HomeMy WebLinkAboutDWG 406-4C; CT 02-21; LA COSTA GREENS NEIGHBORHOOD 1.12; 01-11GRADING NOTES
(IN ADDITION TO THE REQUIRFMENTS OF CHAPTER 15. 16 OF THE
CARISBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PiANS.
2. APPROVAL OF THIS PLAN DOFS NOT LFSSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE. RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECT/ON OF ERRORS AND OMISSIONS
DISCOVERED OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHAU BF PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAi .
4-. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PFRMIT ISSUANCE, A
CERTIFICATE 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 OCCURRFNCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF 'if' AND A SIZE
CATEGORY..QE CLASS V AS ESTABLISHED. BY "BESTS" KEY RA TING GUIDE,
5. UNLESS EXEMPTED BY SECTION 301.(b)5 or THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT or WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTME"NT.
6. NO WORK SHALL BE COMMENCED UNTIL ALI PERMITS HAVE 8EEN 08TAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE 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 THE
APPROPRIATE SHEET OF THE PLANS 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 FINAi. ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE F"IELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG
INSPECTOR WITHIN 7WO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOl,i.MENDATIONS OUTUNED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UJ,ucR THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
" ':ARTHWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BfGJNNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENidIIJLES
RESPONSIBLE FOR CONSTRUCT/ON. INSPECTIO/'!..~ERVISION, TESTING AND_AU
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK (760) 4"38-.3891 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTIQN_R_£QUESTS OTHER THAN FOR PRECONSTRUCTION MEEI/NG WILL 8£
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTJ.Ql'L REOUfST LINE AT
(760) 438 3891. INSPECTION REQUESTS MUST BE RECEJV£D PRIOR TO 2:00 P.M.
_ON THE DAY BEFORE THE 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 7WO FULL WORK DAYS LATER.
16. THE OWNER AND/DR APPLICANT THROUGH THE DEVELOPER 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 BE MADE
OF WORKfR PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM_]]jE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS £XPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMfD UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PfRMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURJM, CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON TH[ SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD 8£7WEEN 7:00 A.M. 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 ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SH.AU...BE..SUB/,f/TTED BY THE CONTRACTOR TO THE
CITY ENGJN.£.£.R FOR APPROVAL [WQ FULL WORKING DAYS PRIOR_IQ BEGINNING~ OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACWR
SHALL BE RfSPQNSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJAC£NT STREETS AS A RESULT OF THE GIMIJJNG ..QP.£RA TION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRAD[D. NO TREES ARE
TO BE REMOVED UNL[SS SPECIF/GAU Y NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CIIY [NGINEFR DR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SWPFS 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 8£ REMOVED
AND DISPOSED OF AT A SITE APPROVED OF fJY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN Q£;1J SLOPE JS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPUSHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 406-4L, 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 WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIM[ REQUIREMENTS.
JO. STORM DRA,IN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
0-LOAD OF 1,350. FDR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DfPTH JS LESS THAN 15 FEET AND BACKFILLED WITH 3/ 4.
ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE UN£ IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIP[ WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CIIY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT JS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
3.3. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR T/1£/R
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
ADELPHIA CABLE COMMUNICATIONS
COX COMMUNIC.ATIONS
CITY OF CARLSBAD(STREETS It STORM DRAIN)
CITY OF CARLSBAD(SEWER, WATER It RECLAIMED WATER)
LEUCADIA WASTEWATER DISTRICT
34. PERMIT COMPLIANCE REQUIREMENTS:
1-800-422-4133
1-800-660-734-3
1-800-892-0123
(760) 438-7741
(760) 806-9809
(760) 434-2980
(760) 438-2722
(760) 753-0155
A. FDR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE :CCHNJCAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.8/
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL Al'PROVAL OF A GRADING PERMIT-THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR { 15. 16. 120 A. 10/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT ETY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
COD£ AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALIIY OF THE SOIL. AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
r.RAnlNG WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS ANO
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE C/IY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE ( 1)
YEAR AFTE"R THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PlANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK,
36. THE SOILS REPORT TITLED VILLAGES OF LA COSTA "THE GREENS"
PREPARED BY GEOCON, JUNE 25, 2001, UPDATED JULY 20, 2004, SHAU
BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL
BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
PROJECT LOCATION
THIS PROJECT JS LOCATED WITHIN ASSESSORS PARCEL NOS.
