HomeMy WebLinkAboutDWG 419-3A; CDP 03-29; LAUER RESIDENCE - 4379 HIGHLAND DR; 01-03GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PRE\IIOUSL Y APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL COD£, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJEcr THE ENGINEER IN RESPONSIBLE CHARGE $HALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WJLL 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 ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TH,f: INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF 'A AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE $£PARA TE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLAN$ BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL 77-1£ PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON Tl-IE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEEr .
9. ORIGINAL DRAWINGS $HALL BEC~E THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE Cl TY ENGINEER.
10. 77-1£ ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF 77-1£ WORK BY 77-1£
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITI-/IN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL 8£ SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA 1E OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FJELD TESTS.
1J. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN 77-1£ SOILS REPORT 1$ REQUIRED
PRIOR TO 77-1£ ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL 8£ DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTED IN
ACCORDANCE WITH THE Cl TY OF CARLSBAD STANDARD SPECIF/CATIONS AND 77-1£
" EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJfCT INSPECTOR.
14. A PR[CONSTRUCTION MUTING SHAil BE HEID AT THE SITE PRIOR ID Tltf
BEGINNING Of WORK AND SHAii BE ATTFNDfD BY All RfPRFSfNTAIJ:1£S
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, 1ESTING AND ALL
OTHER ASPFCTS Of THE WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK ( 1-760-438-3891) AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST 8£
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. All INSPFCTION RFOUfSTS WU t Bf
MADE BY CAI I ING THf ENGfNEERING 24-HOI/R /NSPfCVON RFOUEST t INF . .AL
(76o> 438 3891 INSPE;CVON REQUEST MUST Bf R£CFl\:f0 PRIOR TO 2: oo P,M, 1?f1 THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
E NEXT WORK DAY UNLESS YOU REQUEST OTHERWJSE. REQUESTS MADE AFTER
2: 00 P.M. WILL 8£ SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
$HALL 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, 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 SHOWJNG
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CA \/ING GROUND DURING THE
EXCAVATION OF' SUCH TRENCH OR TRENCHES OR DURING THE PIPE JNSTALLA TION
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 THf Pl AN VARIES FROM THF SHORING SYSlfM
~TAN~RD:f EgTAB~SHEDJY TH[ CONSTRUCTION SAFETY ~ROERS. TITLE 8
Aur:RNi A MJN[TRATIVC coot: n-iE PLAN SHALL BEREPARED BY A
REG/STEREO ENG/NffR AT THE CONTRACTORS FXPFNSF A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL 8£ PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF' THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES AR[ DISCOVER£D WITHIN ANY WORK AR[A
DURING CONSTRUCTION, QPERAUONS f\'U.L CEASE IMMEDIATELY. AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED 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 ANO ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE UMl1ED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUC1ED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUN1ER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEP0$I1ED AT, A SITE APPROVED BY THE CITY ENGINEER. IHLJ:JJ!:iIRM:K
SHALL Bf RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG n-tE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
2J. BRUSH $HALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER 1$ NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT $LOPE.
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 DIREC1ED 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 8£ LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMOVED
AND DISPOSED OF AT A $/TE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL 8£ IRRIGATED, STABILIZED, PLAN1EO AND/OR HYOROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLAN$ FOR
THIS PROJECT, ORAWJNG NO. NIA , AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WJTH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. $TORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WJTH A MINIMUM
D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4"
ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEETS ASJM STANDARD JOJ4 FOR
SOR 35 SOLID WALL PIPE.
J1. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL 8£ REMOVED WJTHJN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WJLL 8£ PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF' ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFJCIENTL Y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCA TJONS ARE IN CONFLICT WJTH THE PROPOSED
WORK.
