HomeMy WebLinkAboutDWG 446-4C; CT 05-14; VILLAGES OF LA COSTA THE OAKS N NEIGHBORHOOD 3.1; 01-09GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE
CARLSl3AD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHE.~ 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 WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL OOCUMENTS LJSTED 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 CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINE[R 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
CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST 8£
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
OCCURRANCE OF UABILJTY. THE INSURANCE COMPANY WRJnNG THE POUCY MUST
HAVE A RATING OF "A-• OR BETTER AND A SIZE CAffGORY OF CLASS V OR BETTER
AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. UNLESS EXEMPTE:D BY SECTION 301.(b)S OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. A?PROVAL OF THESE PLANS BY THE CITY ENGINfER 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 8£ MADE TO THESE PLANS WITHOUT THE WR/filN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
AP PROP RIA T[ SHEET OF THE PLANS AND THE TITLE SHEET.
g, ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL 8£ 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 EM[RGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SIil:: AT ALL T.''i,S DURING CONSTRUCTION.
12. WHERE TRtNCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUS/NE:SS 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 FIELD TESTS.
1J. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMM£Nn•,TIONS OUTLINED IN TH£ SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE Clr A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STAT[ 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 SPECIFICATIONS AND THE
• EARTHWORK SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBM/filD TO THE
PRO,,cCT INSPECTOR.
14. A PRECONSTRUCDON MEETING SHALL BE H[LD AT TH[ SIT[ PRIOR TO THE
BEGINNING OF WORK AND SHALL BE A filNDED BY ALL REPRESENTATIVES
RESPONSIBL[ FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION
MEETING BY CALUNG THE INSPECTION LINE AT (760) 438-38g 1 AT LEAST (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 INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION 1,/EITING WILL BE
"An• t11 CALLING TH1 E•GWEFRING 24 HOUR /NS•ECT/ON R•"UEST LINE "
1760 l 438 38Q I ••" PECTIO" REC UESTS MUSl BE RECEIVED PRIOR TO 2:00 P."
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 TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR 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 FED/.RAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
I 7. 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 WORKER PROT[CTION FROM )HE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIP£ 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 Pf.AN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TIRE 8
CALIFORNIA ADMINISTRATIVE COD£ THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE, A COPY OF TH[ OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL BE PERFORIAFD UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WfLL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. I[ ANY ARCHAWLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCT/ON. OPERATIONS WU L CEASE IMMEDIATELY. AND THE
PERM/TT££ 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 C0!,1,/UCTED ON THE SITE OR ADJACENT THEREiO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIAffD
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD 8£TW[[N 7:00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCffD ON WEEKI.NOS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-Siff HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE;
CIIY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
JYQHK,
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREITS AS A RESULT OF THE GRADING QP£RADQN.
2.J. BRUSH SHALL 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 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 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 REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SL0°rs SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN ( 10) DAYS OF THE TIME WHEN ~ 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 PLANS FOR
THIS PROJECT, DRAWING NO. 446-4L, AND/OR AS DIRECffD 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 /RR/CATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH 3/ 4 •
ROCK PER SDRSD 5-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR
SDR 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 COMPACT[D SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACIUTIES
(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.
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 WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)660-7343
PACIFIC BELL -SBC COMMUNICATIONS (800)892-0123
ADELPHIA COMMUNICATIONS .(760)438-7741
CITY OF CARLSBAD (STREETS & STORM DRAIN) (760~434-2980
VALLECITOS WATER DISTRICT (SEWER &-WATER) (760 744-0460
CITY OF CARLSBAD (RECLAIMED WATER) (760 438-2722
34. PERMIT COMPUANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GNE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS [15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR { 15.16. 120 A.1 OJ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING fNG/NEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETffR 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 QUALITY OF THE SOIL, AND SUMMARlfS OF
FIELD AND LABO RA TORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE -SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RfCOMMENDA TIONS OUTLINED IN THf 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 PROJECT JS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCH[CK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
PRECISE GRADING
VILLAGES OF LA COSTA-THE OAKS NORTH
NEIGHBORHOOD 3.1
WORK TO BE DONE
THE PRECISE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, ANO PlANTING OF
PERMANENT lANDSCAPING AND PREPARATION OF AS-BUILT GRADING PlANS, AS-BUILT GEOLOGIC
MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF Pl.ANS ANO THE CITY
STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE
PlANS.
VICINITY MAP
N.T:S.
SOILS ENGINEER'S CERTIFICATE
I, DENNIS BORATYNEC, A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A STUDY OF THE SOIL
CONOITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION. TWO COMPLETE
COPIES OF TH£ SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN
SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
DATE
G.£ NO. 2770 EXP. DAT£-12-31-10
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DEC/ARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN JS 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
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: HUNSAKER &-ASSOCIATES
THE PRECISE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
I. CARLSBAD MUNICIPAL COD£
2. CITY OF CARL$BAD STANDARDS.
3. THIS SET QF Pl.ANS.
4. CONDITIONS FOR PUO 05-11(8): PlANNING COMMISSION RESOLUTION NO. 6730 DATED
OCT. 20. 2010, AND CITY COUNCIL RESOLUTION NO. 2070-261, DATED NOV. 30, 2010.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT ANO RECOMMENDATIONS BY LG(, c::oTECHNICAL, INC. DATED DECEMBER 1-f, .l010.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE
CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL DEVELOPMENT COMMISION PERMIT: NOT APPLICABLE
9. FINAL PROGRAM EJR 98-07 AND THE MITIGATION MONITORING AND REPORTING PROGRAM.
70. SWPPP PREPARED BY HUNSAKER &-ASSOCIATES DATED NOVEMBER Of, 2010
WDID NO. 9 37C 3½ 74'7
11. SWMP 070040 PREPARED BY HUNSAKER &-ASSOCIATES DATED MAY 07, 2008 AND
AMENDMENT DATED AUGUST 20, 2010.
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCION HAN0800K ANO
CALTRANS CONSTRUCTION SITE 8MP MANUAL.
DESCRIPTION
PROJECT BOUNDARY
LEGEND
STD. DWG, SYMBOL -------
BACKWATER VALVE/SPLIT SYSTEM REQUIRED [00
PAO ELEVATION
FINISHED FLOOR ELEVATION
GARAGE FLOOR ELEVATION
DROPPED GARAGF:
DEEPENED FOOTINGS
WATER LATERAL
SEWER lA TERAL
PIAN NUMBER (R-REVERSE)
LOT NUMBER
FIRE SPRINKLERS REQUIRED
EXISTING RETAINING WALL
PADz137.60
FF=138.35
GFF=137.80
==
@
®
, IA
CJD
(FR)
@
(PfA DWG 420-4A} -i::=::.-■==--•
QIJANTllY
36. THE SOILS REPORT TITLED "GEOTECHNICAL REVIEW OF PRECISE GRADING PIAN
FOR VIL/AGES OF lA COSTA. THE OAKS NORTH NEIGHBORHOOD 3. 1 CT
05-14 PREPARED BY LGC G[OTECHNICAL, INC. ore: 14, 2010 SHALL
ADDRESS: 9707 WAPLES STREET
CITY, ST.: SAN DIEGO. CA
RETAINING WALL
STREET NAME SIGN
FIRE HYDRANT
STREET LIGHT
WATER MAIN
BE CONSIDERED AS A PART OF THIS GRADING PIAN. ALL GRADING
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS
AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
37. IN ACCORDANCE WITH THE CITY SUSMP, ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PIAN SHALL INCLUDE "STENCILS" BE ADDED TO
PROHIBIT WASTE DISCHARGE DOWNSTREAM. S7ENCILS SHALL BE ADDED
TO THE SATISFACTION OF THE CITY ENGINEER.