213--210-01 THRU 08, 211-01 THRU 15, 212-01 THRU 13.
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 1filLl
E 6252
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
AERIAL SURVEY BY SAN-LO AERIAL SURVEYS (1-30-97)
AND FIELD SURVEY BY O'DAY CONSULTANTS IN APRIL, 2001.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS. EXISTING CONTOURS WITHIN GRADED
AREAS REPRESENT GRADING PER DWG. 4-06-4-A.
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWING NO.
CITY OF CARLSBAD DRAWING NO. -
CITY OF CARLSBAD DRAWING NO. -
CITY OF CARLSBAD DRAWING NO. -
OWNERS/ PERMITTEES
PULTE HOMES
5993 AVENIDA ENCINAS
SUITE 101
CARLSBAD CA, 92008
(760) 795-2200
SHEET INDEX
TITLE NOTES
397-2
397-2A
4-06-4
406-4A
SHEET 1
SHEET 2
SHEET 3 -11
KEY MAP, NOTES & DETAILS
PRECISE GRADING PLAN
HUNSAKER EARTHWORK QUANTITIES * BENCH MARK CUT:
PRECISE GRADING AND EROSION CONTROL PLANS FOR
LA COSTA GREENS
NEIGHBORHOOD 1. 12
VICINITY :\1AP
N. IS.
OWNER"S CERTIFICATE
CITY OF
SAN MARCOS
II
PROJECT
SITE
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL
BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION
AND STABILITY OF THIS SITE
DATE I I
SOILS ENGINEER"S CERTIFICATE
I, SHANE RODACKER, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF
THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JUNE
25, 2001, UPDATED JULY 19, 2004. TWO COMPLETE COPIES OF THE SOILS REPORTS COMPILED FROM
THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFF/Cf OF THE CITY ENGINEER.
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
INCLUDED IN THE SOILS REPORTS FOR Tf/lS PROJECT HAVE BEEN INCORPORATED IN THE GRADING. ~pii!i~~
AND SPECIF/CATIONS "'
~.f?.~~'"l;.e .
SHANE RODACKER
R.C.£. NO. 63291 EXP. DATE: 6/30/06
"DECLARATION OF RESPONSIBLE CHARGE"
DATE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER lHE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBIUTJES FOR PROJECT DESIGN.
FIRM: Hi /NSAKFR & A SSOCJA i
ADDRESS· 1 O 17JL.HJJ£tlf-i.~EK,,,F;.,N~S,~A~V:~E ____ _
CITY, ST.: SAN DIEGO CA
TELEP-:t:;-:.::58) 558 4500 / /.
BY: _ ...e~~.IJJ.=a,e,:,/;;:.=-.,..,.,-,:=c----DATE: --'-/.,_--'-7 o_~ ___ _
RAYMOND L. MARTIN
P.E. NO.: RC£ 48670
EXP/RATION DATE: .fi,/...,,312.,_t,'--'0'-'6L... ______ _
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY JS THE CALIFORNIA COORDINATE
SYSTEM -1983, ZONE VI, 1991.35 EPOCH, NORTH AMERICAN DATUM OF
1983 (NAD83), GRID BEARING BE7WEEN STATION CLSB-153 AND STATION
CLSB-070 AS SAID COORDINATES ARE PUBLISHED IN THE C/7Y OF CARLSBAD
SURVEY CONTROL NE7WORK ESTABI.ISHED BY RECORD OF SURVEY MAP NO.
17271, FILED IN TH[ OFFICE OF THE SAN DIEGO COUNTY RECORDER ON
FEBRUARY 8, 2002. 1£: N 36'4-7'12" W
LEGAL DESCRIPTION
BEING A SUBDIVISION OF LOT 12 OF CARLSBAD TRACT NO 99-03 LA COSTA
GREENS, IN TH[ CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP T/-IEREOF NO. 14543, FILED IN TH[ OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY, FEBRUARY 12, 2003. ASSESSOR'S PARCEL
,t'. \I>.-. n/1~ .-:-,:.. ·1c1__ '1:" ,,.,_ '
· ;; No f'"'' ' ' -~ Cl) -¢· ,:."~ • ,,; Exp, ,}! ,L, lJtl I ·""'t i /'(:,
';-:>:2{,V~l;,,,~dl~'f
'"01., ,,,'-~' '/" ~-=.;;~•'.:,.-~
LEGEND OF ABBREVIATIONS
TC
GB ave
EVC
PVI
BC
EC
HP
LP
TW
BW
RP
FL
FS
ST
RT
N.T.S.