JJ. THE CONTRACTOR SHALL NOTIFY AF'FEC1ED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
DANIELS CABLEVISION
CITY OF' CARLSBAD(STREETS & STORM DRAIN)
"CARLSBAD MUNICIPAL WATER DISTRICT
'SAN DIEGUITO WA 1ER DISTRICT
'!.EUCADIA COUNTY WA 1ER DISTRICT
"VALLECJTOS WATER DISTRICT
"OLIVENHAIN WATER DISTRICT
'BUENA SANITATION DISTRICT
*AS APPROPRIATE
J4. PERMIT COMPLIANCE REQUIREMENTS:
1-800-422-4/JJ
(760)438-6200
(760)489-3441
(760)438-5241
(760)438-2980
(760)438-2722
(760)753-1145
(760)753-0155
(760)744-0460
(760)753-6466
(760)565-5657
A. FOR CONTROLLED GRAD'!;¥ -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND OR GEOLOGIST TO GIVE 1ECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {11.06.170(8)}
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL Of A GRADING PERMIT -THE FOLLOWING
REPORTS MUST 8£ SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {11.06.190(8)} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF' COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARJMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
RELD AND LABORATORY 1ESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOIL$ ENGINEER THAT THE
GRADING WA$ DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS RF:PORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
JS. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AF7ER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE RE()UJRED
TO 8£ RESUBMITTED FOR PLANCHtCK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
J6. THE SOILS REPORT TITLED GEOTECHNICAL EVALUATION PROPOSED RESIDENTIAL
DEVELOPMENT VACANT LOT ON HIGHLAND DRIVE PREPARED BY GEOTEK, INC, DA TED
JANUARY JO, 2004 SHALL 8£ CONSIDERED AS A PART OF THIS GRADING PLAN. ALL
GRADING SHALL 8£ DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
SPECIF/CATIONS CONTAINED IN SAID SOILS REPORr
OWNER
"DECLARATION OF RESPONSIBLE CHARGE" --
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PRO,JtCT,
THAT I HA VE EXERCISED RE:SPONSIBLE CHARGE OVER THE DESIGN OF THE
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
CODE, AND TIIAT THE DESIGN 1$ CON$/$1ENT WJTH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRA WJNGS AND SPEC/RCA TIONS
BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER
OF WORK, OF MY RESf'ONSIBILITIES FOR PROJECT DESIGN.
FIRM: PASCO ENGINEERING INC.
ADDRESS: 535 N. HWY 101 SUITE A
CITY, STA TE:50LANA BEACH, CA
TELEPHONE: (858)259-8212
BY: 7.,,/,, • -j/ ,::vXA!=,~-----
/ WAYNE A. PASCO
R.C.E. NO.:--=c2cc95cc.7c...7 ____________ _
REGISTRATION EXPIRATION DA1E:~J/~J_1~/2_0_0_7 ____ _
SOILS ENGINEER'S CERTIFICATE
J, ,S:IJ-/ON 1 SAIIO , A REGISTERED
CIVIL ENGINEER OF Ti-IE STA TE OF CALIFORNIA, PR/NC/PALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANIC$, HEREBY
CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION
BETWEEN THE DATES OF rAAIYA-gy kl-, 20~'( AND
:rA>JflA-f?'(. 30 , 20~ TWO COPIES OF THE SOILS REPORT
c'6MP[ti5 IROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN
SUBNITTED TO THE OFFICE OF TH~ ~IT??ER.
SIGNED: .., .~
P.E. NO.: ~ff~2~3~Z~5'.~-------
DATE: ;ut,fo 'i
LICENSE EXPJR A TJON DA TE: 0 '1 -3 " -•5
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGIS1ERED SOILS ENGINEER
OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
OVER-ALL GRADING ACTIVITY AND ADV/$£ ON THE COMPACTION AND
STABILITY OF TH/$ SITE. L-I_,,
·MI~ /.~/,,
BILL & PA TTY LAUER r (./
3677 STRATA DRIVE
CARLSBAD.CA 92008
DATE
NOTE
1. ALL GRADING ACTIVITIES SHALL BE PLANNED IN UNITS THAT CAN BE
COMPLETE:D BY OCTOBER 1ST. GRADING ACTIVITIES SHALL BE LIMITED TO THE
"DRY SEASON", APRIL 1ST TO OCTOBER 1ST OF EACH YEAR. GRADING ACTIVITIES
MAY BE EXTENDED TO NOVEMBER 15TH OR BEYOND UPON WRITTEN APPROVAL
OF THE CIT'r' £NG/NEER AND ONLY IF ALL EROSION CONTROL MEASURES ARE
IN PLACE 81' OCTOBER 1ST.
2. THIS PROJECT IS APPROVED UPON THE EXPRESS CONDITION THAT BUILDING
PERMITS WILL NOT BE ISSUED FOR THE DEVELOPMENT OF THE SUB,IECT PROPERTY,
UNLESS THE DISTRICT ENGINEER HAS DETERMINED THAT ADEQUATE WATER AND
SEWER FAG/UT/£$ ARE AVAILABLE AT THE TIME OF OCCUPANCY.
J. CLEARING AND GRUBBING IN EXISTING VEGETATION SHALL AVOID THE BIRD
BREtDING (F'EB. 15 -AUG. J1)
BILL & PA TTY LAUER & JOSEPH LAUE:R
3677 STRATA DRIVE'
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CARLSBAD, CA 920019
(760)434-6482
LEGAL DESCRIP~l'ION
PARCEL 1 OF PARCEL MAP NO. 15756, IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,
AUGUST 7, 1989 AS flLE NO. 89-420235 OF OFFICIAL RECORDS.
