HomeMy WebLinkAboutDWG 414-1A; SDP 03-07; LA COSTA OAKS SOUTH NEIGHBORHOOD 3.8 MODELS; 01-03GRADING NOTES
(IN ADDmoN TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PWI SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF Pl.ANS.
2. APPROVAL OF THIS PWI DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL com:. RESOLunoN OF CONDmONAL APPROVAL, CITY
STANDARDS OR OTHER ADDlnONAL DOCUMENTS USTED HEREON AS THEY MAY
PERTNN TO THIS PROJECT. 711E ENGINEER IN RESPONSIBLE CHARGE SHAU.
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CflY APPROVAL OF PLANS DOES NOT RfL/£VE THE DEVELOPfR OR ENG/NEER-OF-
WORK FROM RESPONS/BIL/7Y FOR THE CORRECTION OF f:RRORS AND OMISSIONS
DISCOVERfD DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTfD TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMfT FROM THE CITY £NG/NEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLJC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE: OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDmDNAL INSURED ON THE PERMITTEE'S POUCY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. !tjf INSURANCE
COMPANY WRITING THE POLICY WST HAVE A RATING Of 'if AND A SIZE CAlfGQRY Of CLASS VAS ESTABLISHED BY "BEW" KEY RATING GUIDE
5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CfTY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEl:R DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMrr HAS BEEN ISSUED.
ll. NO RE'IIS/ONS WILL BE MADE TO THESE PLANS WITHOUT THE WR/1TEN APP/I.OVAL
OF THE CITY ENGINEER. NOTED WITHIN THE REVISION BLOCK, ON THE
APPROP/IIAT£ SHEET OF THE PLANS ANO THE T/TlE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPER7Y OF THE CrrY UPON BEING
SIGNED BY THE CrrY £NG/NEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-8UILT CONDmONS
8Y THE ENGINEER-OF -WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SfTE AT ALL 11MES DURING CONSTRUCT/ON.
12. WHERE TRENCHES ARE WITHIN CrrY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHAU. BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STAIT: OF
CALIFORNIA, PRINCIPAL!. Y DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMIITED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPAC770N REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN 711£ SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER 1HE DIRECTION OF 11 PROFESSIONAL ENGINEER OF TH£
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPUED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
• EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS
/NVE:ST/GA110N. DAILY FIELD COMPACTION REPORTS WIU. BE SUBMfTTE:D TO THE
PROJECT INSPECTOR.
14. LLPR£CQNSTRUC1/0N MEETING SHALL BE HELD AT THE SIT£ PRIOR TO THE
15.
BEGINN/liG Of WORK AND SI-/AJ, I B£ ATTFNOCD BY ALL R£PRESE;NTATIVES RESPONSIBl E FOR CONSTRUCT//JN. INSPECTION, SUPERVISION, TESTING AND All
QJH[R ASPECTS OF THE W~ THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK 760) 438-3891 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PR/Of? TO SCHEDULING. THE GRADING PERMIT WILL BE PROV/OED BY
THE PROJECT INSPECTOR AT THE MEETING.
ECTION IS NEEDED, INSPECTIONS WILL
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE, REQUESTS
2:00 P.M. WILL Bf SCHEDULED FOR TWO FULL WORK DAYS LATE:R.
16. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPfR ANO/OR CONTRACTOR
SHAU. DfSIGN, CONSTRUCT AND MAINTNN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO AU. LOCAL,
STATE ANO FEDERAL SAFETY AND HfALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODf SECTION 6705 BY SUBMITTING
A DETAIL PIAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROIT:CTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVA110N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PWI MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PR/Of? TO EXCAVATION. IF THE PlAN V.4RIES FROM 11-IE SHORING SYS]EM
STAN/JARDS ESTABl /SHED BY THE CONSTRUCTION SAFEJY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE. THE: PLAN SHAU. BE PREPARED BY A .Bm,"iTERED fNG!Nf;ER AT THE CONTRACTORS WENS£ A COPY OF THE OSHA
EXCAVA1/0N PERMIT MUST BE SUBMIITED TO THE INSPECTOR Pl?/OR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM 711E CITY OF CARLSBAD. SUBMIT APPL/CATTON FOR BLASTING
PERMIT WELL IN ADVANCE Or THE SCHl:OULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RfSOURCES ARE DISCOVERED WITHIN AM'. WORK AREA
DURING CONSTRUCTION, OPERATIONS Will CEASE IMMEDIATELY. AND THE
PERM/TT/I WILL NOTIFY THE CfTY ENGINEER. DPERA110NS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS l?ECEIVED WRITTEN AUTHORITY FROM TH£ CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTE:D ON THE SITE OR AJ)JACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA1lON OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUC110N EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL 8£ CONOUCTE:D ON WEEKENDS OR HOLIDAYS. (A UST OF CrrY
HOUDAYS IS AVAILABLE AT THE ENGINEEl?ING DEPARTMENT COUNTER.)
21. All Off-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR ro THE
CITY ENGINf:ER FOR APPRDVAL TWO FULL WORK/NG DAl'.'S PRIOR TO BEGINNIMLQE
.!HQ/1/!.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT. A SITE: APPROVED BY THE CITY ENGINEER. 11:!L.JJ)NTRACTOR
SHALi BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENt.STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY Wlm/N THE AREA TO BE GRADm. NO TREES ARE
TO BE /?£MOVED UNLESS SPECIFICAU.Y NOTED ON THE PLAN.
PLANNING
ENGINEERING
SURVEYING
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
10179 Huennekens Street
San Diego, Ca 92121
PH(858)558·4500· fX(858)558·1414
24. ALL AREAS SHAU. BE GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF
WAIER IS NOT PERMITTfO. 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. £/?OS/ON 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. TH£ SITE SHALL 8E L£FT IN A NEAT AND
ORDE.~-Y CONDITION. ALL STONES, ROOJ'S OR OTHE.I? DEBRIS SH.ALL BE R£MOVED
AND DISPOSED OF AT A SITE: APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATE:D, STABILIZED, PLANTE:D AND/OR l!YDROSEEDED
WITHIN TEN (10) DA\'5 OF THE TIME WHEN .oo] SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHAU. BE ACCOMPUSHED ON AU. SLOPE:S AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THJS PROJECT, DRAWING NO. 397·11., AND/OR AS DIRECTED BY THE CrrY
ENGINEER OR PLANNING DIRECTOR.
29. 711E OWNER/APPUCANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE:
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH TH£ LANDSCAPE
AND IRRIGATION PWIS AND THE IMPROVEMENT PWIS AS REQUIRED FOR THIS
WORK IN ACCORDANCE: WITH 711£ LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAO OF 1,350. FOR PRIVATE: STORM DRAIN PIPES, UP TO 15" PVC /MY BE
UT/UZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4"
ROCK PER SIJRSD S-4 TYPE 'c" AND PIP£ MEETS ASTM STANDARD JOJ4 FOR
SOR J5 SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE LINE 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 PIPE WILL BE PLUGGED WITH CONC/?£TE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
J2. THE CONTRACTOR SHALL VERIFY THE LOCA770N OF ALL E)(ISTfNG FACILITIES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICl[NTL Y
AHEAO OF GRADING TO PERMIT THE REVISION OF THE GRADING PWIS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFUCf WITH THE PROPOSED
WORK.
JJ. 711E CONTRACTOR SHALL NOTIFY AFFECTED U11LITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING OAY.S PR/Of? TO STARTING GRADING NEAR THEIR
FACILITIES ANO SHALL COOR"IT: 711E WORK WITH ifoA COMPANY REPRESENTATIVE. OL-/_'l'f!'GHAtN IYIVJ,!.lfJf',41,.1111\] 0/STt<rcr (7'-0 753-1.,'U,4 UNDEn ROUND SE/NICE ALE, 1-8 -422-4 IJ3
SDG&E {100) (,,lo<)-73+3
PACIFIC BELL 1-800-8,1--0123
ADELPHIA COMIIIVN(CAT10NS l·(ll,0)+38-11+1
CITY OF CARLSBAO(STREETS &: STORM DRAIN) (760) t3+· 2980
CARLSBAD MUNICIPAL WATER DISTRICT (766)4;s-zn.1..