LEGAL DESCRIPTION
LA COSTA OAKS NORTH NEIGHBORHOOD 3. 1 (CT 05-14)
TEL£;~~!?4500
BY: -~-,~~4t/::..
F ONO L. MARTIN
P.£ NO.: RCE 48670
EXPIRATION DATE: _,6""/.-"3.:.0/'--'-'12,.._ ______ _
SOURCE OF TOPOGRAPHY
SEWER MAIN
STORM DRAIN
EASEMENT
30" X 30" A/C PAD
FIBER ROLLS (SEE DETAIL ON SHEET 2)
NOTE: IMPROYEMENTS PER DWG NO 446-4 AND -f29-7
--0--
-----------
LOTS 1 THROUGH 80 OF THE CITY OF CARLSBAD TRACT CT. 05-14, VIL/AGES
OF lA COSTA -lA COSTA OAKS NORTH -NEIGHBORHOOD 3.1, IN THE CITY
OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO
MAP THEREOF NO. 15595 FILED IN THE OFFICE OF THE COUNTY RECORDER
OF SAN DIEGO COUNTY ON AUGUST 22, 2007 AS FILE NO. 2007-0560435.
TOPOGRAPHY SHOWN ON THESE PlANS WAS GENERATED BY
AERIAL SURVEY BY SAN-LO AERIAL SURVEYS (1-30-97)
AND ROUGH GRADING PER OWG. 42g-7A &-446-fA
TOPOGRAPHY SHOWN HEREON COMFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
APPIJCANT /OWNER
STANDARD PACIFIC CORP
26 TECHNOLOGY DRIVE
/RV/NE, CA 92618
(949 J 1ag-1000
LEGEND OF ABBREVIATIONS
TC
GB
BC
EC
HP
LP
FL
IMP
C./. c.o.
RCP
DL
TOP OF CURB
GRAD£ BREAK
BEGIN CURVE
END CURVE
HIGH POINT
LOW POINT
FLOW LINE
IMPROVEMENT
CURB INLET
CLEANOUT
REINFORCED CONCRETE PIPE
DAYLIGHT
REFERENCE DRAWINGS
C.8.
EVC ave
FG
ST
RT
LT
FS
N.T.S.
TW
TF
CITY OF CARLSBAD DRAWING NO. 429-7
CITY OF CARLSBAD DRAWING NO. 429-7A
CITY OF CARLSBAD DRAWING NO. 446-4
CITY OF CARLSBAD DRAWING NO. 446-48
SHEET INDEX
NOTES AND LEGEND
PRECISE GRADING
SHEET 1-2
SHEET 3-9
CATCH BASIN
END VERTICAL CUi?VE
BEGIN VERTICAL CURVE
FINISHED GRADE
STREET
RIGHT
LEFT
FINISHED SURFACE
NOT TO SCALE
TOP OF WALL
TOP OF FOOTING
OWNER'S CERTIFICATE ENGINEER OF 11\70RK
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL
8£ RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION
AND STABILITY OF THIS SIT£ ' . ~~ 1zks-lto ,
EARTHWORK QUANTITIES*
CUT:
FILL:
EXPORT:
4,000 -CY
0 -CY
4,000 -CY
* QUANTITIES SHOWN ARE FOR BONDING ONLY ANO
ARE NOT TO 8£ USED FOR 8/00/NG, BUDGETS
OR OTHER PURPOSES.
PROJECT WCATION
THIS PROJECT JS LOCATED WITHIN ASSESSORS PARCEL
NUMBERS 223-830-01 THROUGH 241-830-41,
L23-831-1 THROUGH 223-831-39. THE CALIFORNIA
COORDINATE INDEX OF THIS PROJECT JS N 7g78 £ 6268
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT COD£ REQUIRES
A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A
PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR OIGALERT
I.D. NUMBER CALL UNDERGROUND SERVICE ALERT AT:
TOLL FREE 1-800-422-4133
TWO WORKING DAYS 8FFOR£ YOU DIG
DATE
BASIS OF BEARINGS
HUNSAKER
& ASSOCl1\TES
S A N C I E G C, I N C.
1-'LAl'>Jl\l"JG 9707 Waples ~treet
!:N81t~l:.l:.KNG Son IJ ego, Ca 92721
SUR'✓~YIHG PH(BJB)ti~!:3-4b00 FX( B58)558-14 lL
PUN~I}}G DEPARTMENT APPROVAL
~ ~ DAaaµ;,,o
(SIGNED)
I °"iti mOND L. lv'.ARTIN I RtE NO 48670 EXP. 6/30/12 DAT[
BENCH 11ARK
DESCRIPTION: STD. STREU SUR\/c'f MONUMENT
LOCATION: STA. 288+89 EC ON CE:NTf:RLINE
OF cl. CAMINO RcAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: JI 1.41 t/GVD 1929
"AS BUILT"
DON NEU, PLANNING DIRECTOR u E
)
/ RC£ ___ EXP. ___ _
I AJ l;: iJ ,JI....--. DATF.. 17.-/ z.q/1 ° 1---R-ru-,-£~-f-D -B-Y,----------1,1----~
(SIGNll>) l
RECOMMENDED BY: VAN I, r.111 e, /,, ' (PRDIT Nill!) INSPECTOR DATE
1---------+--+----------t---+---+--~---t~ CITY OF CARLSBAD I SHEETS I
THE BASIS OF BEARINGS FOR THIS L!.__J ENGINEERING DEPARTMENT 9
SURVEY JS THE CALIFORNIA COORDINATE SYSTEM -1983, ZONE VJ, PRECISE GRADING AND EROSION CONTROL Pl.ANS FOR:
1991.35 EPOCH, NORTH AMERICAN l---+--1-----------------j---+--+--I-----I VILLAGES OF LA COSTA
DATUM OF 1983 (NA083), GRID THE OAKS NORTH
BEARINGS BETWEEN STATION 147 AND PUD 05-11''8'' NEIGHBORHOOD 3.1
STATION 152 AS SAID COORDINATES 1----+----+------------------1-----1f----+--+---~ "111
ARE PUBLISHED IN THE CITY OF A~P. ED_ j .Jl/ _
CARLSBAD SURVEY CONTROL NETWORK ,K. '24 /U!, ,, · ,~ /p/tQ ·
ESTABLISHED BY RECORD OF SURVEY ~•• •I•• ;1\ /J~1lt<t= lfJ'" 3 C././7 n AZ< I"-;::.,,p G!INVAN PESKI RC£: 41204 EXP: n3/,7/1•. DATE MAP NO. 17271, FILED IN THE OFFICE -? i~" "'-' ' ",i--,L..-----t---f-----t"~P:"i;,1-'1;1:':"":';;:-I~~==~==~~~~=::::'.::::~~:==:~~ OF THE SAN DIEGO COUNTY RECORDER -' I Pl J'1__ //\ ·: "' I fJT L0_,_5JiI.._J.__ 7 -----.+---.+---l.i'.~/J~'!/-.l-'-'Z.=+-'~=1'10~ _D_W_N_B_Y,-_-_-_-_-_-_-_----PR-0-,-,E-CT_N_O_. --DRAWING NO.
ON FEBRUARY 8, 2002. IE: N DA.TE INITIAL DAT£ INIT'AL DAT£ INITIAL CHKD BY.· __ _
04·55'39" W ~tG/NffR OF WORI REVISION DESCRIPTION OTHER APPRO'IAL CITY APPROVAL RVWD BY: CT o5-t4 446-4c
R,\0570\~Eng\Prec,se Grodlng\Doks 3.1 PG\0570PGOl.ciwg(JDec-14-2010ol3•25 W.O. No. 2240-0039
12411
032612
EROSION CONTROL NOTES
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PITER HEMPHILL
AT {Q49) 9.33-7790.
