HomeMy WebLinkAboutDWG 446-5I; CT 05-15; VILLAGES OF LA COSTA THE OAKS N NEIGHBORHOOD 3.3; 01-12GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PRE\/IOUSLY APPROVE:0 fJY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SIT OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT L£SSEN OR WAM ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LJSTED HEREON AS TH£Y MAY
PERTAIN TO THIS PROJECT. THE ENGINEER 1/1 RESPONSIBLE CHARGE SHALL
RE\/ISE THESE PLANS WHEN /ION-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT REL/EV£ THE DE\/£LOPER OR ENG/NEER-OF-
WORK FROM RESPONSIB/LJTY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN RE\/ISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE
PERMITTEE'S POLJCY IN THE MINIMUM ,',,MOUNT OF 11,000,000.00 FOR EACH
OCCURPJ.NC[ OF UABIUTY. THE 1//SUIIANCE COMPANY WRITING TH£ POUCY MUST
HAVE A RATING OF ii-• OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER
AS ESTABLISHED BY 'BESTS" K£Y RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION JO 1. (b )5 OF THE UNIFORM BUILDING CODE,
RITAIN/NG 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 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 RE\/ISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE RE\/IS/0/1 BLOCK, ON THE
APPROPRIATE SHEET OF TH[ PLANS AND THE TITLE SHEU.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL 8[ RE\/IS[D TO REFLECT AS-BUILT CONDITIONS
BY THE [NG/NEER-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 SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES 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 BUSINESS 1/1 THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL 8[ 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 RECOMMENDATIONS OUTLINED 1/1 THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL 8[ DON[ UNDER 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 8[ CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SP[C/FICAT/0//S AND THE
• EARTHWORK SPECIFICATIONS • ATTACHED TO THE PR[LIM/NARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL 8[ SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECO/ISTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE' ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCT/ON. INSPECTION, SUPERVISION. TESTING AND ALL
OTHER ASPECTS OF THE WORK, THE CONTRACTOR SHALL SCHEDULE A PRECO/ISTRUCTION
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 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 INSPECDON &[QUESTS OTHER THAN FOR P8[CONSTRUCTIQN MEETING WILL BE
MADD BY CALLING THE ff:.ii'NEERING 24-HouR 1NsPE§noN RfftFEgT uNE tr (760 4:JB-3891.INSPEC) N REQUESTS MUST BE REC&VEQ PR[ t 2:00 P.M
ON THE DAY B[[ORE TH£ INS/>ECT/ON JS 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 DE\/£LOP£R AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DE\/ICES, INCLUDING
SHORING, AND SHALL 8[ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF TH£ PIAN VARIES FROM THE SHORING SYSTEM
STANDARDS fSTABLISHEQ BY THE CONSTRUCTION SAFETY ORDERS TITLE 8
CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHAl L BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA TIO/I FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ARf}.
DURING 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 THE 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 BETWEEN 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 SHALL 8£ SUBMIUED BY THE CONTRACTOR TO TH£
CITY ENGINITR FOR APPROVAL TWO FULL WORK/NG DA'IS PRIOR TO B£GJNNING Of
1IQBK,
22. IMPORT MATERIAL SHALL 8£ 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 STREETS AS A RESULT OF THE GRADING Qp[RAT/ON,
2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
ro 8E 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 SLOPES SHALL 6[ IRRIGATED, STABILIZED. PIMTEO ANO/OR HYDROSEEDEO
WITHIN TEN (10) DAYS OF THE TIME WHEN .Q.Q:J SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 446-5L, AND/OR AS DIRECTED fJY 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 TIME REQUIREMENTS.
JO. STORM DRAIN Pf PE 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 AND BACKFILLED WITH J/4•
ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEUS ASTM STANDARD 3034 FOR
SOR JS SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE LINE IS TO 8£ 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 Pf PE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FAG/UT/ES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE RE\//S/0/1 OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
JJ. 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
SDG&:E
PACIFIC BELL -SBC COMMUNICATIONS
ADELPHIA COMMUN/CA TIO/IS
CITY OF CARLSBAD (STREETS &: STORM DRAIN)
VALLECITOS WATER DISTRICT (SEWER &: WATER)
CITY OF CARLSBAD (RECLAIMED WATER}
34. PERMIT COMPLIANCE REQUIREMENTS:
(800~422-4133 (800 660-7343
(800 892-0123
{760 438-7741
(760)434-2980
(760)744-0460
(760)438-2722
A. FOR CONTROLLED GRABf9 THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
6. PRIOR TO BNAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING
REPORTS MUST 8£ SUBMITTED TO THE CITY ENGINEER \IL<\ THE
PROJECT INSPECTOR { 15. 16.120 A. 10} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING 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
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
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
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERUO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
PRECISE GRADING
VILLAGES OF LA COSTA-THE OAKS NORTH
NEIGHBORHOOD 3.3 NORTH
WORK TO BE DONE
THE PRECISE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF
PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC
MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY
STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE
PLANS.
VICINITY MAP
N. T. S.
SOILS ENGINEER'S CERTIFICATE
I, SHAWN WEEDON, A REGISTERED CIVIL & GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY OPINE THAT A SAMPLING
ANO STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY GEOCON OR UNDER THE
DIRECTION OF GEOCON BETWEEN THE OATES OF JANUARY 1990 AND MAY 2008 AS SHOWN IN REPORT
"UPDATE GEOTECHNICAL REPORT, VILLAGES OF LA COSTA, THE OAKS NORTH, NEIGHBORHOOD 3.3(NORTH)
LOTS 1 THROUGH 18, .J6 THROUGH 79 AND 116 THROUGH 120, CARLSBAD, CALIFORNIA" DATED MAY 7,
2008. TWO COMPLETE COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
REVIEWED THESE PRECISE GRADING PLANS ANO CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE
SOILS REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE PRECISE GRADING PLANS ANn m
SPECIFICATIONS. '@~ y\~
11 , , A ftt~"'"' (q~~ ~w '-._ fc,/1-,,}z.o10 "' No.27~,, ';:~
SHAWN WEEDON DATE :l! Exp. G./-.,P~1 ~i
G.£ NO. 2714 EXP. DATE: 06-30-11 * Os<-,,__ c,i/-A:/J o~ ~'1:CHt\~ .(;;#
Oj'c.~ = "DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE 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 PRECISE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
CARLSBAD MUNICIPAL CODE.