L&IJCAl>/A WASTJ:WATF:IK. t>/s Tl<IC.T l 1t,,'ef) '15?,-0155
J4. PERMIT COMPLIANCE REQUIREMENTS:
A FDR CONTRQLI £0 GRAD/NG THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GM IT:CHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS { 15. 16.120 A.8/
CARLSBAD MUNICIPAL CODE.
8. J!EIQB TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING
REPOF?rS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR { 15. 16. 120 A.10/ CARLSBAD MUNICIPAL COOE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
ANO IRRIGA770N ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTfR FROM CITY ENGINEER/NG DEPAl?TMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STAIT:MENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. TH£ REPORT SHALL ALSO
INCLUDE A STATE:MENT BY THE SOILS ENGINEER THAT TH£
Gf/ADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
J5. UNLESS A Cf/AD/NG PERMIT FOR THIS PROJE:CT IS ISSUED WfTHIN ONE (1)
YEAR AFTE:R 1HE CITY ENGINEER'S APPROVAi., THESE PLANS MAY BE REQUIRED
TO 8£ RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
J6. THE $OIL$ REPORT TITLED VILLAGES OF LA COSTA "THE OAKS• PREPARED
BY GEOCON, AUGUST .3, 2001, SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHAU BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBE/?5
22.3-05-69 AND 22.3-05-70
THE CALIFORNIA COORDINATE INDEX FOR THIS PROJECT 15 N 1976 E 6268
SOURCE OF TOPOGRAPHY
R.J. LUNG AND ASSOCIATES, 2832 WALNUT AVENUE, TUSTIN, CA 92680
(714) 8.32-2077, AE:RIAL PHOTOGRAPHY FLOWN OCT. 25. 1999.
REFERENCE DRAWINGS
CfTY OF CARLSBAD:
VILLAGES OF LA COSTA G/?ADING AND E:ROS/ON CONTROL PLAN -DWG NO J97-1A
VILLAGES OF LA COSTA NEIGHBORHOOD J.8 IMPROVEMENT PLANS -DWG NO J97-1D
OWNERS / PERMITTEES
SHEA HOMES
I 0721 TREENA STREET, SUITE 200
SAN DIEGO, CA 921.31
SHEET INDEX
SHEET I
SHEET 2
SHEET 3
Tl TLE NOTES
KEY MAP, NOTES a VETA/LS
PRECISE GRADING PLAN
EARTHWORK QUANTITIES *
CUT:
FILL:
EXPORT
REMEDIAL
150 CY
0 CY
150 CY
0 CY
w QUANTITIES SHOWN ARE FOR BONDING ONLY AND
ARE NOT TO BE USED FOR BIDDING, BUDGETS
OR OTHER PURPOSES, AND ARE BASED ON 50
CY /LOT, AS SPECIFIED BY THE CITY.
PRECISE GRADING AND EROSION CONTROL PLANS FOR
VILLAGES OF LA COSTA
NEIGHBORHOOD 3~8
OWNER'S CERTIFICATE
(MODEL LOTS)
1 \ ~ \ '
\ \ . <
--Q'
~\ Os LAG "" Ji ·O COSTA
0
0 "" \\ \,
CJTY OF ENC!N!TAS
'..~
' VICINITY MAP
N. T.S.
CITY OF
SAN MARCO$
II
PROJECT
SITE
PA 3;8
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.
