING CONSTRUCTION, OPERATIONS WJU CEAS£ IMMEDIAT£L Y AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECE/\1£D WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO. INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 AM AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
Cl TY ENGIN££R FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WAST£ MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH[ CONTRACTOR
SHALL BE RESPONSIBLE; FOR ANY DEBRIS OR DAMAGE; OCCURRING ALONG 1HE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA T/QN.
23. BRUSH SHALL BE REMOVED ONLY V~ THIN THE AREA TO BE GRADED. NO TREES ARE
TO BE. REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING Rf.SUL TING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND 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. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REM0\1£D
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDEO
WITHIN TEN (10) DAYS OF TH[ TIM£ WHEN EACH SLOPE 1$ BROUGHT TO GRAD£
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 439-JA , AND/OR AS DIRECTED BY TH£ CITY
ENGINEER OR PLANNING DIRECTOR
29. TH£ OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH TH£ LANDSCAPE
AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE ltlTH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. STOf?M DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE MTH A MINIMUM
D-LOAD OF 1.350. FOR PR/VA TE STORM Df?A/N PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH 3/4"
ROCK PER SDRSD S-4 TYPE "c" AND PIPE MITTS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
31. WHERE AN EXISTING PIP£ LINE IS TO BE ABANDONED AS A RESULT OF TH£
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED ltlTH PROPERLY COMPACTED SOILS. IN OTHER
A,~EAS THE PIPE WILL BE PLUGGED WI TH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VfRIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN TH£ PROJECT SITE SUFflCIENTL Y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT TH£ ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK ltlTH 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/CA T/ONS (760)806-9809
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980
"CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722
'SAN DIEGUITO WATER DISTRICT (760)633-2650
'LEUCADIA COUNTY WATER DISTRICT (760)753-0155
"VALLEC/TOS WATER DISTRICT (760)744-0460
'OL/VfNHA/N WATER DISTRICT (760)753-6466
'BUENA SANITATION DISTRICT (760)726-1340
' ~ AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
A f.QE CONTRQJ.LED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVf TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {11.06.170(8)}
CARLSBAD MUNICIPAL COD£.
8. 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 COD£:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TfON ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE Of COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUil T GRADING PLAN.
( 3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL 8£ARfNG CAPACITIES, A STATEMENT AS TO
THE EXPANSll/f 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 TH£ REQUIREMEN rs AND
RECOMMfNDA TIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJ[CT IS ISSUED WITHIN ON£ (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY 8£ REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE R£QUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TITLED GEOTECHNICAL INVEST/GA TfON KELLAS RESIDENCE
4424 HIGHLAND DRIVf, CARLSBAD CALIFORNIA
PREPARED BY SOUTHERN CALIFORNIA SO// & TESTING. INC DA TED
NOVEMBER 15 ,20~. AND REVISED EARTHWORK ANO FOUNDATION
RECOMMENDATIONS, DATED FEBRUARY 17 ,2o.J!.6.., SHALL BE CONSIDERED AS A
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
R[COMMENDA TIONS 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 01/fR THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THf DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJfCT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER Of WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: LOGAN ENGINEERING
ADDRESS: 132 N. EL CAMINO REAL SUITE N
DA TE: _.;;._{; ~_/_r./._-~--=G-
R.C.E. N0.:--'-39~7=2~6 ____________ _
REG/STRA T/ON EXP/RATION DA TE: _:.::12:.,../.::.31'"-Ji.=.0:...7 ____ _
SOILS ENGINEER'S CERTIFICATE
SIGNED:
LICENSE EXP/RATION DA TE:
I
GRAPHIC SCALE
0 40
' . ,
_._/"" ---•-•'
"•
'-, / ··--...