CITY OF CARLSBAD STANDARDS.
THIS SET OF PLANS.
,.
2.
3.
4.
5.
6.
7.
CONDITIONS FOR PUD 05-12(8): PLANNING COMMISSION RESOLUTION NO. 6711 DATED
JULY 07, 2010, ANO CITY COUNCIL RESOLUTION NO. 2010-222, DATED SEPT. 14, 2010.
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
SOILS REPORT AND RECOMMENDATIONS BY GEOCON INC. DATED MAY 7, 2008.
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY 8E MODIFIED BY THE
CITY OF CARLSBAD STANDARDS.
CALIFORNIA COASTAL DEVELOPMENT COMMISION PERMIT.· NOT APPLICABLE 8.
9.
10.
FINAL PROGRAM EIR 98-07 AND THE MITIGATION MONITORING AND REPORTING PROGRAM.
SWPPP PREPARED BY ALEGRE ENVIRONMENTAL, LLC DATED JUNE 20, 2010
WDID NO. 9 .J7C.J58524
SWMP 070040 PREPARED BY HUNSAKER & ASSOCIATES DATED JANUARY 10, 2008. 11.
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUC/ON HANDBOOK AND
CALTRANS CONSTRUCTION SITE BMP MANUAL.
DESCRIPTION
PROJECT BOUNDARY
LEGEND
STD. DWG.
BACKWATER VALVE/SPLIT SYSTEM REQUIRED
PAD ELEVATION
FINISHED FLOOR ELEVATION
GARAGE FLOOR ELEVATION
DROPPED GARAGE
DEEPENED FOOTINGS
WATER LATERAL
SEWER LATERAL
PLAN NUMBER (R-REVERSE)
ELEVATION AND COLOR SCHEME
LDT NUMBER
FIRE SPRINKLERS REQUIRED
-
SYMBOL QUANTllY
--
lBFI
PAD=137.60
FF=1J8.35
GFF=137.80
* ==
r:0 (])
®
IA
(EC5)
CID
(FR)
--36. THE SOILS REPORT TITLED "UPDATE GEOTECHNICAL REPORT, VILLAGES OF LA
COSTA, THE OAKS NORTH, NEIGHBORHOOD 3.3 NORTH PREPARED BY
GEOCON MAY 7, 2008, SHALL BE CONSIDERED AS A PART OF THIS
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
EXISTING RETAINING WALL (PER SEPARATE PERMIT SEE DWG 420-5A}
RETAINING WALL (PER SEPARATE PERMIT) 290 SF
GRADING PLAN. 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 PLAN SHALL INCLUDE ''sTENCILS" BE ADDED TO
PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED
TO THE SATISFACTION OF THE CITY ENGINEER.
LEGAL DESCRIPTION
LA COSTA OAKS NORTH NEIGHBORHOOD 3.3 (CT 05-15)
FIRM: HUNSAKER & ASSOCIATES
ADDRESS: 9707 WAPLES STREET
CITY, ST.: SAN DIEGO CA
TELEP~£: (858J¥~509
BY, _ 'd.{:_a(,..:....~tz.J!:!(!!=t:_='------DATE.· ...L:!,_/4~1~_,._P ___ _
ONO L. MARTIN
P.E. NO.: RCE 48670
EXPIRATION DATE: _,6""("'3""0/'--'-'12~-------
STREET NAME SIGN
FIRE HYDRANT
STREET LIGHT
WATER MAIN
SEWER MAIN
STORM DRAIN ---------------·--·~ ---. ·-
EASEMENT
.J" PVC SOR 35 AREA DRAIN
LOTS 1 THROUGH 18 AND 36 THROUGH 79 & 116 THROUGH 120 OF THE
CITY OF CARLSBAD TRACT CT. 05-15, VILLAGES OF LA COSTA -LA COSTA
OAKS NORTH -NEIGHBORHOOD 3.3, IN THE CITY OF CARLSBAD, COUNTY OF
SAN Ol[GO, STATE OF CALIFORNIA, ACCORDING TO MAP TH[R[OF NO. 15596
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON
AUGUST 22, 2007 AS FILE NO. 2007-0560436.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
AERIAL SURVEY BY SAN-LO AERIAL SURVEYS (1-30-97)
AND ROUGH GRADING PER DWG. 429-7A & 446-58
TOPOGRAPHY SHOWN HEREON COMFORMS TO NATIONAL MAP
ACCURACY STANDAROS.
6" NOS SPEE-0 DRAIN (OR EQUAL)
SIDEWALK UNOERORAIN (SDRSO 0-27} W/3" PVC SOR 35 CLEANOUT
30" X 30" A/C PAO
FIBER ROLLS (SEE DETAIL ON SHEET 2)
NOTE: IMPROVEMENTS PER DWG NO 448-5C ANO 429-7
APPLICANT /OWNER
LC OAKS 3.3 NORTH, LLC
4747 MORENA BOULEVARD SUITE
SAN DIEGO, CA 92117
(858} 490-2300
100
LEGEND OF ABBREVIATIONS
TC
GB
BC
EC
HP
LP
FL
IMP
C.I. c.o.
RCP
DL
TOP OF CURB
GRADE BREAK
BEGIN CURVE
END CURVE
HIGH POINT
LOW POINT
FLOW LINE
IMPROVEMENT
CURB INLET
CLEANOUT
REINFORCED CONCRETE PIPE
DAYLIGHT
REFERENCE DRAWINGS
C.8.
EVC
BVC
FG
ST
RT
LT
FS
N.T.S.
TW
TF
CITY OF CARLSBAD DRAWING NO.
CITY OF CARLSBAD DRAWING NO.
CITY OF CARLSBAD DRAWING NO.
CITY OF CARLSBAD DRAWING NO.