BY: T~I SHIISfleRMAN
5#/511, HOMES LJM/7/=D P/!,FIT
Llt-t11c.0 PA!<TNE.RSfl/P
SOILS ENGINEER'S CERTIFICATE
1.a.02.Q;i
DATE
CAl-lF0/'1.N IA
I, SHANE RODACKE:R A REGISTERED CML ENGINl:.TR 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
BITWEEN THE DATES OF Au6usT 3RQ,_:ZOOL AND ----------· TWO COMPLETE COPIES
OF THE SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBMl7TED
TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE R£\l/£WED THESE GRADING PLANS AND CERTIFY
THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED
IN THE GRADING PLANS AND SPECIFICATIONS
SHANE RODACKE:R
R.C.E. NO. 63291 EXP. DATE: 6/30/06
·oeCLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENG/NEEi? OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF TH£ PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THf CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
F /RM: H/fNS4KER 8 ASSQCI/\IFS
ADDRESS: 10179 HU£NIIEKENS AV£
CITY, ST.: SAN DlfGQ c4
TELEP;£~ 1858/ 558-4500
BY: ~-az.a,...k:,
RAYMOND L. MARTIN
P. E. NO.: RC£ 48670
EXP I RAT I ON DATE:: ..,6,.f-3"'Dlc.D""4 _______ _
BASIS OF BEARINGS
DATE, --''"-'1--L ... 2 ,'+l,_..t>_,,3,__ __ 1 I
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAO 'BJ CALIFORNIA
COORDINATES SYSTEM ZONE 6 GRID BEARINGS BETWEEN FIRST ORDER
STATION 3075 AND FIRST ORDER STATION 3085 AS SAID COORDINATES ARE
PUBLISHED IN RECORD OF SURVEY MAP NO. 15376. I.E. N 04•55'.JB" W
THE COMBINE:D SCALE FACTOR AT STATION 3085 IS 0.99993993. GRID
DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR.
LEGAL DESCRIPTION
LOTS J, 4 AND 5 INCLUSIVE OF CITY OF CARLSBAD TRACT NO. 99-04-01,
VILLAGES OF I.A COSTA -LA COSTA OAKS SOUTH, IN THE CITY OF CARLSBAIJ,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO.
14379, FILED IN THE OFFICE: OF THE COUNTY FIECORDER OF SAN DIEGO COUNTY,
APRIL 29, 2002
ENGINEER OF WORK
~~·--<.-"
No.llsa!l1 -
!3-131./11. T
WORK TO BE DONE
THE 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 PREPARATION OF AS-BUILT GRADING Pl.ANS, AS-BUILT
GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND
THE CfTY 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 TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD STANDARDS.
3. THIS SET OF PLANS.
4. IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUTION NUMBERS 5011, 5012, 5013, 5014
5015, 5020, 5021, AND 5022 DATED SEPTEMBER 5, 2001 AND SOP RESOLUTION
NUMBER 5495, APPROVED NOVEMBER 5TH, 2003.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC.
SOILS AND TESTING, INC. DATED, AUGUST 3, 2001.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE
CITY OF CARLSBAD STANDARDS.
8. FINAL PROGRAM EIR 98-07. OATED JUI-Y 11,,, Z.003.
9. SWPPP WDID NO. 937S-317517 oATE.OJt11-Y 24, 2.003.
LEGEND
DESCRIPTION
DROPPED GARAGES ••
8ACKFLOW PREVENTOR REQUIRED ** (SEE NOTE 1 BELOW)
PAD ELEVATION
FINISHED FLOOR ELEVA T/ON
GARAGE FLOOR ELEVATION (FRONT)
DEEPENED FOOTINGS ••
WATER LATERAL •••
SEWER LATERAL •••
PLAN NUMBER (R-REVERSE)
LOT NUMBER
4 • PVC AREA DRAIN
6" NOS SPEE-D DRAIN (OR EQUAL)
STREET LIGHT •••
STORM DRAIN *••
EASEMENT
3' CONCRETE WALK FOR REFERENCE ONLY
GRADE BREAK
CURB OUTLET PER SDRSD D-27
• CITY OF CARLSBAD STANDARDS
•• CONSTRUCTED BY SEPARATE PERMIT
*** PER DWG NO 397-ID
NOTE 1: TWO STORY HOMES MAY HAVE DUAL WASTE
SYSTEM IF REQUIRED BY THE BUILDING OFACIAL.
LEGEND OF ABBREVIATIONS
TC
GB
BVC
£VG
PV/
BC
EC
HP
LP
rw
BW
RP
FL
FS
ST
RT
N.T.S.