KEY MAP
SCALE: I "=200'
PL B
NOTE: ..
BLDG
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCT/ON OF
TEMPORARY DEVICES WHEN RAIN /S IMMINENT.
----PROJECT BOUNDARY ( a:'
RUNOFF FROM IMPERVIOUS AREAS (E.G.
ROOF, UNCOVERED SLABS) SHALL, TO THE
MAXIMUM EXTENT PRACTICABLE, BE DIRECTED
THROUGH ADJACENT LANDSCAPED AREAS
PRIOR TO REACHING AREA DRAINS. -
LOT LINES ', PHASE 6&7
SET BACKS --i
PER PLAN ® LOT NO. ~SHEET 6 A NOTE:
D D
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
~ SHEET NO. I I
DEEPENED FOOTING
DEPTH ON THIS DETAIL
IS DIAGRAMMATIC; SEE
PLAN FOR ACTUAL
DEPTHS 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 /JNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
NECESSARY PRECA/JT/ONS 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.
200 0 200 400 800
SCALE 1 "-200' I
I
I
PHASE 3,4&5 SHEET 5
NOTE: WALKWAYS ARE FOR REFERENCE ONLY
AND NOT TO BE CONSTRUCTED
PER THIS PRECISE GRADING PLAN
PLAN VIEW
CURe-----'
NO MOUNDING
IN THIS AREA (TOP OF SLOPE 0.5' MIN A80VE
SWALE &: NOT TO EXCEED FINISH PAD ELEV.)
NOTE: SURFACE WATER TO DRAIN AWAY
FROM THE BUILDING.
NOTE: SIDE SLOPE RATIO VARIES
4' AND UNDER ARE 1.5: 1 &:
OVER 4' ARE 2:1.
PLAN VIEW
N.T.S.
@ FOUNDATION
=--:-: T -1% MAX
L....o.6' D.F.
S£CT/ON D-D
N.T.S.
2.0' MINIMUM
FOOTING OEPTH L (PER ARCHITECTURAL
DRAWINGS)
TYPICAL DEEP FOOTING DETAIL
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING
DAY.
PHASE SHEET
PHASE 1&2 N.T.S.
SHEET 4
N.T.S.
:a,:
:'i LD,= # OF RISERS
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY !"MIN
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.
1 1. SHOULD GERM/NA T/Oi~ 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.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMA'":NT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED
A(, 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(CONSTRUCT/ON OR GENERAL LANDSCAPING) WITHIN 60 DAYS
OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS
IMMEDIATE TREATMENT.
8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA:
I. 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 PRECIPITATION SPRINKLER
HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO
HYDROSEEDING. THE D£VELOPER 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.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORN/CA
d. 4 lbs. PER ACRE r>f" ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ltEMS 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 BROADCAST/NG BEFORE HYDROSEEDING.
OF THE CONTRACTOR.
i. ALL SEED '>efATER/ALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA
DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW)
MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS
/JSED 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 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 V/GORO/JS GROWTH UNTIL THE PROJECT IS PERMANENTLY
LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT JS COMPLETED
AND ALL BONDS RELEASED.
HUNSAKER
& ASSOCIATES
SAN DIEGO. INC.
PLANNING 9707 Waples Street
ENGINE.ERING Son Diego, Ca 92121
SURVEYII\JG PH(858)558-4500 FX(B!:18)558-1414
PHASE 11,12&14 -(
SHEET 8 ~ V
e,,wca '°""""" -~,(
\
GENERAL NOTES
MODELS
SHEET 3
I. SEE TRACT MAP AND EASEMENT PLATS FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION.
2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798.
3. FRONT, REAR AND SIDE YARD DIMENSIONS SHOWN + ARE APPROXIMATE.
4. SETBACKS ARE MEASURES TO THE NEAREST VERTICAL PROJECTION.
5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE.
6. SEE ENGINEER'S PLANS FOR LOCATION OF UTILITIES.
7. NO DRIVEWAYS SHALL EXCEED 10% GRADE WITHOUT A 4' VERTICAL CURVE AT GARAGE/
ENTRY WALK AND RIGHT OF WAY. (SEE DETAIL RIGHT)
8. PROVIDE GRADING DEPARTMENT CLEARANCE BEFORE FOUNDATION INSPECTION.
9. ALL FILL TO 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 BUILDING FOOTING AND SHALL NOT
INTERSECT ANY PART OF AN EXCAVATION FOR UTIL/T!ES, DRAINAGE, ETC.
13. FRONT WALK PER LANDSCAPE PLANS.
14. ALL DRIVEWAYS SHALL BE CONSTRUCTED PER SDRSD Na. G-14A.
15. GARAGE FLOOR ELEVATION IS AT DOOR ( 2• FALL FROM REAR) AND EQUALS GROUND
ELEVATION AT HOUSE LINE UNLESS OTHERWISE SHOWN.
16. DURING HOUSE LAYOUT AND BEFORE TRENCHING ALL SETBACK DIMENSIONS SHOWN ON
PLOT PLANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER
AND CONTRACTOR FOR RESOLUTION.
17. WALLS AND FENCES ARE NOT PART OF THIS PERMIT. SEE LANDSCAPE PLANS.
18. ALL PVC DRAIN LINES SHALL BE 3" SOLID WALL SOR 35 (UNLESS OTHERWISE NOTED),
SCHEDULE 80, 1 % MIN SLOPE.
19. ALL DRAINAGE INLETS CONSTRUCTED ON BUILDING PADS SHALL BE NOS 6" SPEE-D BASIN
OR EQUAi .. ALL DRAINAGE INLETS CONSTRUCTED WITHIN THE PUBLIC RIGHT OF WAY SHALL
BE BROOKS 012424-24" SQUARE CONCRETE CATCH BASIN WITH METAL GRATE OR EQUAL.
20. ALL LOT DRAINAGE SWALES ARE TO BE A MINIMUM OF 1.0 % SLOPE.
21. ELEVATIONS ON THIS PLAN SHOWN AS "51.00" ARE TRUNCATED IN THE ONE HUNDREDS
PLACE BY 500.00 AS APPLICABLE. IE. 51.00 = 551.00
22. SETBACKS FOR THIS PROJECT ARE AS FOLLOWS:
FRONT YARDS = 15 FEET
REAR YARDS = 15 FEET
SIDE YARDS = 5/7.5 FEET
23. THE SOILS REPORT PREPARED BY GEOCON INCORPORATED DATED JAN. 20, 2010
SHALL BE CONSIDERED AS A PART OF THIS PRECISE GRADING PLAN. ALL GRADING SHALL
BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN
SAID SOILS REPORT.
PHASE 13 SHEET 9
24. FOR ROUGH GRADING PLANS AND SPECIFICATONS SEE CITY OF CARLSBAD DWG. NO. 446-58.
25. STREET, 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 DATED 06/18/10.
27. DRIVEWAY PAVING MATERIAL TO BE 4" P.C.C. MIN.
28. STREET ADDRESS SHALL BE LOCATED ON BUILDING EXTERIOR IN ACCORDANCE WITH CITY
FIRE CODE.
29. SEWER Ii!. CLEAN-OUTS ARE PER VWD.
30. BACKWATER PROTECTION IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES LOCATED BELOW
THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER. CONTRACTOR SHALL INSTALL BACKWATER
VALVE(S) AND OR DUAL WASTE SYSTEMS AS MAY BE REQUIRED BY THE BUILDING OFFICIAL.
FUEL MODIFICATION NOTES:
PL VARIES
5' MIN
1' MIN. J' MIN•
8" MIN.
• 5' TYPICAL UNLESS
OTHERWISE NOTED
DEEPENED FOOTING
WHEN REQ'D
(SEE DETAIL BELOW)
6" fl
PAD
SECTION A-A
TEMPORARY BERM TO BE
REMOVED DURING FINAL
GRADING
SECTION B-B
N.T.S.