CTB
LT
MVC
GF
FF
OF
£OP
IE rs
TG
TOP OF CURB
GRADE BREAK
BEGIN VERTICAL CURVE
END VERTICAL CURVE
POINT OF INTERSECT/ON
BEGIN CURVE
ENO CURVE
HIGH POINT
LOW POINT
TOP OF WALL
BOTTOM OF WALL
RADIUS POINT
FLOW LINE
FINISHED SURFACE
STREET
RIGHT
NOT TO SCALE
CEMENT TREATED BASE
LEFT
MODIFIED VERTICAL CURVE
GARAGE FINISHED FLOOR
FINISHED FLOOR
DEEPENED FOOTING
EDGE OF PAVEMENT
INVERT ELEVATION
FINISHED SURFACE
TOP OF GRATE
WORK TO BE DONE
THE PRECISE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE
WIT/-/ THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF
CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE.
2.
3.
4-.
CITY OF CARLSBAD STANDARDS.
THIS SET OF PLANS.
T/-1£ STANDARD SPECIF/CA TJONS FOR PUBLIC WORKS
CONSTRUCT/ON (GREEN BOOK).
SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC.
DATED JUNE 251 2001, UPDATED .JULY 19, 2004
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS
MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
FINAL PROGRAM EIR 98-07.
5.
6.
7.
8. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS
FOR CONSTRUCTION OF WATER AND RECLAIMED WATER SYSTEMS.
9.
10.
11.
12.
THE LEUCADIA COUNTY WASTEWATER DISTRICT STANDARDS ANO SPECIFICATIONS
FOR CONSTRUCTION OF SEWER SYSTEMS.
IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUTION NUMBERS 5016 & 5474
DATED OCTOBER 15, 2003.
SWPPP WDID NO. 9 37C328909 DATED JULY 7, 2004.
SWMP AMENDED JUNE 23, 2004
LEGEND
DESCRIPTION
DROPPED GARAGES
BACKFLOW PREVENTOR REQUIRED ., {SEE NOTE 1 BELOW)
PAD ELEVATION
FINISHED FLOOR ELEVATION
GARAGE FLOOR ELEVATION (FRONT)
LOT LINE
DEEPENED FOOTINGS••
WATER LATERAL •••
SEWER LATERAL •••
LOT NUMBER
3" PVC AREA DRAIN
3" PVC SLOTTED AREA DRAIN
6" NOS SPEE-D DRAIN (OR EQUAL)
STREET LIGHT •••
STORM DRAIN
EASEMENT
4' CONCRETE WALK FOR REFERENCE ONLY
GRADE BREAK
CURB OUTLET PER SDRSD D-27
AIR CONDITIONER PAD
ENTRY WITH CONCRETE STOOP
DRY UTILITY CONNECTION
GRAVEL BAGS
FIBER ROLLS
AREA DRAIN CLEANOUT
FIRE RATED {SEE NOTE 2 BELOW)
• CITY OF CARLSBAD STANDARDS
•• CONSTRUCTED BY SfPARAT[ PERMIT
••• PER DWG NO 4-06-4
NOTE 1: TWO STORY HOMES MAY HAVE DUAL WASTE
SYSTEM IF REQUIRED BY THE BUILDING OFFICIAL.
NOTE 2: LOTS J, 4, 24 & 36 SHALL BE DESIGNED WITH
1-HOUR FIRE RATED CONSTRUCTION ON THE
ASPECT OF THE STRUCTURES THAT FACE THE FIRE
SUPPRESSION ZONES IN-LIEU OF AUTOMATIC FIRE
SPRINKLERS.
SYMBOL
* J3fi'!