CTB LT
MVC
GFF
FF
DF
EOP
TOP OF CURB
GRADE BREAK
BEGIN VERTICAL CURVE
END VERTICAL CURVE
POINT OF INTERSECT/ON
BEGIN CURVE
END CURVE
HIGH POINT
LOW POINT
TOP OF WALL
BOTTOM OF WALL
RADIUS POINT
FLOW LINE
AN/SHED SURFACE
STREET
RIGHT
NOT TO SCALE
f}'lfNT TREATED BASE
MODIFIED VERTICAL CURVE
GARAGE FINISHED FLOOR
FINISHED FLOOR
DEEPENED FOOTING
EDGE OF PAVEMENT
PLANNINGDEPARTMENTAPPRO~L
Li\A,(R,.,.e~)~.OQ, .. uAm,i:/21/ci3
(SIG
ll!CJIAEL J. llOIZlilJJJi!Jl, PWllil!IG DJREC'l'OR
¼-o,,, b ~ DATE: \'2-/ 211/ 0 :!,
l!ECOmNDED BY: ~:'}_.P..Jl"\b_ Q UR ES 1-l 'f
(PRl!iT NAIIE)
SHEET
1
SYMBOL
P=440.7
FF=441.45
GFF=440.7
~
@
®
I 2C i
CD
l:i!I
NOTICE TO PROSPECTIVE BUYERS
THESE PLANS ARE TECHNICAL IN NA TUR£ AND
AR£ Pl?ODUCED TO BE USED BY WORKMEN IN
OROER TO PERFORM THEIR WORK IN
CONFORMITY WITH LOCAL tAWS AND GOOD
ENGINEERING PRACTICE:S. THEY DO NOT
ATTEMPT TO SHOW TH£ EXACT /.OCATION OF
EVEffY ITEM WITHIN THE HOUSE AND LOT.
THESE PLANS SHOULD NOT BE RELIED UPON
FOR THOSE PVl?POSFS.
SHEA HOMES
10721 TREENA STREET SUITE 200
SAN DIEGO, CA 92131
(858) 549-3156
"AS BUILT"
M:30/4:JB
REVIEWED BY:
-;e:,., ,;;~
INSPECTOR
I~ I ;J? 1c,t,
DATE
CITY OF CARLSBAD ! SHEETS I
ENGINEERING DEPARTMENT i 3 --·--~·-·--··· -------
PRECISE GRADING & EROSION CONTROL PLANS FDR:
VILLAGES OF LA COSTA
NEIGHBORHOOD 3.8 MODELS
CT -ol-i
-.. ,,, .. -... ---------1----+---+---+----I
DATE: i !NIT!AL DAT£ lN1TIAL
OWN BY: ___ _
CHKD BY: ji.,;;
DRAWING NO. ~~~
R.C.E. NO. 48670 EXP. 6/30/04
,,,/z,./01
OATE REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY,~
PROJECT NO.
SDP0J-07 414-lA
W.O NO 0061-0380
BIN ,
011404
GENERAL NOTES
1. SEE TRACT MAP AND EASEMENT PlATS FOR EASEMENTS, DIMENSIONS AND IDEN17FICATION.
2. PLANS PREPARED IN CONFORMANCE: WITH F.H.A DATA SHEIT 798 •
.J. FRONT, REAR AND SIDE YARD DIMENSIONS SHOWN +/-ARE APPROXIMATE:.
4. SITBACKS ARE MEASURES TO THE NEAREST VERTICAL PROJECTION.
5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE.
6. SEE ENGINE:ER'S PLANS FOR LOCATION OF UTILITIES.
7. NO DRIVEWAYS SHALL EXCEED 10% GRADE WITHOUT A 4'
VERTICAL CURVE AT GARAGE AND RIGHT OF WAY (SEE DITAJL BELOW)
8. PROVIDE GRADING DEPARTME:NT CLEARANCE BEFORE: FOUNDA170N INSPECTION.
9. ALL FILL TO BE APPROVED COMPACTE:D FILL.
10. LOTS SHAU BE GRADED JN ACCORDANCE WITH CITY OF CARLSBAD STANDARDS
(GS-15).