1"=40' SHEET 2 & 4
80 120
INDEX MAP
VICINITY MAP
CITY OF OCEANSIDE
HIGHWAY 78
NOT TO
SCALE
CITY OF VISTA
PACIFIC
OCEAN
cosr, AVE
CITY Of ENCINITAS
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENG/N£Efi
OR GEOLOGiST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY OF i-rn1s SITE
4) ~ , . ~ 6-/1-~dr,, d,
BILL KELLAS DA TE
~ /fib&; ~-11--0{:
LAURIE KELLAS
621 SAL TGRASS A VENUE
CARLSBAD) CA 92009 TEL. (760 931-6974
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FlfLD
__ METHODS FROM INFORMATION GATHERED ON [f;BRUARY 25
20...JJ.5.....BY WAYNE STUTZMAN
DATE
TOPOGRAPHY SHOWN HEREON CONFORMS TO NA TfONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
206-192-28
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 1996529 E~8=23=8~7=2~7 ______ _
TYPE
BIO-FILTRATION
EARTHWORK QUANTITIES
CUT: 350 CY
FILL: 550 CY
IMPORT: 200 CY
EXPORT: 0 CY
REMEDIAL: 0 CY
WORK TO BE DONE
7H£ GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARA T/ON OF AS-BU/LT 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.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIM[ OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4. RESOLUTION NO. 6009 DA T[D JANUARY 18 2006
5. TH£ STANDARD SPECIF/CA TfONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY SOUTHERN CALIFORNIA SOIL & TESVNG INC DATED NOVEMBER 15, 20047 --~~~~~=~~~--
7. TH£ SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITION$
DATED-----------
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED _______ _
LEGEND
DESCRIPTION DWG,NO, SYMBOL QUANTITY
EXISTING ASPHALT PA V[D ROAD
PROPER TY BOUNDARY LINE -------5' CONTOUR LINE LABELED
1' CONTOUR LIN[
SPOT £LEVA TION OF EXIST. SURFACE
LIMIT OF GRADING/DISTURBANCE
SIGHT LINE
HANDRAIL
30-INCH STEM WALL BY SEPARATE PERMIT
RETAINING WALL PER RSO C-4 BY SfPARA TE PERMIT
AREA DRAIN AND 4-/N PVC PIPING
GRASS LINED BMP SWALE
UNLINED SWALE
LIMITS OF PR/VA TE UTILITY EASEMENT
SILT FENCE
---1601---
0 0
C a a-39 LF
PER ARCH PLANS
1005 SF
-1111 2 EA • • • 81 LF
32 LF
--
.32 LF
AB8RE\IIATIONS
FG -FINISHED GRADE
FS • FINISHED SURF ACE
BW • BOTTOM OF WALL AT FINISHED GRADE
TW • TOP OF WALL
TL • TOP OF LANDING
REQUIRED TREATMENT CONTROL BMP TABLE
DESCRIPTION OWNERSHIP MAIN I ENANCE
TC-30 VEGETATED PRIVATE HOMEOWNER
SWALE
L .
::;H1::ET NO
2
MAINTENANCE
FREQUENCY
PER HYDROLOGY REPORT
· Civil Engineering
· Land Planning
· Structural
· Surveying
132 N. El Camino Real, Ste N · Encinitas, CA 92024
Phone 760-510-3152 Fax 760-510-3153
P~NN~DEPARTMENT APPROVAL ill BUILT"
fj ... (0~1 wt DATE: G./27,ft
(SIG~
EXP. t.,3/~1 lJO!l Ne.u,.ssi,sn."'-t-PLANNING DIRECTOR DATE Cbvua. J<1eY;tM-DATE: ½G7/b REVIEWED BY: (SIGNED)
RECOMIIENDED BY: CJlnS ~n r.'.l, ,;..,,,,_.,-'---.._ ?•/,/-~~
( llAIIE) SPECTOR DATE
BENCH MARK
I SHE1ET I CITY OF CARLSBAD ~ J-----1---+-----------------11---+--t----t--1 ENGINEERING DEPARTMENT L..±_j
J----+---+----------------+----t---+----+----t
DESCRIPTION: CITY OF CARLSBAD 2 1/2" BRASS DISC (CLSB-118)
LOCATION: WEST SIDE OF ADAMS STREET @ HIGHLAND DRIVE
RECORDED: FEBRUARY 8 2002
ELEVA T/ON: 88.671 DA TUM: _M_SL ___ _
CARLSBAD MUNICIPAL WATER DISTRICT
WILLIAM E. PLUMMER DATE
DISTRICT ENGINEER R.C.E. 28176
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OlHER APPROVAL CITY APPROVAL
GRADING & EROSION CONTROL PLANS FOR:
THE KELLAS RESIDENCE
PARCEL B OF P.M. 11174
APPROVED
.,,_/4.....,;.,~<-=-JZ"--, ,,_,v:n...,~_.·=· ...,___ ___ 4/:-UJ/.pt:..