P=340.7
FF=34-1.45
GF=34-0. 7
~
(W)
®
CD
--------
========
ll
◄
0 1:000
= ==()== =
IERl
QUANTITY
I EA
ZI EA
ll,655 LF
22 LF
34 EA
4 EA
P~~~~G ~EPARTMEN~A~~~/0::: "AS BUILT"
(SfGNED) ___________ _
--~~~ DATE:5/11/0S :~~fE:~~BY: EXP.-------··
DATE
RECOt.tt.tENDED BY: .l;>ad1"r1,:..__l.::'.e 11n-!J4 ---------------··· --D-A-TE--(eRrNr HAWE) T INSPECTOR
NUMBER 213-112-03. --------l------------------+--LI: fCITYENG~~RfN~~~~~~AD . SH!rs I 1---+-----+----------------ii---··-
1---+--+------------------t----t----t---i---, .. -----· --------_______ ,,, ______ , __________ _
1---+--+-----------------+-----i·-----------
Pt/EC/SE GRAD/NC & EROSION CON i HO/.. FLANS i 0.'-1:
LA COSTA GREENS
NEIGHBORHOOD 1.12
& ASSOCIATES
SAN Dl>\aO, INC
FILL:
EXPORT
REMEDIAL
1,80D CY
0 CY
1,800 CY
0 CY
DESCRIPTION: BRASS DISC IN WELL MONUMENT (S.D. GO. CONTROL PT.
R1800-288+89 EC}
c" . '-i_., ".J...~ :.P,.... ENGINEER OF WORK APPROVED-.:-, Y i.LO'fC /3. I 1U0/3S I ----------_-___ -_-___ --------============~===========~;====:====~ ~~1'~~Exf':12/J1/o~f/t.a/~Afi
PLANNINC
ENCINEERINC
SURVFYINC
10179 Huennekens Stre.:t
San Diego, Ca 92121
PH(858)'i58-4)00 FX(858)S58-1414
* QUANTITIES SHOWN ARE FOR BONDING ONLY AND
ARE NOT TO BE USED FOR BIDDING, BUDGETS
OR OT/-IER PURPOSES, AND ARE BASED ON 50
CY /LOT, AS SPECIFIED BY THE CITY.
LOCATION: ON EL CAMINO REAL, 2. 63 Ml. NL 'y FROM LA COSTA AVFNUE
RECORD FROM: NORTH COUNTY CONTROi DATA
ElEVAT/ON: 311.4-1 NGVD 1929
NO. 48670
EXP. 6/30/06
' R~~;;a.t-,
R.C.E. NO. 48670 EXP. 6/30/06
_'(.l7/4s-DWN BY,____ PROJECT NO.-------rll-RAW-ING N0.1 'j_: DATE IN(TfAL 1--cco•.c.cT.c.E _ __cfN"--fT--'IAL=+_D~A=TE~~fN_IT_fA_L-l CHKD BY: GvP CT02-21 ,1fl6-4C
. -DAT~-fiE~N-G~(N~E:E:R~O'.'..F~W'.'.:O'.:Ri.l __ ~R~E~V~l:S:IO::.N:D~E~S~C~R~l~P_:.::TIO~N:_ ___ .1.:o~T:'..'.":'.'"~•P:P~Ro:v~A:Ll_:Cl.'.:TV~AP:.'.P:'.'.:RO:v~•:'.l:::"V=W=D==•Y==========--=========-----~---------..'.J
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GENERAL NOTES
1. SEE TRACT MAP AND EASEMENT Pl.ATS FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION.
2. Pl.ANS PREPARED IN CONFORMANCE WITH F. H.A. DA TA SHEET 798.
3. FRONT, REAR AND SIDE YARD DIMENSIONS SHOWN ±.. ARE APPROX/MA TE.
4. SETBACKS ARE MEASURES TO THE NEAREST VERTICAL PROJECTION.
5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE.
6. SEE ENGINEER'S Pl.ANS FOR LOCATION OF UTILITIES.
7. NO DRIVEWAYS SHALL EXCEED 10% GRADE WITHOUT A 4' VERTICAL CURVE AT GARAGE
AND RIGHT OF WAY. (SEE DETAIL)
8. PROVIDE GRADING DEPARTMENT CLEARANCE BEFORE FOUNDATION INSPECTION.
9. ALL FILL m BE APPROVED COMPACTED FILL.
10. LOTS SHALL BE GRADED IN ACCORDANCE WITH CITY OF CARLSBAD.
11. CONTRACTOR TO PROVIDE TEMPORARY SANITATION FACILITIES.
12. THE ANGLE OF REPOSE IS AN IMAGINARY LINE 45 • TO THE HORIZONTAL, EXTENDING
DOWNWARD FROM THE BOTTOM CORNER OF ANY BUii.DiNG FOOl/NG AND SHALL NOT
INTERSECT ANY PART OF AN EXCAVATION FOR UTILITIES, DRAINAGE, ETC.