SHEET INDEX
1) TITLE SHEET
2) GRADING & DRAINAGE PLAN W/ SECTIONS
3) EROSION CONTROL PLAN
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL
TOPOGRAPHIC METHODS FROM JNFORMA TION GATHERED ON
NOVEMBER J, 2001 BY SAN LO AERIAL.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT 1$ LOCATED WITHIN ASSE:SSORS PARCtL NUMBER(S)
206-180-46
THE CALIFORNIA COOf?DINA TE INDEX OF THIS PROJECT JS:
N '~" E 1665
EARTHWORK QUANTITIES
CUT: 700 CY
FILL: 400 CY
IMPORT: -9~C~Y _____ _
EXPORT: =J=QO~CY~-----
REMEDIAL: 1000 CY (EST/MA 1E: SEE N01E)
(REMEDIAL GRADING AS REQUIRED BY
SOILS ENGINEER PER FIELD CONDITIONS)
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARA TJON OF AS-BUILT GRADING PLANS,
AS-BU/LT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTION$
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME 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. 5489 DATED: NOVEMBER 19,2003
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOTEK, INC DA TED JANUARY JO, 2004
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
B. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CDP OJ-29 CONDITION$
DA TED NOVEMBER 19,2003.
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED: N/A
LEGEND
DESCRIPTION DWG.NO. SYMBOL QUANTITY
PROPERTY BOUNDARY LINE
CENTERLINE
LIMIT OF GRADING
PROPOSED CONTOUR
EXISTING CONTOUR
2: j FILL SLOPE
MASONRY R£TAINING WALL (TYP£ P£R PLAN)
BUILDING STEM WALL (SEPARATE PERMIT)
6" PVC STORM DRAIN
SPOT ELEVATION
WATER S£RVICE
SEW£R LA T£RAL
RIP RAP EN£RGY DISSIPATOR PER SDRSD D-40
EXISTING FIR£ HYDRANT
£XISTING WAT£R
EXISTING SEWER
J2 "x J2" AREA DRAIN BY NOS OR EQUAL
J2"x!2" AREA DRAIN BY NOS OR EQUAL
PUNNJNG~EPARTMENT APPROVAL
_&_"'-"'.L....---y<-.,-==Skw='!'-~-,-~ DATF.:2..j22.ps-
(SIGNED) ,<Js3j.+,,c,rt
• PLANNING DIRECTOR
-s,,-~ -/ // -z ~ DATF.: ljzL/os
(SIGNED) ,--, /
RECOIIIIENllED BY: b-f7€qf)l'C f-r'sf1t£
d<PRiFNAME)
-----
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!60.0 BW
!62.0 TW
----®
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REVIE'wED BY•
INSPECTOR
1100 SF
J75 LF
1 EA
1 EA
1 CY
12 EA
1 EA
DATE
DATE
I BENCH MARK
DESCRIPTION: 2" IRON PIPE
LOCA TJON: CEN1ERLINE HIGHLAND DRIVE 3701 ± SLY OFF$11E
SEE COUNTY OF SAN DIEGO BENCH 0044-034-001
---------------+---+----+--+----< I SH1EET I CITY OF CARLSBAD ~3 ENGINEERING DEPARTMENT ~ ::==::::'....::==========::::'....::=~
VICINITY MAP
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RECORDED: ELEVATION:714'"'7'"'.J"'B,----------D::-A:-::TU::-M:-c:'N"'A"'VD""'2""7.-,Mrr.SC.,-:
1----1----+----------------t----1---+---t----1 GRADING & EROSION CONTROL PLANS FOR:
LAUER RESIDENCE
4379 Hlghlo.nol Drive, Co.rlsbo.ol Co. 92008
APPROVED: LLOYD B. HUBBS8 r . 1 1----+--+-----------+---+---+--+----I 4 (" e<,::r;;J:7 vr~ ..31:,.~,,:
CITY ENGINEEiYPrnaslef ~ES 12/31/057-~;:TE r---t---+-r11,---------------t---1r---+--+---1
DATE !NI 11AL DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
DWN BY: ~w=,IS~-
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PROJECT NO.
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f----+--+----------+---1---1---1--------l I SH2EET I CITY OF CARLSBAD ~3
~==-==:=E::::NG=:I:::N:::EE=:R::::l::::NG:::::::D:::E::::P=AR::::T::::M::::E::::N:::::T==~L_;;LJ:::::::::::::::::::::
GIWllNG PLANS FOR:
LAUER RESIDENCE
4379 Hlghlo.nd Drive, Co.rlsbo.d Co. 92008
APPROVED LLOYD B. HUBBS
A t'a«y~~e'..t; CITY ENGINEEPE238 EXPIRES 12
INITIAL OWN BY: ...,ww,l.iS__ PROJECT NO. DRAWING NO.