429-7
429-7A
446-58
446-5C
SHEET INDEX
NOTES AND LEGEND
PRECISE GRADING
SHEET 1-2
SHEET 3-12
CATCH BASIN
END VERTICAL CURVE
BEGIN VERTICAL CURVE
FINISHED GRADE
STREET
RIGHT
LEFT
FINISHED SURFACE
NOT TO SCALE
TOP OF WALL
TOP OF FOOTING
ENGINEER OF WORK
OWNER'S CERTIFICATE
::?-✓~u /~&-Rl((j,fOND L. MARTIN DA TE
RC£ NO 48670 EXP. 6/30/12
I HEREBY CERTIFY THAT A REG/STEREO SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL
8E RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION
AND STABILITY OF THIS SITE. BENCH MARK
DESCRIPTION: -~ ·// «: ~ S/GNATUREGRAEMEGA6R~/£'=L,------------LOCATION:
STD. STREET SURVEY MONUMENT
STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
EARTHWORK QUANTITIES*
CUT:
FILL:
EXPORT:
.J,.J50 -CY
0 -CY
3,350 -CY
* QUANTITIES SHOWN ARE FOR BONDING ONLY ANO
ARE NOT TO 8E USED FOR BIDDING, BUDGETS
OR OTHER PURPOSES.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL
NUMBERS 223-840-01 THROUGH 241-840-23,
223-841-18 THROUGH 223-841-24, ANO 22.J-842-01
THROUGH 223-842-37. THE CALIFORNIA COORDINATE INDEX
OF THIS PROJECT IS N 1978 E 6268
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES
A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A
PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR 0/GALERT
/.0. NUMBER CALL UNDERGROUND SERVICE ALERT AT:
TOLL FREE 1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
HUNSAKER
& ASSOCIATES
[JMNlf/N~ DEPARTMENT APPROVAL
Yl,, ?:1u oAm ///9 /lo
(SIGNED)
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: 311.41
"AS BUILT"
NGVD 1929
DATE
Pl.ANNING
ENGINEERING
SURVEYING
SAM DIECO, IMC
9707 Waples Street
DO~~
1
rJ. P~NG DIRECTOR ),.U,.. r) 1 RC[ ___ ~ EXP. ___ _
, 'r DAm l /Cff / IO 1-R-EV,-1E_w_ED-B'r'.-.. -----------1
--,,,,UNED)
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS
SURVEY IS THE CALIFORNIA
San Diego, Ca 92121
PH(858)558·4500· FX(858)558-1-414 RECOMMENDED BY: srel\~ Glerino0
(PRINT NAME)
t----+---+-----------------<----<~--+----+---< I SHiET I
INSPECTOR DATE
CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 12
COORDINATE SYSTEM -1983, ZONE VI, l----+---+------------------1-----11----+--+----t PRECISE GRADING AND EROSION CONTROL PLANS FOR:
1991.35 EPOCH, NORTH AMERICAN VILLAGES OF LA COST A
DATUM OF 1983 (NAD83}, GRID THE OAKS NORTH BEARINGS BETWEEN STATION 147 ANO
STATION 152 AS SAID COORDINATES PUD 05-12 8) NEIGHBORHOOD 3.3 NORTH
ARE PUBLISHED IN THE CITY OF APPROV¥!Jf _ 1_ .., L_ .JJ. ,f
CARLSBAD SURVEY CONTROL NETWORK ~.</8'/h X_ MZ.. ~-t//q//0
ESTABLISHED BY RECORD OF SURVEY
MAP NO. 17271, FILED IN THE OFFICE ~G=LE.:=N=l'A=N=P=ES"'K=:I ::::=RC;"E.:~:=4=1=20~4=:=;=E.~X~P.:::'· :::OJ~:/=J=:1:'.'. /1~1-;=_=-=-=-D"':4_.:':'c~E=-=-~
OF THE SAN DIEGO COUNTY RECORDER 1----+---+-----------------<----<c----+----+---< DWN BY,-~ PROJECT NO.
ON FEBRUARY 8, 2002. IE: N DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY· bf'/ CT 05_15 04·55•39• w REVISION DESCRIPTION RVW'" BY .. · ~r ENGINffR OF WORi OTHER APPROVAL CITY APPROVAL u
R,\0571 \&Eng \Precise Grociing\Doks North\05 71NPG01.ciwg[l□ct-07-2010,07,SO
DRAWING NO.
446-51
W.O. No. 2301-0017
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK JS REQUIRED, CONTACT KIRK PHILO AT
(858) 603-4357
KEY MAP
SCALE: 1 "=200'
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 IS IMMINENT.
PROJECT BOUNDARY
-----LOT LINES
LOT NO. .... PHASE 8
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
SHEET NO. I
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARIS£.
6. THE CONTRACTOR SHALL 8£ RESPONSIBLE AND SHALL TAKE
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AREAS WHERE IMPOUNDED WATERS GREAT£ A HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND TH£ PROJECT PERIMETER MUST DRAIN AWAY
FROM TH£ FAG£ OF SLOPE AT THE CONCLUSION OF EACH WORKING
DAY.
0 200 400 800
SCALE 1 •• -200'
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL 8£ IN PLACE AT
THE £ND OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (4D%). SILT AND
OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
PHASE
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM
AGGREGRA TE.
11. SHOULD GERMINATION OF HYDROS££D£D SLOPES FAIL TO PROVIDE
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO
NOVEMBER 15, TH£ 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, STAT£ OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED
AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND TH£ FOLLOWING:
A. HYDROSEEDJNG 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 ANO ADJACENT
TO A PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE
FOLLOWING CONDITIONS EXIST.·
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS
OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS
IMMEDIATE TREATMENT.
8. HYDROSEEDEO AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HANO WATERING FROM QUICK
COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER
HEADS PROVIDING 100% COVERAG£
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 8£ IRRIGATED AS APPROVED BY TH£ CITY ENGINEER, PRIOR TO
HYDROSEEDING. TH£ DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE
CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF
THE HYDROSEEDED GROWTH.
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 CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g ITEMS c,d,e, ANO 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 MATERIALS 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 ADDEO 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
USED IT MUST 8£ ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
TH£ 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.
0. 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 AMENDMENT.$, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED
VIABLE CONDITIONS FOR GROWTH.
E. HYDROSEEDED AREAS SHALL 8£ MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY
LANDSCAPED OR, FOR AREAS WHERE HYOROS££01NG IS THE PERMANENT LANDSCAPING, UNTIL TH£ PROJECT JS COMPLETED
AND ALL BONDS RELEASED.