13. FRONT WALK PER LANDSCAPE Pl.ANS.
14. ALL DRIVEWAYS SHALL BE CONSTRUCTED PER SDRSD No. G-14A.
15. GARAGE FLOOR ELEVATION IS AT DOOR (2" FALL FROM REAR) ANO EQUALS GROUND
ELEVATION AT HOUSE LINE UNLESS OTI-IERWISE SHOWN.
16. DURING HOUSE LAYOUT AND BEFORE TRENCHING ALL SETBACK DIMENSIONS SHOWN ON PLOT
Pl.ANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER AND
CONTRACTOR FOR RESOLUTION
17. 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 SLOP£.
19. ALL DRAINAGE INLETS CONSTRUCTED ON BUILDING PADS SHALL BE NOS 6" SPEE-D BASIN
OR EQUAL. ALL DRAINAGE INLETS CONSTRUCTED WITHIN THE PUBLIC RIGHT OF WAY SHAI.L
BC BROOKS 012424-24" SQUARE CONCRETE CATCH BASIN WIIH METAL GRATE OR EQUAL.
20. ALL LOT DRAINAGE SWALES ARE TO BE A MINIMUM or 1.0 % SLOPE.
21. ELEVATIONS ON THIS Pl.AN SHOWN AS "51.00" ARE TRUNCATED IN THE ONE HUNDREDS
PLACE BY 100.00 AS APPL/GABL£. 1£. 51.00 = 151.00
22. SETBACKS FOR THIS PROJECT ARE AS FOLLOWS:
FRONT YARDS = 15 FEIT MIN/20 FEIT AVERAGE
REAR YARDS = 20 FEIT
SIDE YARDS = 14 ITIT/5 F"EIT MIN (20% OF LOT WIDTH OF
MINIMUM STANDARD LOT SIZE, 70', PER MASTER Pl.AN)
23. SIT SOILS REPORT DATED JUNE 25, 2001 AND UPDATED JULY 20, 2004, PREPARED BY GEOCON.
24. F"OR ROUGH GRADING PLANS AND SPECIFICATONS SEE CITY OF CAR/5BAO DWG. NO. 406-SA
25. STREIT, CURB, & PAD ELEVATIONS ARE PER EXIST. PLANS & SHOULD BE VERIFIED IN THE
FIELD. IF ACTUAL ELEVATIONS VARY FROM THOSE SHOWN, NOTIFY THE ENGINEER OF WORK
AT (858) 558-4500.
26. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DA TEO D5/26/04.
•0 7. DRIVEWAY PAVING MATERIAL TO BE 4 • P. C. C MIN.
28. STREIT ADDRESS SHALL BE LOCATED ON BUILDING EXTERIOR IN ACCORDANCE WITH CITY FIRE CODE:
29. SEWER If_ CLEAN-OUTS ARE PER LEUCADIA WASTEWATER DISTRICT.
30. AN APPROVED BACKWATER VALVE IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES LOCA TEO
BELOW THE ELFVATION OF THE NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE SUCH ELEVATION
SHAU DISCHARGE THROUGH THE BACKWATER VALVE.
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BRIAN STUP C 760-795-2159
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 IMMINENT.
3. DEVICES SHOWN ON Pl.ANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER OUE TO UNCOMPLITEO GRADING OPERATIONS OR
UNF"ORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZAROOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHAU
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PER/MITER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCI.US/ON OF EACH WORKING DA 'r'.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT ANO 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 HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
DRIVEWAY APPROACH
r-4' VERTICAL CURVE:-4' VF:RTICAL CURVE: - '
\_. GARAGE SI.AB
_ STRAIGHT GRADE FROM BACK OF
-DRIVEWAY APPROACH TO GARAGE' SI.AB.