CONRAoc:;&;;,;ANN ~EXP 6 30 06 DATE"
OWN BY: ,IPC PROJECT NO. DRAWING NO.
CHKD BY: CDP 05-21 439-3A RVWD BY·-
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100
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"' I I
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"'
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\
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EX WALL
TO BE
REMOl/£D
REQUIRED TREATMENT CONTROL BMP TABLE
0
TC-30 VEGETATED
SWALE
"
QUAN ITV
62.75 LF
GRASS LINED TREATMENT SWALE
GRAPHIC SCALE 1''=101
10 20 30
GRADING PLAN
I I
I
/
/
I I
I
EX WALL
@BEGIN PORTION
TO BE REMOVED
P/11VATE UTILITY EASEMENT ,
PER DOC NO 2006-0277082+/~~ ,-J
/DATED APRIL 20, 2006
!
/ r:::,' .I~ ~Q.1 'l-1: \ .
I Je,,-,"
PROPOSED
RESIDENCE
FF = 161.5
GRASS
SCALE: 1 "=10'
\
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J 1. 1
FG \
\
PROP.
WOOD
"t>ATIO
FS ~-. !6-L3
AC
/]
,:'.'! ,/::i ' >j ---
1.09 1 ___.,. \: ~ I
I I
I ;,;
1 161.42
FS ,:J
PRoPdsEo GARAGE
FF\,--161.5
PROPOSED
RESIDENCE
FF -161.5
PAD -160,75
i ..
/", £,,,,i7·'15.J;}~ '·,,,
v-tAt\
\
I
CARLSBAD MUNICIPAL WATER DISTRICT
WILLIAM E. PLUMMER DA TE
DISTRICT ENGINEER R.C.E. 28176
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NOTE:
ALL UllUTIES SHOWN HEREON ARE BASED ON RECORD DRAWINGS AND
FIELD1VERlF1CATION. EXACT LOCATION OF UTILITIES TO BE CONFIRMED
PRIOl'I TO ORDERING OF MATERIALS.
I I
f40TE TO CONTRACTOR: I / CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL
, EXISTING ON-SITE UTILITIES, INCLUDING THOSE NOT SHOWN HEREON, PRIOR
TO ORDERING MATERIALS, CONTRACTOR TO PROVIDE UTILITY LOCATION DATA
TO ENGINEER PRIOR TO MOBILIZATION,
EX DRIVE
£OGE Of
PAVEMENT
BOT!i HORIZONTAL ANO VERTICAL LOCATION OF EXISTING WATER SERVICE TO
BE VERIFIED BY CONTRACTOR. IN THE EVENT WATER SERVICE IS LOCATED ON
PROJECT PROPERTY, OWNERS TO PROVIDE PRIVATE EASEMENT TO PROPERTY
OWNERS WHOSE RESIDENCE THE WATER LATERAL SERVICES.
EX ORNE EDGE OF
PAVEMENT
EX J/Af.[
,/-REMOVED .. , PROPERTY
AC
PROPOSED RESIDENCE
AC
GRADING PLAN(S)
LEGEND: WORK TO BE DONE
(D CONSlRUCT EDGE OF NEW DRIVEWAY.
@ RETAININO WAU.. PER SORSO C-3
@ PROPOSED UMlTS OF GRAOINO (DA YI.IClHT LINE)
@ PROPOSED AREA DRAIN &c 4-INCH PVC PIPINO
@ PROPOSED 30--INCH STEM WAU..
@ EXISTINO WALL TO BE REMOVED
(j) PROPOSED SETBACK
@ PROPOSED HANORAIL
@ PROPOSED MASONRY RETAININO WALL PER RSO C-4
BY SEPARATE PERMIT Q9 PRIVATE UTILITY EASEMENT PER DOC NO 2006-027708
DA _TED -"PRIL 2.9, 2006
SECTION
SECTION
PROP BMP SWALE
PROP FG
ABSREYIA llONS
FO • FINISHED ORAOE
FS = FIN1SHED SURFACE
BW • BOTTOM OF WALL AT FINISHED GRADE
TW = TOP OF WAU..