5' MIN
'ARIES
DL
PL
J' MIN• 1' MIN
• . .:• :··~ .': ." BLDG PAD ELEV. 2 ~-· r====;~;;-;.:•;«>n?;ciz%~M~I ~-2~/;:::J 1 j ::,; 21% MAX·
ELEV. MUST BE EQUAL
TO BLDG. PAD ELEV. OR
HIGH£R
MUDS/LL
DE£PENED FOOTING
WHEN R£Q'D
(SEE DETAIL BELOW)
• 5' Tl'PICAL UNLESS
OTHERWISE NOTED
S£CTION C-C
N.T.5.
TYPICAL LOT EROSION CONTROL DETAIL
SIGHT DISTANCE TRIANGLE (2.5'
MAX. HEIGHT OF ANY OBJECTS,
VEGETATION, SLOPE & AS
MEASURED FROM ROAD SURFACE)
N.T.S.
TYPICAL CORNER LOT
SIGHT DISTANCE SETBACK
N.T.5.
2• MIN
4• MAX
12" MIN'
DRMWAY APPROACH
c.. ~= HEIGHT OF EACH RISER
~
FF=PER PLAN
/: • :· .-ld.. ~-••
•, . " ·.
. .,.-.
I, L
. .:, ... ~: . ~ : ..
• I I
DROPPED GARAGE DETAIL
N.T.S. 14• TRANSITION
2•-3• ABOVE: STRAIGHT GRADE:
I
I NOTE:
STRAIGHT GRADE: FROM BACK OF ------DRIV£WAY APPROACH TO GARAGE: SLAB OR £NTRY WALK.
1) THE MAXIMUM DRIV£WAY SLOP£, MEASURED ON THE LOWER OR ST£EPER
SIDE OF THE DRIVEWAY, SHALL BE 14:Jr. SLOPES EXCEEDING 14:Jr SHALL
REQUIRE SPECIFIC APPROVAL BY THE CITY £NGINE£R.
2) WHEN THE MAXIMUM DRIVEWAY SLOPES £XC££DS 10:Jr, INCORPORATE
TRANSITIONS AS SHOWN A80VE. THIS "ROLL• IN TH£ DRIV£WAY JS !NTEND£D
TO HELP AVOID BOTTOMING BY LONGER V£HICL£S AND TO MAKE
TH£ DRIVEWAY MOR£ PLEASING VISUALLY.
DRIVEWAY TRANSITIONS FOR
DRIVEWAY EXCEEDING 10% SLOPE
N.T.S.
ENGINEER OF WORK
1ltak-RA N
RCE NO 48670 EXP. 6/30/12
BENCH MARK
DESCRIPTION: STD. STR£ET SURVEY MONUMENT
FIBER ROLL 8" MIN LOCATION: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
WOOD STAKE
J/4"xJ/4" MAX
4' SPACING
RECORD FROM: SAN DIEGO COUNTY
V£RTICAL CONTROL
ELEVATION: J11.41
"AS BUILT"
NGVD 1929
FIBER ROLL EXP. ___ _ DATE
N.T.S. R£1,1£WED BY:
INSP£CTOR DATE
ZONE A-1:
•PLANTED WITH GROUN.DCOVER OR LOW GROWING SHRUBs SPECIES (LESS THAN J FEET IN HEIGHT) KNOWN TO
HAVE FIRE RETARDANT QUALITIES.
I SH2£T I CITY OF CARLSBAD I SHEETS I l---+---1----------------r---r----t---i---( ENGINEERING D£PARTMENT 9
l---+---+----------------1---+--+---+---t
•NO TREES OR SHRUBS ALLOWED.
•ANY RESIDENTIAL STRUCTURES OR PORTIONS OF THE STRUCTURE INCLUDED BUT NOT LIMITED TO
DECKS/PATIOS/BALCONIES SHALL BE FIRE RATED AND MADE OF IGNITION RESISTANT CONSTRUCTION.
·•IRRIGATEO.
ZONE: A-2:
•PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS.
•NO TREES ALLOWED.
•IRRIGATED.
ZONE A-J:
•PLANTED WITH LOW WATER USE NAT/JRALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS.
•TREES ARE ALLOWED BUT SHALL BE NOT PLANTED CLOSER THAN 20 FEET APART.
•IRRIGATED.
PRECISE GRADING AND EROSION CONTROL PLANS FOR:
VILLAGES OF LA COSTA
THE OAKS NORTH
Puo 05-11 B NEIGHBORllOOD 3.1
A~P.P',;:_D--.J.-, .t_ -.,/)~ .,,,, _,A'; ?,an~ ri/J0:/10
GiN VAN PESKI RC£: 41204 £XP: 03 31 1 DAT[
1---+----i----------------i----i----;----t-----. ~...=---=----=-=---=----=---=---=-=-=-=---=~~:::==~~:;='c~~=,~=-=--':...~~===~ PROJECT NO. DRAWING NO. OWN BY: ___ _
CT 05-14 446-4C DA TE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
DATE INITIAL DATE INITIAL CHKO BY: __ _
OTHER APPROVAL CITY APPROVAL RVWO BY:
R:\0570\&Eng\Precise Grading\0aks 3.1 PG\057 0PG02.dwg(]Dec-14-2010: 13:59 W.0. Na. 2240-0039
HUNSAKER
& ASSOCIATES
S A N D I E G 0, I N C.
PLANNlllG 9707 Waples Street
ENGINEERING Son Diego, Ca 92121
SURVEYING PH(858)558-4-500 FX(858)558-1414
LOT 52
LOT 51 ----.
,..,
en
oi °'
LOT 45
45. 11 45.56
FL L CID
PLAN 4AR
4' PAD=445.9
FF=446.57 4 '-
(FR)
tB
GF8=46.07
~
·fAc!
1-44.45
FL
(
. '
\
\' ;,,..--\ \ <:n " \ I oi 0,
I
I
LOT 46
47.85
L
4'
48.14
FL GD
4'
.8'
Pl.AN 2BR
PAD=448.5 W
FF=449.17 '\I7
L-....,. (FR)l/;ill GFB=
• • 48.84
47.75
FL
\,
! ,---i
j '
I
I
(MODELS, LOT 48-50)
✓
I (
/ I
LOT 47 / I I
I I ' I I
50.35
FL
I
'-'-
'-' ' '-'
I \
I
I
451.0
HP
' '-'-
L---++-1... RROJ CT
BOU c4 Y
I
I
CID
Pl.AN JCR
PAD=451.2
FF=451.87
B'
(FR) ~--,1
NOTE:
.
'-' '-' ' '
! ' ' L. ' '
' '
' ' '-
'i ' ! I '-
' ' ., '
I ~
I
' -----'
RUNOFF FROM IMPERVIOUS AREAS (E.G.
ROOF, UNCOVERED SLABS) SHALL, TO THE
MAXIMUM EXTENT PRACTICABLE, BE
DIRECTED THROUGH ADJACENT LANDSCAPED
AREAS,
I I
I ' -· -· >' ---·
'
I
37+0
40 60 -----
SCALE 1'=20'
I I I I I I I INDICATES ABUTTER'S RIGHTS OF ACCESS RELINQUISHED
PER MAP NO. 15595.
BACKWATER VAL VE TABLE
J.QJj REQUIRED
48....... . ............ NO
49..... . ..... YES.