NOTE:
1) THE MAXIMUM DRIVEWAY SLOPE. MEASURED ON THE LOWER OR STEEPER
SIDE OF THE DRIVEWAY. SHALL BE 14%. SLOPES EXCEEDING 14% SHALL
REQUIRE SPECIFIC APPROVAL BY THE PULTE PROJECT MANAGER AND CITY OF CARLSBAD.
2) WHEN THE MAXIMUM DRIVEWAY SLOPES EXCEEDS 10%, INCORPORATE VERTICAL
CURVE TRANSITIONS AS SHOWN. THIS "ROIL" IN THE DRIVEWAY IS INTENDED
TO HELP AVOID BOTTOMING BY LONGER VEHICLES AND TO MAKE THE DRIVE
MORE PLEASING VISUALLY.
DRIVEWAY TRANSITIONS FOR
DRIVEWAY EXCEEDING 10% SLOPE
NT$
HUNSAKER
& ASSOCIA'fES
SAN DIECO, 11'-C
Pl ANNING 10179 Huennekem Street
ENGINHRl!\.G San Diego, Ca 92121
SURVFYINC, PH(8S8)S.'i8-4"i(llf• FX(BS8)SS8-1414
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
lNSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A. HYOROSEEDING SHALL BE APPLIED TO:
I. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. THREE FEIT OR MORE IN HEIGHT AND ADJACENT TO A PUBUC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. ARE:AS GRAD@ 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 ANO RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
8. HYDROSEEDcD AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRIIERIA:
C.
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEIT IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING I 00% 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. ARE:AS SLOPcD 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 /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. IRR/GAOON 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 Cl.OVER
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
s. J lbs. PER ACRE OF AL YSSUM (CARPIT OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
0
LOCATIONS WHERE THE AREA BEING HYDROSEEDEO IS NOT VISIBLE FROM
EITHER A PUBLIC STREIT OR RESIDENTIAL STRUCTURES.
h. fTEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEcD MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TD. OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEEO
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
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 RATE OF 500 lbs. PER ACRE.
D. AREAS TO BE lfYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.·
I. 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. CONDmONING THE SOILS SO THAT IT IS SUITABLE FOR PLANl/NG 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 DR
CO'lf:RING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
E·. HYDROSEffiED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE t/YOROSEEOING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS
RELEASED.
HOIJSE
F.F.
6• MIN. -
PROPERTY LINE
FENCE
-1' MIN.
'
5' J' M'.N)• -1
1 MIN. ,-
~·-· .5' MIN. ___ _
____ J_L
6: MIN. j1 ~ ----7--
!f. SWALE /
·-2% MIN. -21 % MAX. . .. .../
• PER SOILS ENGINEERS RECOMMENDATIONS
SIDE YARD DETAIL
NTS
HOUSE
F.F.
v
2CO
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KEY MAP
SCAL[: 1 " _ _:_200'
P.RCJECT BOUNDARY
3 LOT NCS.
[~j SHEET NO.
400
SCAL[ 1 "=-200'
PROJECT _
BOUNDARY~
5
6 "" %
';
~
I 38 7 "' c;
(;:
§, "" 8 "
14
15
34
33
32
40 I
31
30
I
29 I I
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&
I I I I I
26
/
21
, Lf----2-2..:::a.t-He...+,:::::t_,
25
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R/W / PAD
SIGHT DISTANCE TRIANGLE
(2.5' MAX. H[/GHT or ANY OBJECTS,
V[GUA TION, SLOPE & [TC.)
URB
" R/11
TYPICAL CORNER LOT
SIGHT DISTANCE SETBACK
ENGINEER OF WORK
~~ l(/~t,.;
RAY RTIN DATE
R.C.E. NO. -48670 EXP. 6/30/06
--~
DATE
ENGINEER
5
INITIAL
OF WORK
I
Ii'.
--
5' 7.5' MIN.
VAR.lf"S 5' J' MIN*
SECTION A-A
• PER SOILS ENGINEERS RECOMMENDATIONS
FIBER ROLL 8" MIN
SC-6·
en Cl: ::,
0
1 % MIN. (ROUGH GR.AD.r )
SECr/01-..,' 11-/1
12" MIN' WOOD STAKE
3/4" X 3/4"
MAX 4'
SPACING
..