' '
... ,
PROJECT BOUNDARY I
PHASE 1
PHASE
12
0
1----1 /:: «: ii, /-r--1 ~ 1---...J---l a:,
. _, ---
GENERAL NOTES
I
I ASE
1. 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 UTILITIES, DRAINAGE, ETC.
13. FRONT WALK PER LANDSCAPE PLANS.
14. ALL DRIVEWAYS SHALL BE CONSTRUCTED PER SDRSD No. 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 EQUAL. ALL DRAINAGE INLETS CONSTRUCTED WITHIN THE PUBLIC RIGHT OF WAY SHALL
BE BROOKS Dl2424-24" 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 MAY, 2008
SHALL BE CONSIDERED AS A PART OF THIS PRECISE GRADING PLAN. ALL GRADING SHALL
8£ DON£ IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN
SAID SOILS REPORT.
24. FOR ROUGH GRADING PLANS AND SPECIFICATONS SEE CITY OF CARLSBAD OWG. NO. 446-58.
25. STREET, CURB, & PAO 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-OUT.$ ARE PER VWD.
30. AN APPROVED BACKWATER VALVE IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES
LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER. FIXTURES
ABOVE SUCH ELEVATION SHALL DISCHARGE THROUGH THE BACKWATER VALV£
FUEL MODIFICATION NOTES:
ZONE A-1:
7
PL 8
NOTE:
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.
SET BACKS --,
PER PU\N A A C
SET BACKS ,--,-PER Pl.AN
C
NO MOUNDING
IN THIS AREA (TOP OF SLOPE 0.5' MIN ABOVE
SWALE & NOT TO EXCEED FINISH PAD ELEV.)
Pl.ACE FIBER;::---....__.J>-j NOTE: SURFACE WATER TO DRAIN AWAY
ROLLS DURING FROM THE BUILDING.
GRADING OPERATIO,'..'.N=.S_..1.,j .... ➔-.... +-----.i...-~~
CURi-----"
NOTE: WALKWAYS ARE FOR REFERENCE ONLY
AND NOT TO BE CONSTRUCTED NOTE: SIDE SLOPE RATIO VARIES
PER THIS PRECISE GRADING Pl.AN 4' AND UNDER ARE 1.5:1 &
OVER 4' ARE 2:1.
PL
Pl.AN VIEW
N.T.S.
VARIES
5' MIN
1' MIN. J' MIN*
8" MIN.
• 5' TYPICAL UNLESS
OTHERWISE NOTED
DEEPENED FOOTING
WHEN REQ"D
(SEE DETAIL BELOW)
6" It.
PAD
SECTION A-A
TEMPORARY BERM TO BE
REMOVED DURING FINAL
GRADING
SECTION 8-8
N.T.S.
5' MIN
'ARIES
DL
l.9{ MIN
PL
J' MIN* 1' MIN
BLDG PAO ELEV. 2
'io ~ 2% Ml · '1 1 ::, 21 % Mt,:i.-
ELEV. MUST BE EQUAL
TO BLDG. PAD ELEV. OR
HIGHER
DEEPENED FOOTING WHEN REQ'D • 5' TYPICAL UNLESS (SEE DETAIL BELOW) OTHERWISE NOTED
SECTION C-C
N.T.S.
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.
2• MIN
4• MAX
12" MIN'
DRNEWAY APPROACH
BLDG -
D
PLAN VIEW
N.T.S.
D
NOTE: DEEPENED FOOTING
DEPTH ON THIS DETAIL
IS DIAGRAM MA TIC; SEE
PLAN FOR ACTUAL
DEPTHS
=----: T -1% MAX
2.0' MINIMUM
FOOTING DEPTH L (PER ARCHITECTURAL
DRAWINGS)
L.o.6' D.F.
SECTION 0-D
N.T.S.
TYPICAL DEEP FOOTING DETAIL
N.T.S.
;,:
::S Cl::i= # OF RISERS
a.. W = HEIGHT OF EACH RISER
~
FF=PER PLAN
' " '/-DROPPED GARAGE DETAIL
14' TRANSlnON
NOTE:
N.T.S.
,.2•-3• ABO\lf"
STRAIGHT GRADE
I) THE MAXIMUM DRIVEWAY SLOPE. MEASURED ON THE LOWER OR STEEPER
SIDE OF THE DRNEWAY, SHALL BE 14%. SLOPES EXCEEDING 14% SHALL
REQUIRE SPECIFIC APPROVAL BY THE CITY ENGINEER.
2) WHEN THE MAXIMUM DRIVEWAY SLOPES EXCEEDS 10%, INCORPORATE
TRANSlnONS AS SHOWN ABOVE. THIS "ROLL• IN THE 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
N.T.S.
ENGINEER OF WORK -L~~•
RCE NO 48670 EXP. 6/30/12
BENCH 1ifARK
DESCRIPTION: STD. STREET SURVEY MONUMENT
FIBER ROLL 8" MIN LOCATION: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
WOOD STAKE
J/4"x3/4" MAX
4' SPACING
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: 311.41 NGVD 1929
"AS BUILT"
TYPICAL CORNER LOT
SIGHT DISTANCE SETBACK FIBER ROLL RC£ ___ _ EXP. ___ _ DATE
N.T.S. N.T.S. REVIEWED BY:
INSPECTOR DATE
• PLANTED WITH GROUNDCOVER OR LOW GROWING SHRUBs SPECIES (LESS THAN 3 FEET IN HEIGHT) KNOWN TO
HAVE FIR£ RETARDANT QUALITIES.
I SH2£T I CITY OF CARLSBAD I SHEETS I
l---+-----t---------------------11----1-------i---+-------J ENGIN[ERING DEPARTMENT 12
l---+-----t---------------------11----i-------i---+-------J
HUNSAKER
& ASSOCIATES
S,\N DIEGO, INC
PLANNING 9707 Waples Street
ENGINEERING San Diego_ Ca 92121
SURVEYING PH(858)5S9-4SOO· FX(858)SS8·1414
• NO TREES OR SHRUBS ALLOWED.
•ANY RESIDENTIAL STRUCTURES OR PORTIONS OF TH£ STRUCTURE INCLUDED BUT NOT LIMITED TO
DECKS/PATIOS/BALCONIES SHALL BE FIR£ RATED AND MADE OF IGNITION RESISTANT CONSTRUCTION.