11. CONTRACTOR TO PROvtDE TE:MPORARY SAN/TAT/ON FACILITIES.
12. TH£ ANGLE OF REPOSE IS AN IMAGINARY LINE 45' TO THE HORIZONTAL, EXTENDING
DOWNWARD FROM THE BOTTOM CORNE:R OF ANY BUILDING FOOTING AND SHALL NOT
INTE:RSECT ANY PART OF AN EXCAVATION FOR UT/UT/ES, DRAINAGE, ETC.
1.J. FRONT WALK P£R LANDSCAPE PLANS.
14. ALL DRIV£WAYS SHALL BE CONSTRUCTED PER SDRSD NO. G-14A.
15. GARAGE FLOOR EL£VAT/ON IS AT DOOR (2" FALL FROM RfAR) AND £DUALS GROUND
£LEVATION AT HOUSE: LINE UNLESS OTH£RWIS£ SHOWN.
16. DURING HOU$£ LAYOUT AND 8£FOR£ TRENCHING ALL SETBACK DIM£NSIONS SHOWN ON
PLOT PLANS SHALL 8£ VERIFl£D. ANY DISCREPANCIE:S SHALL BE R£PORTE:D TO OWNER AND
ENGINE:ER BY CONTRACTOR FOR R£SOLUTION.
17. WALLS AND FENC£S ARE NOT PART OF THIS PERMIT. SEE LANDSCAPE PLANS.
18. ALL PVC DRAIN LINES SHALL BE 3• SOLID WALL , 5CH£DULE 80 (UNLESS OTHERWISE
NOTE:D), 1% MIN SLOP£.
19. ALL DRAINAGE INLETS CONSTRUCTED ON BUILDING PADS SHALL BE NOS 6" SPEE-D BASIN
OR EQUAL. ALL DRAINAGE INLETS CONSTRUCTE:D WITHIN THE PUBLIC RIGHT OF WAY SHALL
BE BROOKS Dl2424-24" SQUARE CONCRETE: CATCH BASIN WITH METAL GRAT£ OR EQUAL
20. ALL LOT DRAINAGE SWALES ARE TO BE A MINIMUM OF 1% SLOPE.
21. S£TBACKS FOR THIS PROJECT APPLY TO THE FOLLOWING:
FRONT YARDS = 20'
REAR YARDS = 15'
SIDE YARDS = 5' &-7.5"
22. SEE SO/LS REPORT DATE:D AUGUST 3, 2001, PREPARED BY G£0CON INC.
23. FOR ROUGH GRADING PLANS AND SPECIFICATIONS SE:£ CITY OF CARLSBAD DWG NO 397-1A
24. STREIT, CURB &: PAD ELEVATIONS ARE PER EXISTING PLANS AND SHOUW 8£ VERIFIED IN
THE: FIELD. IF ACUTAL £LEVATIONS VARY FROM THOSE SHOWN, NOTIFY THE ENGINEER OF WORK
AT (858)558-4500.
25. FOOTPRINTS AR£ BASED UPON ARCHIT£CTURAL PLANS DATE:D 8/19/0.J.
26. DRIVEWAY PAvtNG MATERIAL TO BE 4" P.C.C. MIN.
27. STRE:IT ADDR£S5 SHALL BE LOCATE:D ON BUILDING EXTERIOR IN ACCORDANCE WITH CITY FIRE CODE.
28. SEWER PL CLEANOUTS ARE PER CITY OF CARLSBAD STANDARD DRAWING 5-7
29. AN APPROVED BACKWATER VALVE: IS REQUIRED FOR DRAINAGE PIPING SERvtNG FIXTURES LOCATED
BELOW THE E:LEVATION OF THE NEXT UPSTREAM MANHOLE COVER. FIXTIJRE:S ABOVE SUCH ELEVATION SHALL DISCHARGE THROUGH TH£ BACKWATE:R VALVE.