50 ...................................... NO
FOR EXISTING IMPROVEMENTS
SE[ DWG NOS. 429-7 & 446-4
ENGINEER OF WORK
1i/,s/lo
ONO L. MARTIN DAT£
NO 48670 EXP. 6/30/12
BENCH MARK
DESCRIPTION: STD. STREET SURVEY MONUMENT
LOCATION: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
EL£VATION: 311.41 NGVO 1929
"AS BUILT"
RC[ ___ _ EXP. ___ _ DAT[
REVIEWED BY:
INSPECTOR DAT[ t-----t--+-------------l---~+--+---1------II SH3[[T I CITY OF CARLSBAD I SH[[TS I
ENGINEERING DEPARTMENT 9
PRECISE GRADING ANO EROSION CONTROL PLANS FOR:
VILLAGES OF LA COSTA
THE OAKS NORTH
l-----+---+-------------1--____.j---l---l---1 PUD 05-11 B NEIGHBORHOOD 3.1
A~;',_Ef1/ /. ==ccc-c-----c~~~~ /'t M//0
l---+---+-----------------+---+---1------l----1 ~ESKI RCE: .112Qj EXP: 0 31 1 DAT[
l----+--+-----------------1----l---1----1---l ;======~~===============---~-=-=-=-=-=-=-=~-DWN B~· ____ PROJECT NO. DRAWING NO.
CHKD BY:____ CT05-14 446-4C
RVWD B~·
DAT[ INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
DATE !N!T!AL DATE IN!TiAL
OTHER APPROVAL CITY APPROVAL
R•\0570\~Eng\Prec;se Groci;ng\Ooks 3.1 PG\0570PG03,ciwg[JDec-17-2010•15•10 W.O. No. 224-0-0039
LOT 11
HUNSAKER
I
"' cr,
"' 0
I
& ASSOCIATES
SAN DIECO, INC.
PLANNING 9707 Waples Street
ENGINEERING San Diego, Ca 92121
SURVfYING PH(858)558-4500· FX(858)558•1414
I
AP-_; -L -
15,40
416.1
HP
@
\@
FL UV
pi.AN 4AR
pA0=416.3
FF=416.97 --71
(FR)
EB
GFB=16,47
15.70
FL
15.50
FL
14.76 cFF=16.JO ;L ·,· I~ ~
. \ ',
LOT 38
I
I
1 1. 4
I
I
\
17.42
FL
\
CD
418. 1
HP I :
I
PLAN 3CR 7'
PAD=418.3 l l:g'
FF=418.97 ----il-~1~ •. '7 0 I
(FR)~ I -I <o .
17.65
FL
GFB=
18.47
417.6
HP
21 I . I
LOT 83
OPEN SPACE
· 62.73'
420.1 "' H
19.40
FL
19.96
CK:) FL
PLAN 48R
PAD=420.3
FF =420. 9.7~----,J
(FR)
li,El
EB
GF8=20.47
19.60
FL
19.40
FL
N-~!'.2.f •. GFF=20.30
20.00
FS
LOT 54
I
l
,J
I .
125<'
l
I
21.52
FL
20.83
FL
CD
PLAN 1AR
PAD=422.3
FF=422.97
(FR)
21.93
FL
GFB=22.47
21.48
FL
________,,_, . -. -
43.64'
55't.OT 53
'i
14.5'' l ,
I I
I
I
~-'
I
rtPE C-6 WALL
11 .63'
23.47
FL
(PHASE 1, LOT 4-6 & 42-44)
(PHASE 2, LOT 7-10 & 39-41)
fl}
GFB=24.37
LOT 52
' '
' ' '
TYPE C-6 WAL
I
,.--
426.0 HP
24. 73•
,--,--~ ~,
LOT 51
25,55
FL
426.0 HP
25,57
FL
GFB=
26,37
I
I
WALL
31.54'
\
73•1
I ;
' . '
I
I
9.4'
42s., HP
I
I:
9' f--;..,.__J /,:
I:
"' , ·~~--f~6__~·/ __ _
\
I ./
I /
. I :' ..,
I . 109·
I i;:
. ' I\ I '/§ ' ",
'
2 7.55 FL
27..35
FL I i
FF=2 --I ..'
I
0
LOT 52
LOT 3
20 40 60
SCALE I'= 20'
BACKWATER VALVE TABLE
LOT# REQUIRED
4. .. .. NO
5........ .. ....... YES
6......... .. .. YES
7... .. .. NO
8....... ...YES
9..................... .. .. YES
10.................... . ..... NO
39.......... ... YES
40 ....................................... YES
41........ .. ..... NO
42....................... .. ... YES
43.......................... .. .. YES
44.......... .. ..... NO
FOR EXISTING IMPROVEMENTS
SEE DWG NOS. 429-7 & 446-4
ENGINEER OF WORK
2-/,!t,
6/30/12 DATt
BENCH MARK
DESCRIPTION: STD. STREU SURVEY MONUMENT
LOCATION: STA. 2(}8+89 EC ON CENTERL/Nc
OF EL CAMINO REAL
RECORD FROM: SAN DlfGO COUNTY
VERTICAL CONTROL
ELEVATION: 311.41 NGVD 1929
"AS BUILT"
RCE ___ _ EXP.
REVIEWED BY:
INSPECTOR DATE
1-----+---+--------------+-----+--+---+----I I SH4EET I CITY OF CARLSBAD I SHEETS I
fNGINcER1NG DEPARTMENT g
NOTE:
RUNOFF FROM IMPERVIOUS AREAS (E.G.
ROOF. UNCOVERED SLABS) SHALL, TO THE
MAXIMUM EXTENT PRACTICABLE, BE
DIRECTED THROUGH ADJACENT LANDSCAPED
AREAS.
DATE INITIAL
ENGINEER OF WDR REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CIT( APPROVAL
PRECISt GRADING PLANS FOR:
VILLAGES OF LA COST A
THE OAKS NORTrI
NEIGHBORHOOD 3.1 PUD 05-11 B
OWN BY: ___ _
CHKD BY.--Jl~"f---
RVWO BY.· ~
DRAWING NO.
446-4C
R•\0570\tEng\Precise Grocilng\Doks 3.1 PG\0570PG04.ciwg[JF eb-01 -2011'12•4 l W.0. No. 2240-0039
', ',
\ '1 ~--\ J_....-~-..... ---·-· '
LOT 83
OPEN SPACE
.--_-____ _:5~8!c!.02f0~' 1 ----:,: ~~°['._.· __::_::_cc-::..cJ4~J]:.0~0-' -7~
,,. ',
' ' '
,,
'
I
\
LOT 82
OPEN SPACE
,J 95.60 FL
I
-..
HUNSAKER
cc ' ~ . ----.
(
I
95,68 FL
gJ.27
gJ.22 FL
FL CID
PLAN 4BR
I
.
'
PAD=J97.B 6' FF=J9B.47 __ ;
(FR) \!ID
LOT 62
& ASSOCIATES
SAN DIECO, INC
PLANNING 9707 Waples Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558·4500· FX(858)558-1414
98.M / ,';s
;.,-FL -
l--,4"'.C.=1
98.52
L CJD
399.2
HP
PLAN JCR
PAD=J99.4 FF=400.07' __ _,,
(FR)
LOT 61
Q0.54 r~ -
LOT 60
401.0
HP
4'
"'
1
I
04.13
FL
6'
04.48 L F~
CJ£>
04.80
HP
PLAN /BR
PAD=405.0
FF=405.67
(FR) imJ
68.32'
5'
\ (
I
' I '
--rj
407.6 L HP
---
0722 7.24
FL FL ~ 0_j__;
PLAN 4CR
6' PA0=4078 4 ,
FF=408.47 ~--,1
(FR)
(
\
LOT 83
OPEN SPACE
410.0
HP \
09.19
CID FL
PLAN 2AR 5'
PAD=470.2 11\
FF=410,87 V
'-r-, (FR) ll1lJ GFB=
.-"'•
"' ' "' ' .,:' -_,
" (
70,37
I
I
I
11. 61
FL
6'
CID
PLAN 4A
PA0=411.8
7' FF=4 72.47
(FR) Ifill
7 7.08
FL
. ---. -·· _,.,...