TL • TOP OF LANOINO
A
SCALE: 1 "=5'
PROP FG
160 +/-PROPOSED RESIDENCE
8
SCALE: 1 "=5'
PL
DOUGLASE.lOGANR.C.E. 39726
f-(~p
DATE
EX DRIVE
EDGE Of
PAVEMENT l . · Civil Engineering
· Land Plannlng
· Structural
· Surveying
132 N. El Camino Real, Ste N · Encinitas, CA 92024
Phone 760-510-3152 Fax 760-510-3153
REVIEWED BY:
., l,VI. .,_l ._ -
DATE
-------------+----+--1---1----1 I SH2EET I CITY OF CARLSBAD ~ ' ENGINEERING DEPARTMENT L_i._J ~=:::'....:::==========:::'....:::===: GRADING PLANS FOR:
1----+---+-------+--+---+-----+------l THE K ELLA S RE SID ENCE
PARCEL B OF P.M. 11174
APPROVED$ •
/41'.·~~ CONRADC.HA ANNRCE 3069EXP 6 30 06
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INlllAL
OTHER APPROVAL CITY APPROVAL
PROJECT NO.
CDP 05-21
DRAWING NO.
439-3A
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
LAURIE KELLAS (760) 931-6974
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 'MTHOUT 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 CONTIRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED 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 ENO OF EACH
WORKING DAY WHEN THE FIVE (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 GERMINATION OF HYDROSEEDEO SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STIRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
B.
C.
D.
E.
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
SPECIFICATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE 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 TREA ThAENT.
HYDROSEEDED AREAS SHALL BE IRRIGA TIED IN ACCORDANCE 'MTH THE FOLLO'MNG
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATIED BY HANO
WA TIERING 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 IRRIGA TIED 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.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE 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 CALIFORNICA
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. ITEMS 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 DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MA TIERIALS SHALL BE TRANSPORTIEO TO THE JOB SITE 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 THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAUUCALL Y APPLIED FIBER MATERIAL. WHEN STIRAW 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, 'MTH
15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION 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. CONDITIONING 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.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEOING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
EXISnNG GROUND
l
14'MIN.
T
PUBLIC RIGHT-
Of-WA Y
50'MIN.
8. MIN.
PROFILE
E.I.Atf.
PUBLIC RIGHT-OF-WAY
PROVIDE APPROPRIATE TRANSlnON
BETWEEN STABILIZED CONSTRUCT/ON
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
FLow---
4• VERnCAL FACE
EMBEDDING DETAIL
ANGLE FIRST STAKE TOWARD
PR£V/OUSL Y LAID BALE ---•
ANCHORING DCT.A1J.
♦ DRAINAGE AREA LESS THAN 1 ACRE
STRAW BALE DIKE
1. SET POSTS AND [XCAVA TE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG TH£ LIN£ OF POSTS.
---------~ / ---~ ~~
3. ATTACH TH£ FILTER fABRIC TO
TH£ WIRE f£NC£ AND EXTEND IT
IN TO TH£ TRENCH.
2. STAPLE WIRE FENCING TO
TH£ POSTS.
4. BACKFILL AND COMPACT TH£
EXCAVATED SOIL.
SILT FENCE
FILL SLOPE
9 IN.
MIN.