PlANNING
ENGINEERING
SURVEYING
PLAN 3
HUNSAKER
& ASSOCIATES
SAN DIEGO, !NC
10179 Huennekens Street
San Diego, Ca 92·121
PH(858)558-4500 · FX(858)558-1414
: OPTIONAL
EAR D£CK R i
'
PLAN
PLAN OPTIONS
NTS
'
2
-
D
]
200 400 800
~I ____ ;
SCALE l'~ 200'
i----111 I
\\ \,:i----
L----\~ i
~\ I ,...._-,\ ,
1. '~--
~~
/ ./ ..
I' :~:-~""-:~_'-""-~-.,.:_---_,,
14• VERTICAL CURV[
r-6" -B" ABOVE
STRAIGHT GRADE
I 2"-J" BELOW ---~---,
1/0USE
F.F.
6" MIN.
I I
_2% -[:~HT GRADE_
\_GARAGES LAB
I
y ORIVEWA APPROA CH I
I
_ STRAIGHT GRADE EROM BACK OE ------DRIVEWAY APPROACH TO OARAC[ SLAB.
NOTE:
1) THE MAXIMUM DRIVEWAY SLOPE, MEASURED ON THE LOWER OR ST£EPEf?
SIDE OE THE DRIVEWAY, SHALL BE 14%. SLOPES EXCEEDING 14% SHALL
REQUIRE SPECIFIC APPROVAL BY THE SI/EA HOMES PROJECT AI.ANAGER.
2) WHEN Tl/£ MAXIMUM DRIVEWAY SLOPES EXCEEDS I 0%, INCORPORATE VERTICAL
CURVE TRANSITIONS AS SHOWN. THIS "ROLL" IN Ti!E DRIVEWAY IS INTENDED
TO HELP AVOID BOTTOMING BY LONGER VEHICLES AND TO MAKE
THE DRIVEWAY MORE PLEASING VISUALLY.
DRIVEWAY TRANSITIONS FOR
DRIVEWAY EXCEEDING 10% SLOPE
NTS
Cl.;
~---./
V I --.JI I
/I I
MODEL HOMES
I I lj
KEY MAP
SCALE: 1 "=200'
PROJECT BOUNDARY
-----LOT LINES
@ LOT NOS.
~ SHEET NO.
PROPERTY /./NE
FENCE
f-...--1-1' MIN.
4°'3' MIN.
4' MIN.
1 ' MIN. -,!---
6" MIN,
it SWALE
2% MIN. -21% MAX.
0,Ess1
0-.:,.D L .
SIDE YARD DETAIL
NTS
HOUSE
'<" --10.:--.z z ENGINEER OF WORK
NO. 48670 i;;
EXP. 6/30/04 "
ONDLMARTIN
R.C.E. NO. 48670 EXP. 6/30/04
4" MAX.
12·
MIN.
;z_/4/4 3
' ~DATE
SEDIMENT
ROLL
I
I
PL
C
NO MOUNDING
IN THIS AREA (TOP OF SLOPE 0.5' MIN ABOVE
SWALE & NOT TO EXCEED ANISH PAD ELEV.)
WOOD STAKE
0.7" X 0.75"
MAX 4' SPACING ROLLS DURING
~7b==j--GRAV£L BAGS
RAIN eox PLACE FIBER ---\
GRADING OPERAT/Of'J.NS;:,__-1 .. ....,"'P"---l--"""...i,~"""!"""""'---
FIBER ROLL
NTS
SIGHT DISTANCE TRIANGLE
(2,5' MAX. HEIGHT OF ANY OBJECTS,
V£GETA 710N, SLOP£ &-ETC.)
D
TYPICAL CORNER LOT
SIGHT DISTANCE SETBACK
NTS
BLDG
PLAN VIEW
@ FOUNDATION U
C.s·
SECTION D-D
D
TYPICAL DEEP FOOTING DETAIL
NTS
NOTE;
FOOTING DEPTH ON THIS
DETAIL IS DIAGRAMMATIC;
SEE PLAN FOR ACTUAL
DEPTHS
L FOOTING DEPTH
PER ARCHITECTURAL
DRAWINGS
CURB
NOTE: SIDE SLOPE RATIO VARIES
'
4' AND UNDER ARE 1.5: 1 &
OVER 4' AR£ 2:1.