CJD
PLAN 3BR
PAD=412.3
12.10
HP
4
12.06
FL
FF=4 72.97
(FR)l/m ~-~I
7 7. 61
FL
GFB=
le-+-6,;,,.+-,I 12.47
71.40
FL
,,-
I :
I
I
I
s
4 74,0 ~ HP/
(
13.54
FL
6'
CID
PLAN 7CR
PA0=474.2
FF=414.87
(FR) llill
13.80
FL
6' I . 'AC "' ""'' ~I c:-, .
11 2' 12.85
FL
GFB= CJD 74,07
GFB= 74.37
13,65
FL
73.45
FL
GFF=74.20
\ ' '
'
PLAN 2C W
PAD=473.9 V
FF=474.57 5 ,
(FR) 1/m 11,!5"
73.34 73.46
FL 7' FL
47J.1 I
HP
'
I
' ' , I I I
I .
j :
I LOT 10
' I :
I
7 1
7 4,5 7 • FL • GFF=15,8
1'
74.17
L
74,97
FL
GFB=15.97
t8
CJD
PLAN 4B
PA0=475.8
FF=476.47
75, 16
FL
(FR)
15.35
L
,.,, . /
9.8'.
\ 415.6 ,
HP ,
~
LOT 39
0 20 40 60
SCALE 1'=20'
I I I I I I I INDICATES ABUTTER'S RIGHTS OF ACCESS
RELINQUISHED PER MAP NO 7 5595.
BACKWATER VAL VE TABLE
LOT# REQUIRED
17........... .. .. YES
7 2........... . ... YES
73............ .. ... YES
74........... .. ... NO
75.. .. .. .YES
7 6........... .. ... YES
7 7........... . ... NO
78........... .. ................... YES
31 ............... , ....................... YES
32 ....................................... YES
33... .. ... NO
.34... . .... YES
.35... .. ... YES
.36. . ....... YES
.37... . .... YES
.38... . ......... NO
FOR EXISTING IMPROVEMENTS
5££ DWG NOS, 429-7 & 446-4
ENGINEER OF
~ l
6/30/12 DATE
BENCH 11ARK
DESCRIPTION:
LOCATION:
STD. STREET SURl/fY MONUMENT
1 STA. 288+89 EC ON CENTF:RL/Nt
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
ELEVATION:
VERTICAL CONTROL
311.41 • NGVO 1929
LOT 59 "AS BUILT"
(PHASE 3, LOT 11-13 & 36-38)
(PHASE 4, LOT 14-16 & 34-35)
(PHASE 5, LOT 17-18 & 31-33)
RC£ ___ ~ EXP. DATE
REVIEWED BY:
INSPECTOR DATE
~-+--+------------i----t--t---i----.l SH5££T I CITY OF CARLSBAD I SH9J
~===-'===LA=N=D=D=El-c=EL=:0::::P:::M::=E::::NT:::=E:::NG=l=NE=E=R::::1N:::G=='...=:===
PRECISE GRADING PLANS FOR:
VILLAGES OF LA COST A
THE OAKS NORTH
NEIGHBORHOOD 3.1 PUD 05-11(R)
-------------+--+---t---------------,-----i--,-,-, ~ )(. 2 ,, =~~~ 4-1??/,I APPROVED /,h _ / GLEN VAN PE' 'j
NOTE: 1---+---+-----------------j----t---t---t--, SENIOR Cl IL ENGINEER PE: 41204 EXP:03/.37/73 DATE_. RUNOFF FROM IMPERVIOUS AREAS (E.G. 1---+---+-----------------J----t---t---t--,
ROOF, UNCOVERED SLABS) SHALL, TO THE
MAXIMUM EXTENT PRACTICABLE, BE
DIRECTED THROUGH ADJACENT LANDSCAPED
DATE !NrT!AL
AREAS. ENGINEER OF WOR REVISION DESCRIPTION
DA TE !NIT/AL OA TE /NIT/AL
OTHER APPROVAL CITY APPROVAL
DWN BY.· ~·~~
CHKD BY:-,,;-~-~
RVWO BY:
PROJECT NO.
CT 05-14
R•\05 70\&Eng\Preclse Grociing\Ooks 3.1 PG\0570PG05.ciwg[]Apr-15-2011•11'53
DRAWING '·1
446-11(
W.0. No. 2240-0039
I
I
I
\
\
I
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PIANNINC 9707 Waples Street
ENCINEERINC San Diego, Ca 92121
SURVEYING PH(858)SS8·4500· FX(858)S511-1414
-----.. -------~-,-
.. -r -------,
____ J-:----4 .
\-, -,.;;, -c---}if-,
'
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0
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· .. ~ I
I
gg.38
FL
I
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>;,/,
/ ~ . / / / .
\
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LOT 83
OPEN SPACE
I
c:,j
IJ) ; .
c;j -.
4'
98.19
FL
o·
98.23
FL
CID . I.
Pl.AN 3XA 4 ,
PAD=398.8
FF=399.47
(FR)
-~··::::-::;:··::;:=-~;--'-;;;" ·,,----+-----'----+,-,==
J,k-----1----·-·-----
----
., ,/
~ lf)
( <ti
,. ... -.
-..------------. -· -----------------
97.12
FL\3',
GFF=98.2~
L,_C"•~-·~··--4· .-'J--97.68 rs
-------------~--
I : I
I ; I
97.11
FL CID
Pl.AN 2C
PAD=397.6
'"--'f--o<>c FF=398.27
(FR) ---'
22+00
96.72
FL
. .
394.9 RIM
-on,Y-·~· ~====_=_= __ =. ~=_=_=_ -::J~=-= __ =_=-=-~:=:j--r=-+ ' -C --
1 _____ i --·-· _ _ __ J~ _____ : _ · ----
I
I
4
96.90
FL
s
BACKWATER VAL VE TABLE
LOT# REQUIRED
19. . ..... NO
20 ........................................ NO
21 ........................................ NO
22.... . ..................... NO
23 ........................................ NO
24 ........................................ NO
//
// ///
GFF=98.70
97.62
FL r
5
96.98
FL 97.08
FL
25.......... . ............. NO
26 ........................................ NO
' ' ~
i
' ,
' '
01.30
FS
GFf=0/.6
9.8
00.46
FL
00.66
FL
GFB=Ol.77
6'
t/9
CJD
Pl.AN 4AR
PA0=401.6 4 ,
FF=402.27
(FR)
01.04
FL
---..; ---· ------·_ ----+-------------::;::-'.
I "',
' -7 ----------· -
t :
t
t
' '
t
' t t
) , 7.8' --~: \
0) '
4'
00.60
FL
, /
', "' '-. l."\J/
CID
Pl.AN 3CR
PAD=4D1.1
FF=401.77
(FR)
00.53
FL
407.4 I
HP ~
400.9 /.
HP
' l. ·"
---· .-
I
\
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HP
GFB=99.47
o·
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t f 4 ,-
; \
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t/9
Cl£> !
Pl.AN 48R
PAD=399.3 4'-
FF=399.97
(FR) ; \
98.74 \ • •
399.1 I
HP
FL ,;LJ.~s..j
! : \
) ;
. '
----------------------·------ -
' '
-~ ---.. -· . -----------
-_(FHASE 6, L,O'F-19-21 & i&,.30)
. (PHASE 7, !,O'F--22-27)
:::;::----
' 97.82 ,,
QD
Pl.AN 2C
PAD=398.7
FF=399.37
FL
GFB=
98.87
t&
l
4'
5.3'
. ' : !
t :
! ! !