FIBER ROLL
N.T.S.
5'/75' fM/N)
VARIES (,J' MU\1)* VA~/tS r2· M.IN)
"" .. BLDG PAD CL[V ..... : . 2
> ~ ':.n :.c: ------
~ "-~
~ ~-£LEV. MUST BE EQUAL --~
TO BLDG. PAO ELtV 01<
L HIGHER
-DEEPENED FOOT/NG
WH[N R[Q'D
SECTION C-C
• PER SOILS ENGINEERS RECOMMENDATIONS
PLAC[ FIBER
NOTCS:
I. US[ SS-2, SS-3, 55 .. 4, SS 5, OR SS 7 AS
APPROVE'O BY INSPECTOR.
2. SEDIMENT TRAP W/ 4" PVC OUTLU. I' HIGH X 3'
WIDE. OVERFLOW ONTO SS-/ 'N/ ONF R()W ni SA.~I)
iJAGS ALONG EDGE o,c SPILLWAY. TOP OF TRAP 6"
ABOV[ O1/ERrt OW.
MIN S,llf-10' X 20'. EOW SHALL 0ES1'G,'\1 f"'JR PADS
OVE.R 7,500 S.f-
A
TYPICAL STABILIZED ROUGH PAD
NTS
Pl
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5•
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NO MOu,\'DING /1'11 THIS ARF--1\
(TOP or Si OPC 0.5' MIN
AEJOVI SWALF & NO/ TO
EX(J",l"{I F!Ni'Sh' r>AO ELEV.)
ROLLS 0/J,f-.;,W(; --------..
GHAOING OPERA T/ONS
-======'==========,l===-::=:,-=-
CURB
L 4' EXISTING BERM TO REMAIN ANO
CONTRACTOR SHALL MODIFY FENCE
H[!GIIT AND LOCATION AS NECESSARY
TO COMPLY WIT/! CITY R[QU1,REMENTS
TYPICAL LOT EROSION CONTROL DETAIL
NTS
SECTION B-B
REVISION
SURFACE
H ,IN FEET, L IN f[[T
o•-5•
5'-20' 2.5'
20'-40' 5'
OVER 4()'
SLOPE ROUNDING DETAIL
(DOES NOT APPLY TO SIDE
SLOP[S BETWEEN RESIDENT/AL
UNITS)
!
! ----
-···+
. -
" --··-----
--·---~----
DATE INITIAL
DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
"AS BUILT"
DA ff RCE EXP. ___ -·--·
REVIEWED BY,
-------
INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD ] [SH~~TS l
ENGINEERING DFPART~ENT
""
-------------
PRECISE GRADING & FROS/ON CONTROi Pl ~.NS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.12
P}IASES 1-3, LOT 1-36
--·--··--· -·-····-----
APPROVED ;gy " ".. . . . t.lOY/J B. HUBBS I
Cr$· E~G1~t::-~ • ~~ T2zrrzoP~l"'ti,-E
OWN BY, PROJECT NO. ] [DRAWING NO. CHKD BY: ~\/P CT02-21 406-4C RVWD BY:
~ \0J79\&t ·1g\P,ec;se G,acJ;ng\PHASE '\0329PG02.dwg[ 0]Apr-19 -2D05, 15,32 WO NO ?.350 .. 1 .3
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HU:\lSAKER
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& ASSOCIATES
SAN DIEGO, l~C.
lo-179 Huennekens Street
San Diegu, Ca lJ2121
F'Hl:858)S'i8-4500 · FX(8S8}558-1414
NOTE: (R) =
(L) =
--
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I /
GARAGE ON RIGHT SIDE WHEN FACING BUILDING
GARAGE ON LEFT SIDE WHEN FACING BUILDING
-
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PHASE 1
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ENGINEER OF WORK
4):'~ 1./(~~s DATE INITIAL RAYMOND L. MARTIN DATE
R.C.E. NO. 48670 EXP. 6/30/06 ENGINEER OF WOR~
• '"" •••• q '""'""''*""--
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-------
REVISION DESCRIPTION
--
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------
DATE l~ITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
\
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LHEET-
3
PRET!SE
C 20
SCAI I 20'
"AS BUILT"
---------------------·
DATE
RCE -----EXP,
REVIEWED BY:
-----
INSPECTOR DATE
CITY OF CARLSBAD SHEETS -···-·-·EJ L[]
ENGINEERING OE~ARTMENT J l
-.. _
GRADING & [ROSi'.JN CONTROi PLANS FOR:
LA COSTA GREENS
NEIGHBORH()OD 1.12
PHASE 1, LOTS I -4 & 36 -__ ,.,,_,. ··--------------
APPROVED (J Y • U UYU d HUElBS
& C •• ?Cd ~'it"~.,{ -~t..>/ .... ~-
CIF ENGINEER VRCE 238 . . EXP.IZ,LJ iLQ:, DATE L~-·--, __ .,,,,,,_.