2 rT
EARTHEN RIDGE
UNLINED SWALE & BERM
r-WIRE SCREEN
GRAVEL FIL T£R -··· OVERFLOW
.. -,"',-......._,,
......... , , ... .... , ...... ·······--· ... ' ................. '. .. . • , ••••• ., •••• , ' ••• ' <> •••• ' • •··· . . .... 0 0 H
I
RUNOFF
WATER WITH
SEDIMENT
SEDIMENT
I I 1 FIL T£R£D WATER
I
\ __ DROP INLET
WITH GRAT£
-~--CONCRETE BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
DROP INLET
WITH GRATE
STRAW BALES
STAKED WITH TWO
STAKES PER BAL£
COMPACTED SOIL
TO PREVENT PIPING
2X6 STRUT(S)
RUNOFF WATER
WITH SEDIMENT
£ND AND SID£
OVERLAP AT
CORNERS
2X6 STRUT(S)
REQUIRED WHEN
NOTED ON PLANS
HAY BALE SILT BARRIER
GRAVEL BAGS OVERLAP
ONTO CURB -1
STAKED
STRAW BALE
-2X6 STRUT(S)
FILTERED
WATER
•
?-=r:.. ~-/.,(_1--_,_ --
3 FT (0.9 M) MIN.
FLOW ----
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
THREE LAYERS OF GRAVEL BAGS
WI TH FNDS OVFRLAPP[D
GRAVEL BAGS
4"-6' LOGS
24"
18" l
LOG CHECK DAM
A
POINTS A SHOULD 8£ HIGHER THAN POINT 8
HAY BALE CHECK DAM
6 IN (15 CM)
24 IN (61 CM)
j
COARSE AGGRF~=ATE !
FLOW --24 IN (61 CM)
o I
(B)
L=DISTANCF SUCH THAT POINTS
A AND 8 AR£ OF EQUAL ELEVATION
GRAVEL CHECK DAM
DESCRIPTION
STABILIZED CONSTRUCTION ENTRANCE
STRAW BALE DIKE
SILT FENCE
UNLlNED SWALE & BERM
D-75 LlNED SWALE
BLOCK-SCREEN-GRAVEL SILT BASIN
HAY BALE SILT BARRIER
GRAVEL BAGS
PUNCHED STRAW
LOG CHECK DAM
HAY BALE CHECK DAM
GRAVEL CHECK DAM
RIPRAP
GRASS LlNED BMP SWALE
.t. .
GRADING PLAN(S)
LEGEND
QUANTITY
350 SF
335 SF
32 LF
96 EA
81 LF
SYMBOL
------,--,--
c:::;> c:::;> c:::;>
VI VI VI VI
cxnxaL
-....... --1 .. ►I
· Civil Engineering
· Land Planning
· Structural
· Surveying
132 N. El Camino Real, Ste N · Encinitas, CA 92024
Phone 760-510-3152 Fox 760-510-3153
REVIEWED BY:
DATE
'7•//•9J
DATE
f-------+--+-------------+---+---+---+-----jl SH3EET I CITY OF CARLSBAD ~4E
ENGINEERING DEPARTMENT l___±__j :=='..::::::=========-===: EROSION CONTROL PLAN FOR:
1-----+-----+----------+--+---t----! THE K EL LAS R ESI DEN CE
PARCEL 8 OF P.M. 11174
APPROVED dr
/4«<<~~r HA ANN RCE3069 EXP 6 30 06
DA TE INITIAL
ENGINEER Of WORK
II!
REVISION DESCRIPTION
DA TE INITIAL DA TE INl11AL
OTHER APPROVAL CITY APPROVAL
OWN BY: IPC PROJECT NO.
~~~ ~~· CDP 05-21
DRAWING NO.
439-3A
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•" ---_.---r -··· -1. ' · Civil Engineering
· Land Planning
· Structural
· Surveying
132 N. El Camino Real, Ste N · Encinitas, CA 92024
Phone 760-510-3152 Fax 760-510-3153
/
DATE
l--____j--+-----------t---r-1~-----r-71 SH4EET I CITY OF CARLSBAD fsRE_ffil
ENGINEERING DEPARTMENT l__±_J t::::~~:::j:::::::::::::::~,::::::::::::::~~::::+::::t::::i:::_J EROSION CONTROL PLAN FOR:
THE KELLAS RESIDENCE
1--+--+---------t--r-~t--r-1 PARCEL B OF P.M. 11174 1----+--t------------t---t-----t-1~ ~=~::::===========7 APPROVED ar -' l------l---l----------t---i------r-~11 1~~-...6...:.,~=,,.;,a.....,.~~~'7J"-=~=-=-~bte/44
ix>NRAD c:~RCE 3~0 06 DATT""
DA TE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL
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