TYPICAL LOT PLOTTING DETAIL
NTS
: .
5' J' MIN
6" MIN.
SECTION A-A
4' EXISTING BERM TO REMAIN AND
CONTRACTOR SHALL MODIFY FENCE
HEIGHT AND LOCA T/ON AS NECESSARY
TO COMPLY WITH CITY REQUIREMENTS
12"
SECTION 8-8 H IN FEET L IN FEET
0-5
5'
-
5'-20' 2.5'
?0'-40' 5•
OVER 4-0' 10'
SLOPE ROUNDING DETAIL
(DOES NOT APPLY TO SIDE
SLOPES BETWE:EN RESIDENTIAL
UNITS)
PL
4' 3' MIN 1'
BLDG PAD ELEV. . :,:
<o ::ii
ELEV. MUST BE EQUAL
TO BWG. PAD ELEV. OR
HIGHER
DE:EPENED FOOTING
WHEN REQ'D
(SEE DETAIL AT L£FT)
SECTION C-C
"AS BUILT"
~,4),/~{kzc:~_,-;,
RCE </-8(,, 70 EXP. b I .30/qd DA E
REVIEWED BY:
,£sf
INSPECTOR (, DATE
PR[C/S[ GRADING & [ROS/ON CONTROL PLANS FOR:
!----+--+------------··~····-··----j-··-···-+-······--j,----j""--,
l
VILLAGES OF LA COSTA
NEIGHBORHOOD 3.8 MODELS
C.T C\1\-D~ ..
'
W. 0 NO 0061 -0380
BIN ,
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558·4500· FX(858)558-1414
\ \
\
\
106.26'
\
\
"\
. r /F-----=,:!l
f
48J.8 TG ,,
482.7 )¥11
I
i 5.V'
48.08'
2: J SLOPE
4 1.7
21.17'
ofESSto
:,\D L . il,i ~ "I f:}-.:i.:. .-Xi;-i
'" "'('{" .,.... -::'..:'cc Zz
~ NO. 48670 ;;;
0: EXP. 6/30/04 :o
IV
OF" C
I
FOR MODEL PARKING LOT SEE
TERRA FIRMA LANDSCAPE COMPANY PLAN
TITLED "VILLAGES OF LA COSTA AT
HIGHGROVE MODEL PARKING LOT PLAN"
PAD=484.20
I
ENGINEER or WORK
R~~o-'t.{ii:~
12/4/03 ' DATE
R.C.E. NO. 48670 EXP. 6/30/04
~-
';/.1/s,W.
DATE
\
I
I
\
\
\
\
\
\
I
/
~-..
INITIAL
\
! I
!
I
I
I
I
I
ENGINEER OF WOR~
'I\ A . .:/·Btl/1.7
REVISION
0 20 40 60
~ ,----
SCALE !'= 20'
LOTS 3-5
8ACKFLOW PREVDITORS
ARE: NOT RE:QU/RE:D
DATE INITIAL DATE INITIAL
DESCRIPTION OTHER APPROVAL CITY APPROVAL
''AS BUILT"
~ ~~~c ------~..,.#-~
RC 48/o70 EXP. (,,/30(.~fl. DATE
REVIEWED BY:
----£ lt/v,jvt 7.,,,;
INSPECTO:~•, ';f DATE
1
SH~E1 CITY I SH~ETS I OF CARLSBAD
ENGINEERING DEPARTMENT
PRECISE GRADING & EROSION CONTROL PLANS FOR:
VILLAGES OF LA COSTA
NEIGHBORHOOD ~~8 MODELS c.:-r C\ Cl. -0 ..
APPROVED LLOYD HUBBS PY .1/..r/ ... ~-A. ~~~;! ~~ ·..c: ~ ENGIN-R RCE : ~~g Exe P LJJ 1/05 DATE . '
OWN BY:
CHKO BY: ~
RVWD BY: ,r-/
PROJECT NO.
SDP03-07
DRAWING NO.
414-lA
W.O NO 0061-0380 BIN,
011404