• IRRIGATED.
ZONE A-2:
•PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS.
• NO TREES ALLOWED.
• IRRIGATED.
ZONE A-3:
•PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS.
• TREES ARE ALLOWED BUT SHALL BE NOT PLANTED CLOSER THAN 20 FEET APART.
• IRRJGA TEO.
DA TE !N!T!AL
ENGINEER OF WOR
PRECISE GRADING AND EROSION CONTROL PLANS FOR:
VILLAGES OF LA COSTA
THE OAKS NORTH
Puo os-12 a NEIGHBORHOOD 3.3 NORTH
AP~Ef:i~fM ~ PESKI RC£: 41204 EXP:
REVISION DESCRIPTION
DWN BY.· -z:;!, PROJECT NO. DRAWING NO.
OAT£ INITIAL DATE INITIAL CHKD BY-;;;z CT 05-]5 446-51
OTHER APPROVAL CITY APPROVAL L.'.RC.CVW-'"0"--"B'-'-Y:====.i ~--------L---~
R:\0571\&Eng\Prec;se Grod;ng\Oaks Narth\0571NPG02.dwg[)Oct-08-2010: 13:43 W.O. No. 2301-001 7
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 9707 Waples Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)SS8·4S00 · FX(858)5S8•1414
LOY 79
N
f-w w
I
IJ)
w w
IJ)
/r---------
------------
26.37
----------Lr-'t?1
OPEN SPAcr::
------------------------
2
554.9 I
HP
===
554. 45 T COV£RED
~3.7 FL PATIO
---·
554.45 TG\
553. 45 FL'-. •
5.3'
4'
I
I
/
/
I , ,
I , ,
I , ,
I , ,
' , , , , , ,
, ' "' ------------~
551~·
HP
"'
551.35 TG \
550.35 FL'-t =-====-
2 OFT 2ND FLR
OV[RfDl-_;:BA..:L.::CO"-N"-Y--'
PATIO
l1J' 5.5'
illl II
II CJD 4, illl
554.85 CJD illl
H PLAN IA lii.J
' c::, ' ") '
\..---ril--1 1 1 . 2 '
551.75
HP
PLAN 2B
PAD=552.0
FF=552.75
(FR)ilm 551.75
HP PAD=555.10
FF=555.85
(FR)
fB
GFB=555.27
5°;4.6 TG
553.12 FL
554.85
H
554.65 TG
552.85 FL
<ci ") -' ' ' ' ✓ ' 551.55 TG
550.10 FL
(MODELS, LOT 75, 77 & 78)
·/ .. •.: ..
:.~-.. ~ :~
·--~ . : /•--·.:
LOY 91
r• r'r' r•H--r' j? t:J.GC iY 1 -"-J
::::
,.:
i:
50.20'
------y_ ------------
549.2
/.H~-
548.75 TG
548.16 FL
u, u, t~t-548.75 TG .r,.,_ OPTIO AL !).:i!).:i 47.75 FL
""' /M_LCONY
'-"a -~= 4' ;') 21 •
CJ£:>
549.15
PLAN JC
PAD=549.4 HP (FR) FF=550.15 GFB=
49.57 549.15 7 HP 549.oo-
547. 66 rffi GFF=
549.4
7.3'--" "' oi oi ,,. :J,
"' Ii II
/:::: 548.85 TG ~
5~
LDT 1?1
\
\
fJDA 0Pr::1Y SPACE
' ' ' \
' '
LOY 74
\
' '
\
\
\
\
RROJECT
BOUNDARY
40
SCALE 1 '= 20'
60
BACKWATER VALVE TABLE
LOT# REQUIRED
75..... .. ....... NO
77 ....................................... YES
78 ....................................... NO
FOR EXISTING IMPROVEMENTS
SEE DWG NOS. 429-7 & 446-5C
ENGINEER OF WORK
BENCH 11ARK
DESCRIPTION: STD. STREET SURVEY MONUMENT
LOCATION: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: JI 1.41 NGVD 1929
"AS BUILT"
DATE RC£ ___ _ EXP.
REVIEWED BY'.·
INSPECTOR DATE
1----+--+-------------l-----l-----+---l--------l I sH3EET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 12
NOTE:
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.
DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
PRECISE GRADING ANO EROSION CONTROL PLANS FDR:
VILLAGES OF LA COSTA
THE OAKS NORTH
NEIGHBORHOOD 3.3 NORTH
R,\0571 \&Eng \Pr•cis• Grodlng \Ooks Nor th,0571NPG03.dwg[l□ c t-11-201°'12,4 7 W.0. No. 2301-0017
LOT 74
-· -·
'
HUNSAKER
~ i & AS SOCIA TES
SAN DIEGO, INC:
L.or 37
•
'b
----('I_· .'
Lor 38
Lor 33 \ Lor
(PHASE 1, LOT 38-41, 62-63, 71-73)
0)
f-_
Lu Lu :r: VJ
ti
VJ
Lor 4?
FuEt MODIF7CAT7, SEE NOTES ON ~N ZONES ~HEET 2
Lor 01
0 20 40 60
SCALE 1 '" 20'
BACKWATER VALVE TABLE
LOT# REQUIRED
38 ..................................... YE:S
39 ....................................... YES
40 ....................................... NO
41 ....................................... YES
62 ....................................... YES
63 ................................... NO
71 .................................. YES
72 .................................. YES
73 ................................... NO
FOR EXISTING IMPROVEMENTS
SEE OWG NOS 429-7 & 446-5C
ENGINEER
/_/~
OF WORK
ccy{;,vo
f}/('Y.,,.MOND L. MARTIN DA TE
~ENO 48670 EXP. 6/30/12
BENCH 11ARK
DESCRIPTION:
LOCATION:
STD. STREET SURVEY MONUMENT
STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: 311.41 NGVO 1929
"AS BUILT"
RC[ ____ EXP. ____ _ DATE
REVIEWED BY:.