' '
o·
GFB=
98.27
(8
CID
Pl.AN 4AR
PAD=398. 1 4'
FF=398.77
(FR)
27 ........................................ NO
28 ........................................ NO
29.... . .... NO
30 ........................................ NO
FOR EXISTING IMPROVEMENTS
SEE DWG NOS. 429-7 & 446-4
, (FR)
.498.21 98.21
FL
! : 97.54
FL6.3 ENGINEER OF WORK
~
FL
398.5 I --... ----. -
391.9 I
HP HP
NOTE:
RUNOFF FROM IMPERVIOUS AREAS (E.G.
ROOF, UNCOVERED SLABS) SHALL, TO THE
MAXIMUM EXTENT PRACTICABLE, BE
DIRECTED THROUGH ADJACENT LANDSCAPED
AREAS,
0 20 40 60
)
SCALE 1'= 20'
Y~d. _flll/JL
A ND L. MARTIN DA TE
48670 EXP. 6/30/12
BENCH MARK
DESCRIPTION: STD. STREET SURVEY MONUMENT
LOCATION: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: 311.41 NGVD 1929
"AS BUILT"
RC£ ____ EXP. DATE
REVIEWED BY:
INSPECTOR DATE t----t----t-------------t---+---1----l----ll SH6£ET I CITY OF CARLSBAD I SHEgETS I
I.AND DEVELOPMENT ENGINEERING
~P==R=E==c=1s=E~G=R=Ao=1:'.:N=G::':=P=LA=N=s=F=o==R.==· ========::'...'.===
VILLAGES OF LA COSTA
THE OAKS NORTII
NEIGHBORflOOD 3.1 PUD 05-11 B
-.J. 2, 1-/1 ./, GLEN VAN PESKI
A. ',,/kJ.~ f/Jt}/tl
IL ENGINEER PE.· 41204 EXP:03 31 73 DATE
t--=-=-=--+-=-+-------------+--+---+----1----l ~;:::-=-=--=--=--=--=--=-=-=~';=======~~~-=-=-=-=-=~-DATE INITIAL DATE INITIAL DATE INITIAL OWN BY--,~t;eid~-PROJECT NO. DRAWING NO.
REVISION DESCRIPTION CHKD BY: ·-CT 05-14 446-4C ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL RVWD BY:
R•\0570\~Eng\Preclse Grocilng\Doks 3.1 PG\0570PG06.dwgllApr-29-2011'12:26 W.0. No. 2240-0039
I
I I
I/ I/
PLANNING
89.70' --·---------------
( 18.6'
\
\
SAN DIECO, INC
9707 Waples Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(8S8)5S8·4500· FX(8S8)5S8·1414
<:P. ' . .. ' ~ ' ~ . \,
,-. -
·,
.
I
------------
) ' , ~ 1 , ..
.. :: ;;.···
'
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1/
/
. '
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\.
\
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,,./;.
/
, /
. ._;:/::./
✓ ,/ . :/-< . .,.. y y'"
dxcl\,
. •I' ~,O· 1
?V~Q'\o\·\
? ,," c,i,
"' ig \,
I '-._.-
GYzeP
PiJ-N ,zB.s
O"'' \ 1 r~ 4z9·
3' , ff;p)
-
:,--3 42B· f1
(PHASE 8, LOT 59-62 & 74-75 )
(PHASE 9, LOT 63-65 & 71-73)
(PHASE 10, LOT 66-70)
NOTE:
RUNOFF FROM IMPERVIOUS AREAS (E.G.
ROOF, UNCOVERED SLABS) SHALL, TO THE
MAXIMUM EXTENT PRACTICABLE, BE
DIRECTED THROUGH ADJACENT LANDSCAPED
AREAS.
24.79 FL
3'
24.73 FL
av .
PLAN 3A 4-
PAD=425.3
FF=425.97
(FR)
0
44.34'
\
I
20
20.69'
I
I
I
------~ HP
23.42
FL
r lr6-'~
1 "-
1
40 60 -----
SCALE 1'=20'
26.41 IL
68.32'
\
I
\ ' .
' .
I
I
I
I
-L_
I
I
I
I
LOT SB
J
• l ' ---' 'ti/Ill/ INDICATES ABUTTER'S RIGHTS OF ACCESS ~I \ \-'-''-'--''-"--'-• -. ,, RELINQUISHED PER MAP NO. 15595.
A:\i .,...........--// :/
.,: ' , .J -,
BACKWATER VAL VE TABLE
J.Qij REQUIRED
59..... . .... YES
60 ........................................ NO
61 ........................................ YES
62 ........................................ YES
63................ . ........... NO
64 ........................................ NO
65 ........................................ YES
66 ........................................ NO
67 ........................................ NO
68 ........................................ NO
69 ........................................ NO
70 ........................................ NO
71 ........................................ NO
12..... . .. YES
73...... . .. NO
74..... . ..... YES
75..... . .... NO
FOR EXISTING IMPROVEMENTS
SEE DWG NOS. 429-7 & 446-4
ENGINEER OF
6/30/12
BENCH 11ARK
DESCRIPTION:
LOCATION:
STD. STREU SURV£Y MONUMENT
STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: S4N DIEGO COUNTr'
VERTICAL CONTROL
ELEVATION: 311.41 NGVD 1929
"AS BUILT"
RCE ___ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
1---+--+------------+-----+--+---.J.-__j I SH7EET I CITY OF CARLSBAD I SHgTS I
LAND DEVELOPMENT ENGINEERING
~P==R==[==c=,s==[~G=RA=o=,N=G=P=LA=NS=F~O~R=, ======~===
VILLAGES OF LA COSTA
DATE INITIAL
ENGINEER OF WOR
THE OAKS NORTH
NEIGHBORHOOD 3.1 PUD 05-11 B
APPROVE~ --,/ .... J./) ,/_ GLEN VAN PESKI
fi. ~ ~I/id 5 /19/1/
SENIOR C 1JENGIN/iER PE: 41204 EXP:03 31 13 DATE
1 PLAN T . .,_,__.__ ____ -1-___ j___----J__,,3==='-'ve!:P~J ~D=lii=N=aY=, ===;~~A~~:;=';:~-=~--=-P=-R=-o=-J=-E~c=,r=-=N-=o..::..-=.::.....'::_:;';:=o-R=:-1=w=1N=G==N=o=:.
REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: l:7 CT 05-14 446-4C
OTHER APPROVAL CITY APPROVAL RVWD BY:
R,\0570\~Eng\Preclse Grocilng\Ooks 3.1 PG\0570PG07 .ciwg[]Moy-17-2011,!0,46 W.O. No. 2240-0039
\
60'
I
I
I
I
3
' I \
• I \
I~
' ' ' ' ' '
I
I
I
I ~ (-
_L --_~----_ --
1+00
HUNSAKER
& ASSOCIATES
SAN DIECO, INC
PLANNING 9707 Waples Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558·4500 · FX(858)558·1414
23.91
CID ~·
PIAN 2BR
PAD=424.4 f1\
FF=425.07 'CZ)
~....... (FR) GFB=
, ~ 24.4
3.
I
~ I
43+00
.
J
25.38
FL 0D
LOT 37
PIAN 3XAR
PAD=425.9
FF=426.57 __ _i;J
(FR) lim
GFB=
2 5.7 3111-+-.f.4-l
25.06 4.97
2fLao 2f.~1
,,-, ,.-JCC"''-!•'--•c'--· l--'----+---1~
5.27 2
\ FS ~ FS
"'j ~ ~.1 \~ -
j
I
GD
4•
27.98
FL
' ' ,-,.-
' j
I :
. '
·--·--·----·-··----·
44.05'
56.35' -·--432.0 HP
I
(
I
1---6'
31.61
FL
434.5 rw
430.5 TF
37.60
FL
4'
PIAN 2CR
PAD=428.3 W
FF=428.97 \.CJ
'---e-.-._ (FR) lfilJ FB=
.• 8.39 ;·
27.42
FL
27.39
FL
J'
GFF=28.