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DATE INITIAL DATE INITIAL CHKD BY: ,/LR CDP 03-29 419-3A llfih
L------------------------------------------------------------------------------·--------------------...l:EN:.:G::.IN::EE:R:..:OF..:.:WO:R:KL ___ R_E_\/l_s_1o_N_D_E_s_c_R_1_P_n_o_N ____ J.o~T:H:;:ER:.:::AP:P:Ro;:_:v:A:;_L.L.::c::,1TY:_::A:PP::R:::O.:::VA:LJ.'.;;R;;;V:W:D::;B;;;Y;: ;J;l;;R~~===;;;;;;=;;;;;;;;;;;;;;;;;;;;;;;.::;==;;;;;;;~'u;; PE 980
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED,CONTACT KRIS OR NANCY NAYUDU AT
(760)434-5995 (PHONE NUMBER)
2. EQUIPMENT AND WORKERS FOR EMERGE:NCY WORK SHALL BE: MADE AVAILABLE AT ALL
nMES DURING THE: RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCA nONS TO FACILITATE: RAPID
CONSTRUCTION OF TEMPORARY DE:VICE:S WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVE:D OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACnON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE: CONTRACTOR SHALL BE: RESPONSIBLE: AND SHALL TAKE: NECESSARY PRE:CAUnONS TO
PREVENT PUBLIC TRESPASS ONTO ARE:AS WHERE IMPOUNDE:D WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURE:$ PROVIDED PE:R THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJE:CT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DE:VICE:5 SHOWN SHALL BE IN PLACE AT THE: E:ND OF EACH
WORKING DAY WHE:N THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT AND OTHER DE:BRIS SHALL BE: REMOVED AFTER EACH RAINFALL.
10. ALL GRAVE:L BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDE:D SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADE:D SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE: SLOPE:S SHALL BE:
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE: WITH SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTME:NT 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 SE:CTION 212 OF THE: STANDARD
SPEC/FICA TIONS AND THE FOLLOWING:
A. HYDRO SEEDING 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 FEE:T OR MORE: IN HE:IGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR /MPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RE:CREA TION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL COND/710N IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
D.
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITA 710N 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. ARfAS SLOPfD LESS THAN 6: 1 SHALL Bf /RR/GA TfD AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3. /RR/GA noN SHALL MAINTAIN THE MOISTURE: LE:VEL 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 lb$. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF f 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 0/MORPHOLECA
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 NITROGE:N
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTME:NT OF FOOD
AND AGRICULTURE CERnFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
]. NON-PHYTO-TOX/C WEmNG 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
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY ME CHAN/CALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE 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
SA TTJRA TED 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 HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
:N:.>IAU. RJ'-'· flV PZJ'I ;J,•s;~; ()-4(;
GRAVEL BAGS·-....... ..___
PER DETAIL ~
\
SILT FENCE AROUND
PERIMETER PER DETAIL
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
J. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE: POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
SILT FENCE
0
GRAVEL BAGS OV[RLAP
ONTO CURB
RUNOFF
GAP BE:TWEEN BAGS
ACTS AS SPILLWAY
STABILIZED CONSTRUCTION~"
ENTRANCE PER DETAIL "',
\
GRAPHIC S:AL':
2C 40 60 EXISTING GROUND
l
14'MIN.
T
PUBLIC R/GHT-
OF-WAY
50'MIN.
B" MIN.
PROFILE
PLAN
PUBLIC RIGHT-OF-WAY ..,..__
PROVIDE APPROP~~}TE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE ANO PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
DESCRIPTION
SILT FENCE
GRAVEL BAGS
STABilJZED CONSTRUCTION
ENTRANCE
STRAW BALE DIKE
D-75 LINED SWALE
BLOCK-SCREEN-GRAVEL
SILT BASIN
HAY BALE SILT BARRIER
PUNCHED STRAW
LOG CHECK DAM
HAY BALE CHECK DAM
GRAVEL CHECK DAM
RIPRAP
LEGEND
QUANTITY
156 LF
140 EA
1 EA
AS NEEDED
"
SYMBOL
-x:---x-
000000000000
AS NEEDED ==:> ==:> ==:>
' 9;R (
h AS NEEDED ' 0 ..,
AS NEEDED ~
AS NEEDED ~/ V/ ~/ V/
AS NEEDED axaxxhaxn
AS NEEDED
AS NEEDED
AS NEEDED
J FT (0.9 M) MIN. 1---+--f-------------+---+---1---1----1 W cii::t,NPrfiNG ~~~~~N~AD W
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
t---t--+----------------1----t---+---t---; EROSION CONTROL PLAN FOR:
LAUER RESIDENCE
4379 Hlghlo.ncl Dr-Ive, Co.r-lsbo.cl Co. 92008
APPROVED
PE 238 ",f6: EXPIRES 12 31 05 ATE c; RAVEL BAGS DATE INITIAL OWN BY· w~,1s~-
CHKD BY:.....l.LfL_
RVWD BY:..JilL..
PROJECT NO. DRAWING NO.
ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL CDP 03-29 419-3A m
PE 980