INSPECTOR DATE l----+--+------------J---+--+--J---ll SH4EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 12
PRECISE GRADING ANO EROSION CONTROL PLANS FOR:
VILLAGES OF LA COSTA
THE OAKS NORTH
Puo os-12raJ NEIGHBORHOOD 3.3 NORTH
NOT£· APP~ -/ -d..fl~ .J//q/lQ
PLANNING 9707 Waples Street RUNOFF FROM IMPERVIOUS AREAS {E.G. ~G=L=E:::',i' ::::::'VA'::N'::'::P"'ES=K=l=R~C°".E.'::: =4=7=2=04':=:=E.:=XP:::':~=0.3""3/='3=7= /7~ 1=::::0:::A::::c:=E=~
ROOF, UNCOVERED SLABS) SHALL, TO THE , ----+---+-------------------+-----1--~----l.---l , ---~----~ -----ENGINEERING San Diego, Ca 92121 MAXIMUM EXTENT PRACTICABLE., BE r DWN BY.· "/ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL ,,,,,-
SURVEYING PH(858)558·4500· FX(858)558•1414 DIRECTED THROUGH ADJACENT LANDSCAPED CHKD BY·/"-' CT05-15
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Pl.ANNING 9707 Waples Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)S58·4500· FX(8S8)558·1414
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543.05
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(FR)
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4'
543. 15 Hp
542.90 TG
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543.2 I
HP-----
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Lor 26
541.90 c
540.42 FL
542.15
HP
S-12 .
s-, ~ s 2os 41.,38 1c -(.
541.95 TG
540.37 FL
~ 542.75
'-.L.'2..-' HP
PLAN 7BXR
PAD=542.4
FF=54J. 75
(FR)
6'
CO'l[R[D
PATIO
·-......__
Lo-r 119
-~ ·-. .....____
...._~---~
~
Lor 113
0 20
SCALE
(Q
40 60
1'=20'
BACKWATER VAL VE TABLE
LOT# R[OU/R[D
74........ . .......... NO
15 ....................................... NO
16 ....................................... NO
17 ....................................... NO
18 ....................................... NO
116.. .. .................. NO
178 ..................................... NO
FOR EXISTING IMPROVEMENTS
5[[ OWG NOS. 429-7 & 446-5C
ENGINEER OF WORK
~~a:;L
MARTIN
48670 EXP. 6/30/7 2
.Lob~ko
1 DATE
BENCI-I MARK
DESCRIPTION: STD. STREET SURVEY MONUMENT
LOCATION: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VfRTICAL CONTROL
ELEVATION: 311.41 NGVD 1929
"AS BUILT"
RC[ ___ _ EXP. ___ _ DATE
REVIE.WE.D 8'(·
. . . . / , or ~ --7r""·_ ---,-~~~--'ii-;,._~--_-_ -=---=-...l--
-----------
Lor 4 t---+---+-----------------11----1----+---+------I I S5[T I
INSPECTOR DATE
CITY OF CARLSBAD I SH[[TS I
[NG!N[[RING DEPARTMENT 12
(PHASE 2, LOT 14-18, 116-118)
NOTE:
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.
PRECISE GRADING ANO EROSION CONTROL PLANS FOR:
VILLAGES OF LA COSTA
THE OAKS NORTH
NEIGHBORHOOD 3.3 NORTH
APPR . -, J._•~--~-----~ ~~ If ;q //()
VAN PESKI RCc: 47204 EXP: 03/,H/11 DATE
l-----4---+----------------1----1----ll---_j_ _ _J :::=====~1=======~~-=-=-=-=-~ DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: -"""'9----PROJECT NO. DRAWING NO.
REVISION DESCRIPTION CHKD er_.r1.,,L--CT05-15 446-51
ENG/NffR OF WOR OTHER APPROVAL C!Tt APPROVAL RVWD BY: ~-------~
R,\0571 \&Eng\Precise Grocllng \Ooks North \0571NPG05.clwg[J□ct-11-2DIM5,!2 W.O. No. 2301-0017
HUNSAKER
& ASSOCIATES
SAN DIECO, INC
PLANNING 9707 Waples Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558·4S00· FX(858)558·1414
L01 14
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L01 11B
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540.85 TG
539.39 FL
GFB=541.47
7
541.05
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7.2'
II
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FF=542.05
(FR) ill.El
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539.80 TG
538.32 FL
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539.25 TG
538.58 FL
539.65
HP
539.40 TG
537.92 FL
COl;[REO
PATIO
CID
PLAN 1BX
PAD=539.9
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539.85 TG
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540.05
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539.65
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539.98 FL
539.65 TG
538.98 FL
CQl;[RfD
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LOT 27 L01 2B
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' 537.15 FL 538.15 TG : 534.85 FL
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538.05
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537.85 TG
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(FR) s.5·-
38.55
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534. 15 FL----..;:
LOT i
LOT 9
CXJ
f-w w
I
(J)
w w
(J)
0 20 40
SCALE 1 '= 20'
60
BACKWATER VAL VE TABLE
LOT# REOUIR(D
10 ....................................... YES
11 ....................................... NO
12 ....................................... NO
13 ....................................... NO
119 ..................................... YES
120 ..................................... YES
FOR EXISTING IMPROVEMENTS
SEE OWG NOS. 429-7 & 446-5C
ENGINEER OF WORK
'oY -'1t~ /t/8 llD
ONO L. MARffN~ ~-DA TE
CE NO 48670 EXP. 6/30/12
BENCH MARK
DESCRIPTION; STD. STREET SURVa MONUMENT
LOCATION: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: J11.41 NGVD 1929
"AS BUILT"
RCE ___ _ EXP. ____ _ DATE
REVIEWED BY:
INSPECTOR DATE
l----+-----1---------------______jl----1-----1---_j___ _ _J I S6ET I CITY OF CARLSBAD I SHETTS I
[NG/NEERING DEPARTMENT 12
PRECISE GRADING ANO EROSION CONTROL PLANS FDR:
(PHASE 3, LOT 10-13, 119-120) VILLAGES OF LA COSTA
THE OAKS NORTI-1
NOTE:
RUNOFF FROM IMPERVIOUS AREAS (E.G.
ROOF, UNCOVERED SLABS) SHALL, TD THE
MAXIMUM EXTENT PRACTICABLE, BE
DIRECTED THROUGH ADJACENT LANDSCAPED
AREAS PRIOR TO REACHING AREA DRAINS.
DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
NEIGHBORHOOD 3.3 NORTH
DAT£ INITIAL DAT£ INITIAL
OTHER APPROVAL CITY APPROVAL
R,\0571 \~Eng \Precise Grocilng\Doks Nor th\0571NPG06.ciwg[ l □c t-11-2010,)5,14
DRAWING NO.
446-51
W.O. No. 2301-0017
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SAN DIECO, INC
9707 Waples Street
. Ca 92121
San Diego, FX(SSS)SS8·1414 PH(S58)558·4500 ·
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/
20 40 60
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TER VAL VE TABLE BACKWA REQUIRED
LOTf . :~g
64............. . ..... NO
it :: : :.: .. ·:N~1s 68 .......... .
69............ . .. NO 70 ......................... .
FOR EXISTING IM429 l & 446 5C S[[ DWG NOS.
ROV[MENTS
ENGINEER OF WORK
MARTIN
BENCH
LP/4M-
DATE 6/30/12
:tvfARK
RV['( MONUMENT DESCRIPTION: STD. STREIT s; ON CENTF:RLINE
STA. 28CA8+iftio REAL LOCATION:
OF EL
DIEGO COUNTY RECORD FROM: ~TICAL CONTROL
ELEVATION: 311.41
"AS BUILT
NGVD 1929
"
DAT£ RC[ EXP.
REVIEWED 8'1'.·
INSPECTOR DAT£
CARLSBAD I 5125 I I SH7EET I CITY OF EPARTMENT
ENGINEERING D NS FOR:
CONTROL Pl.A PRECISE GRADING AND i~~; OF LA COSTA
VILL E OAKS NORT1hRTll
NE10Jli0Rttooo 3.3 N
PUD 05-12 B M -.I) ,j I( /g/1D
PPR~ -../ /;!-cft:,.' DAT£
A .J<~ . 1'741204 EXP: 0
~ESKI RCE-_ -I DRAWING NO. GLEN VAN PROJECT NO. 446-51
OWN BY, 77"7-1 CT05-15 . INITIAL CHKD BY: -,'Cf,L---. DATE RVWD BY:
CITY APPROVAL 11-2010,15,19
Gro.cling\Oa.ks Nort h\057!NPG07.ciwg[l□ct2301-0017 W.O. No.
(D
f---w w
I
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U)
LOT 1?0
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 9707 Waples Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558·4500 · FX(858)5S8·1414
LOT 30
LOT 31 I
LOT ?9
59.66'
-1-------
-•-" ... -----·----------·-·· -----------9l_ --------""' ~-
------··-----
-------.... -------
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--·· -------_, -----·-CT)
;o
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LOT 10
------------
r-------------------------.. --·1---------
.' LOT 75 LOT 7!3 ' ' '
- -. r - - - .
' ' ' ' ' ' '
----
LOT 77
(PHASE 5, LOT 1-5, 6-9)
NOTE:
RUNOFF FROM IMPERVIOUS AREAS (E.G.
ROOF, UNCOVERED SU-.BS) SHALL, TO THE
MAXIMUM EXTENT PRACTICABLE. BE
DIRECTED THROUGH ADJACENT LANDSCAPED
AREAS PRIOR TO REACHING AREA DRAINS.
LOT 31
80,
II
PU-.N 1CX
PAD=525.3
FF=526.05
(FR) Ifill
rffi
GFB=525.47
' ' '
5.3' ,__
525.05
HP
•. :·;: 1524. 75 Tr
522.94 FL
\
LOT 4B
LOT -4!3
.. ----------
---
523.45
HP
5.7 _
LOT BO
(f)
['-1
['-1
(f)
I
['-1
['-1
-I
---'
0
LOT B3
LOT B?
LOT 81
0 20
SCALE !':20' .
BACKWATER VALVE TABLE
LOT I RFQU/RFD
1 ....................................... YES
2 ....................................... YES
3 ....................................... YES
4 ....................................... NO
5................... .. ...... YES
6 ...................................... YES
7 ....................................... NO
8 ....................................... YES
9 ....................................... YES
FOR EXISTING IMPROVEMENTS
SEE DWG NOS. 429-7 & 446-SC
ENGINEER OF WORK
R' ONDL.~~
R ENO 48670 EXP. 6/30/12
BENCI-I 11ARK
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"
RCE ___ _ EXP. DATE
REVIEWED B'r'.·
INSPECTOR DATE
I SHBEET I CITY OF CARLSBAD I SHEETS I 1------1----1----------------------t-------t-----l-------t-----l ENGINEERING DEPARTMENT 12
1------1----+------------+----+---+---t------J
PRECISE GRADING ANO EROSION CONTROL PLANS FOR:
VILLAGES OF LA COSTA
TIIE OAKS NORTH
NEIGHBORHOOD 3.3 NORTH
;i___ ////1//t)_
1-----1---+-----------------+-----,---t----+----I ~~G=-L=-E=-=-V,=-'A=N--=~P-=-£S=-=Kl-=:!_R2C~£::::: '.:4'.".1~2:'.04~~E=:XP;::==03;/=3=1=/""11~===0=\4=c=£==
OWN BY: ---.,,-,.--
CHKO BY:_4-------
RVWD BY:
PROJECT NO. DRAWING NO.
CT05-15 446-51 OAT£ INITIAL
ENGINEER OF' WOR REVISION DESCRIPTION
DATE INITIAL DATE /NI/JAL
OTHER APPROVAL CITY APPROVAL
R,\0571 \&Eng\Precise Grociing\Ooks North\057!NPG08,ciwg[J□ct-1!-2010,!5•21 W.O. No. 2301-0017
I -
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PlANNING 9707 Waples Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558·4500· FX(858)558-1414
L01 41
'1--
1---w w r
U)
w w
U)
L01 8?
l
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LD1
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3'
9•
528.45 ~
27.78/f
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PAD=529. /
FF=529.85
(FR)
COVERED
PA no
~=::::::
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LOT 1?1
HOA OPFJ'/ EJPACF
52885 HP
5.5 -
4• -1!g
LD1 48
528.65 HP
528.45 re
526.98 Fl
Lor 45
-
~
-,-,-
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-I
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SEf: NOTf:S ON SHEU 2
'
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CID
PIAN 28R
PA0=525.5
FF=526.25
(FR)lmJ
25.051
HP 11
524.70
FS
II
' '. 525.25
HP
rffi
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sci ~ ~ II II o:,
C::525. 75 TG i'.5
<..:J524.28 FL ~
SITIO CALIENTE
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C) °' "' y_ "' I<) co
C\j ....'. J'. ~~ C: [Q9L <..:J
. :..,.----~
GFB=525.1?