DWN BY: ~ PROJECT NO. lDRAWIN~ CHKD BY: .. .G.VE. __ CI02·21 406'4C RVWD BY: ----.. - - ----------
R:\0329\&Enc;\rrecise Grocing\"HASl 1 \O.l,9P~03.uwc;[ O]Apr-· 9-2005: 1 o:32 W.O NC 2J50-1.l
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PHASE 1
46.,Q / HP
57.00'
1:i,1:i,1:i,1:i,1·1
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(R) • GARAGE' ON RIGHT SIDE' WHE'N FACING BUILDING
(L) • GARAGE' ON LE'FT SIDE' WHE'N FACING BUILDING " ' A,4 '.J...~ ..pfi
-------+---+--+--t-------i
------
ENGINEER OF WORK ... ---~-·+----t----,
60
1 "=-20'
"AS BUILT"
DATE RCE EXP.
REVIEWED BY:
------------------
INSPECTOR DATE
;c======:c~~:=====
NO. 48670
EXP. 6/30/06 __ z,LJY~.±-lf(~/4s 0----D-AT-E-+1-NITIA-L Pl ANNING 10179 Hceocekeos Stceet , RAY"OND L. MARTIN DATE
"' ENGINEER OF W □R,
ENGINEER/NC San Diego, Ca '2121 __ R.C.E. NO. 48670 EXP. 6/30/06 -.L------======================---------::-;----:-::--:::;::~_-;-::::;'.;------,;;--;:;--;:;;;-;~-;;--:--;--l--~S:\JR~V:fY:IN:C~P:H:18:58:)ll:8:-4-l:OO~-~fX:18~i8~)1~i8~·1~41~4-----------------------------------------------------------------------------------------------------------R:\03291\&l \ "9PG04 d l O]Apr 19 2005 15,,7 ,v.O '10 2.550 -; j
DATE
REVISION DESCRIPTION
INITIAL DATE INITIAL -==+-=~~--------1
CITY APPROVAL
R;\0329\&[cg\Precise Groding\PHASc I D.J,_ -wg ----·" -
.i:::,.
2. .s::. ..... 0 ..... 0,
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PLANNl~C
ENGINffRING
SUKVl:Yl~C
HUNSAKER
& ASSOCIATES
JAN l)l[CD, lr..C
10179 Huemek~n~ SLreet
San Diego, Ca 92121
PH(858)558·450U · r X{BS8)558-1414
---
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____ .. L __ -.:OJ:_ OO_U_N_'O_Al_,_y __ _ -
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NOTE: (R) •
(L) •
GARAGE: ON RIGHT SID£ WHE:N FACING BUILDING
GARAGE: ON LE:FT SID£ WHE:N FACING BUILDING
- -
SEE SHEET 4
PHASE 1
--
96. 14'
a
7
ENGINEER OF WORK
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R.C.E. NO. 48670 EXP. 6/30/06
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CITY oF CARLss __ A __ -__ o _____ ] I SH~~Ts
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HUNSAKER
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PlAN'JING 10179 Huennekens )Lreet
ENGINEERl~C Sar: DiPgo, Ca 92121
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R.C.E. NO. 46670 EXP. 6/30 /06
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(l.) = GARAGE: ON LEFT SID£ WHEN FACING BUILDING
HUNSAKER
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SAN l)ll:CO, INC
PIANNl~C 10179 Hl.J('f'lnekens Street
E'\JGINEERINC 52.n Diego, Ca 92121
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R.C.E. NO. 48670 EXP. 6/30/06 ENGINEER OF WORI REVISION
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