-----
.. ~---· . .---~' " .,. -·-_;,<_ --'"· ------, -,. ----.-. ~-.'-·· .--: --J
(PHASE 11, LOT 56-58 & 76-77)
(PHASE 12, LOT 53-55 & 78)
(PHASE 14, LOT 51-52 & 80)
LOT 40 --·----
-·--.-------------
a <o
~
LOT 41
I-__ ,_..,._-~-.--.::-:;-::-----=-··-: ~~~1 ;. I
\_ : Ii : i
NOTE:
RUNOFF FROM IMPERVIOUS AREAS (E.G.
ROOF. UNCOVERED SLABS) SHALL, TO THE
MAXIMUM EXTENT PRACTICABLE, BE
DIRECTED THROUGH ADJACENT LANDSCAPED
AREAS.
' '
I
' ") / ' "' , ' o,·
' 0, I
RECREA T!ON LOT
LOT 81
LOT 50
0 20 40 60 -----
SCALE 1'=20'
I I I I I I I INDICATES ABUTTER'S RIGHTS OF ACCESS
RELINQUISHED PER MAP NO. 15595.
BACKWATER VAL VE TABLE
REQUIRED
51 ........................................ YES
52 ........................................ NO
53 ... _ .................................. _. YES
54 ........................................ YES
55._.............. . ............. NO
56.......... . ............. YES
57 ........................................ YES
58 ........................................ NO
76...... .. ............ NO
77................... .. ............ YES
78................... . ............. NO
79....... __ ...... Y[S
80..... . ............. NO
FOR EXISTING IMPROVEMENTS
SEE DWG NOS. 429-7 &-446-4
ENGINEER OF WORK
f/17/tr
EXP. 6/30/12
DATE
BENCH MARK
DESCRIPTION: STD. STREET SU/?V£Y MONUMENT
LOCATION: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: 311.41 NGVD 1929
"AS BUILT"
DATE RC[ ___ _ EXP. ____ _
REVIEWED BY:
INSPECTOR DAT£
l----+----f-------------1---_j____.J___I--_J I SHBEET I CITY OF CARLSBAD I SHEg[TS I
::===='-==IA::::::N:::D=D:::£V::::::'£:::LO:::P=M:::'£:::N:::T=£:::N:::G:::IN:::£"'£:::R:::IN:::G::::::::::::___':::==~
PRECISE GRADING PLANS FOR:
VILLAGES OF LA COSTA
THE OAKS NORTH
NEIGHBORHOOD 3.1 PUD 05-11 B
APPROVED ..1/;l_ X -zJn hi(; GL£N~~'/4;SKI
SENIOR c'1ffffk1NE[R PE: 41204 EXP:03 31 13 DAT£
1--------jf----+-------------------+-----l---L--J._ __ J ~======~ r~:::_:=_::::_:::::_::::_=.._::::_=-=--=--=--=-=-=-=--~';:========~ DWN BY: PROJECT NO. DRAWING NO.
CHKO BY:-/?' CT 05-14 446-4C !NIT!AL DAT£ IN/TJAL DAT£ INITIAL
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: I'
R•\0570\~Eng\Precise Grociing\Ooks 3.1 PG\0570PG08.ciwg[JApr-29-201M3,12 W.O. No. 2240-0039
I
I,
LOT 4
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 9707 Waples Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558·4500• FX(858)558·1414
/ 29. 6
FL
I
I
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PLAN 48R
PAD~430.3 (T'-;,
FF=430.97 V
(FR) Ifill ~GF"'-8-=-l
30.47
29.52 -FL
28.89
FL
29.30
FL
: GFF=30.JO
72
I
. I
15 '
(
j
5'
CL)
PLAN JCR
PAD=432.J
FF=432.97
31.98
L
(FR) --~,
\
-. -
I
GFB=34.07
33.0J
FL
32.83
FL
GFF=33.90
·. re· ' . \ / . .. 5. .2 .
I ----
'
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I
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1-=c_=c=:L::::;:..._+------·-------'--r------437 61 7) ' i-----RROJECT BOUNDARY
\
LOT 44
LOT 50
' . '
' . ") I "'
' "' . ' C) -1
' I :
1 ..
I
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31.48
FL
31.68
FL
GFB=32.57
0
C46")
PLAN 48 ~-~,
PAD=432.4 5·
FF=433.07
(FR)
32.06
L
0.1
LOT 49
\
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RIM
1
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I
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FL
CJD
PLAN JAR
PAD=433.9 4 •
FF=434.57
{FR)
33.63
FL
433.7
HP
. j].45 -;
IS TYPE C-5 WALL
LOT 48
(PHASE 13, LOT 1-3 & 45-47)
. , I
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NOT£:
RUNOFF FROM IMPERVIOUS AREAS {E.G.
ROOF, UNCOVERED SLABS) SHALL, TO TH£
MAXIMUM EXTENT PRACTICABLE, BE
DIRECTED THROUGH ADJACENT LANDSCAPED
AREAS.
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20 40 60
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SCALE l'= 20'
I I/ I I I I IND/CA TES ABUTTER'S RIGHTS OF ACCESS
RELINQUISHED PER MAP NO. 15595.
BACKWATER VAL VE TABLE
LOT f REOU!RED
1 ........................................ NO
2 ........................................ NO
3 ....................................... YES
45 ....................................... YES
46 ........................................ NO
47 ........................................ NO
FOR EXISTING IMPROVEMENTS
SEE DWG NOS. 429-7 & 446-4
ENGINEER OF WORK
qg'~~=aL=...___ J/l.?/13
ND L. MARTIN DATE
NO 48670 EXP. 6/30/12
BENCH 11ARK
DESCRIPTION: STD. STREET SURVf:Y MONUMENT
LOCATION: STA. 288+89 EC ON CENTE:Rt..lNE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: 311.~1 NGVD 1929
"AS BUILT"
DAT£ RC£ ____ EXP. ___ _
REVIEWED BY:
INSPECTOR DAT£
1----+-----+------------+-----+---+----t------il SH9~T l.c_1=T~Y~O=F~c_A_R_L_s_B_A_D _ LANO DEVELOPMENT ENGINEERING
0-----+---0------------------+---+----'it------+----1 PRECISE GRADING PLANS FOR:
VILLAGES OF LA COSTA
THE OAKS NORTlI
NEIGHBORHOOD 3.1 PUD 05-11 B
APPROVE~ -/ .... /4 _Jl /_ GLEN VAN PESK/ ..-f. £!....IM ~ 8 /Z-,/1.3
£NGINE£fo1 GMANAG/:R Pt: 41204 EXP:03 31 13 DATE
t-::--::-::--:-:-::-t---:::-:-t--,,;-:::c:--:-::=:-::--=--::-::==-=-==--==-:-:-:-:-i--7--"'t;;=c:r.r:;:-;:::;--I ::.--=-=-=-=-=-=-=-=-=-=-=-=~=-;:.::::.=.=-=-~~::::.,:=.,~::..:::,-~~:::'.__~~===:::::: 8 27 13 RLM REPLACES SHT 9 ORIGINALLY SIGNED 05 19 11 i!!'J V) 13 \JP DWN BY:-~--PROJECT NO.
DAT£ INITIAL DAff INITIAL DATE INITIAL CHKD BY: GvP CT OS-l 4
E:NGINffR OF WOR REVIS/ON DESCRIPTION OTH£R APPROVAL CITY APPROVAL RV#D BY.·
DRAWING NO.
446-4C
R•\0570\~Eng\Preclse Gracling\Daks 3.1 PG\CC De\ to 3\0570PG09CC.clwgllAug-26-2Clil6CP6•1Nb. 2240-0039