* 524.50 TG
523.25 FL'
GFB= 525.17 GFF=525.0
..
524.95 TG II o
5 3.48 FL C:: <o c, "<
1.0%
---1:;,+00
523.08
RIM
. -----,
5 18.33 _( ~
SEE SHEET
(PHASE 6, LOT 42-44, 58-61)
LD1 57
521.15
IM
f---w w
I
(/)
LD1 52
10
0 20 40 60
SCALE 1'=20'
BACKWATER VALVE TABLE
LOT# REOUIRcD
42. . ....... YES
43. . ....... NO
44. . ....... YcS
58. ···-···· YES
59 ........ YcS
60 ....................................... NO
61 ....................................... YcS
FOR EXISTING IMPROVcMcNTS
Sec DWG NOS. 429-7 & 446-5C
ENGINEER OF WORK
--""'+,~~•-""""--It?;/ ~ljo . OND L. MARTIN DA TE
RCE NO 48670 EXP. 6/J0/12
BENCH MARK
Df:SCRIPTION: STD. STRf:IT SURVf:Y MONUME:NT
LOCATION: STA. 288+89 E:C ON CE:NTE:RLINE:
OF E:L CAMINO REAL
RE:CORO FROM: SAN 0/E:CO COUNTY
VERTICAL CONTROL
HcVATION: 311.41 NCVO 1929
"AS BUILT"
RCE ___ _ E:XP. ____ _ DATE
RcVIEWE:O BY:
INSPECTOR DATE
l----+----+------------1---..J___ _ _J....__1--_11 sHgcET I CITY OF CARLSBAD I SHEETS I
~=====~==="=N=G=IN:::c:::ER=l=N=G=D=E=PA:::R:::c:::M:::EN=T===---'==1=2==
PRECISE GRADING AND EROSION CONTROL Pl.ANS FOR:
NOTE::
RUNOFF FROM IMPERVIOUS ARE.AS (E. C.
ROOF. UNCOVERED Si-ABS) SHALL, TO THE:
MAXIMUM E:XTE:NT PRACTICABLE, 8£
OIRE:CTE:O THROUGH AOJACE:NT LANDSCAPED
AREAS PRIOR TO REACHING AREA DRAINS.
VILLAGES OF LA COSTA
THE OAKS NORTH
NEIGHBORHOOD 3.3 NORTH
R,\0571 \~Eng\Precise Grocilng \Ooks North \0571NPG09.ciwg(J□ct-ll -201M5,23 W.O. No. 2301-0017
SEE sHEE1 8
'
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HUNSAKEI:\
& ASSOCI AT[S
SAN DIEGO, INC.
PlANNING 9707 Waples Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(8S8)558·4500· FX(858)558-1414
' ' ,~,
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71.40
w' _, '
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49
pi.AN 3 6
AD"'51 75 F,,516.
15.75
HP
--::::: ...
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LDT 5
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74.13'
515.57
GFF=
517.40
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515.38 FL
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518.15 TG
COVERED 5 1 7.48 FL
PATIO
4'
CID
PLAN 1AR
PAD=518.8
FF=519.55
518.55 (FR)
HP
518.35 TG
576.88 FL
518.55
HP
I p . 578.30 TG
516.82 FL l(j---~-;;1'=--t
GFF=518.8
r
·•: ,~ 518.5 i
-
// tt'Rra
'41/o
----,.._ ,? •
S1e -Y,-
,517-Js .Y,'--"'1
----------: "8 ..._
------.:
LD1 -54
' ' K
LDT 31
9: Ii ,
' ' ' ' ' ' ' ~ ' K " "' -' ' ;i-
' ' ' ' ' '
'
-9 . ,
-------re .......__...._.
l 519.65 ------:...rr"" ~ ~ -5 l 8. 8
OPT 2M~~--BA1c/i;,y-R -co
PA
519
4'
I-{
4'
LDT 52
LDT -53
LDT 43
--------------
r----._
r----._
0
LDT 44
NOTE:
RUNOFF FROM IMPERVIOUS AREAS (E.G.
ROOF, UNCOVERED SLABS) SHALL, TO THE
MAXIMUM EXTENT PRACTICABLE, BE
DIRECTED THROUGH ADJACENT LANDSCN"ED
AREAS PRIOR TO REACHING AREA DRAINS.
40 60
SCALE 1'=20'
BACKWATER VAL VE TABLE
LOTI REQUIRED
45 ...... _ .. __ YES
46....... ...NO
47 ....................................... NO
48 ....................................... NO
49 ....................................... NO
50 ....................................... NO
51 ....................................... NO
FOR EXISTING IMPROVEMENTS
SEE DWG NOS. 429-7 & 446-SC
ENGINEER OF WORK
~~
ONO L. MARTIN
48670 EXP. 6/30/12
BENCH 1,fARK
DESCRIPTION: STD. STREU SURVEY MONUMENT
LOCATION: STA. 288+89 EC ON CENTERLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERT/0,L CONTROL
ELEVATION: Jtl.41 NGVD 1929
"AS BUILT"
RCE ___ _ EXP. ____ _ DATE
REVIEWED BY:
INSPECTOR DATE
~ CITY OF CARLSBAD I SHEETS I
~=====~=====~=================================~=====~=====~====~=====! L1.QJ ENGINEERING DEPARTMENT 12
DAT£ INJTJAL
ENGINEER OF WOR REVISION DESCRIPTION
DATE INITIAL DAT£ INITJAL
OTHER APPROVAL CITY APPROVAL
PRECISE GRADING ANO EROSION CONTROL PLANS FOR:
VILLAGES OF LA COSTA
TtIE OAKS NORTtl
NEIGHBORHOOD 3.3 NORTH
OWN BY:_ /
CHKD BY: -4.L--
RVWD BY:
11q110
03 31 1J DATE
PROJECT NO.
CT 05-15
ORA.VINO NO.
446-51
R,\0571 \&Eng\Precise Grocilng \Ooks Nor th\0571NPG!0.ciwg[l□ct-ll -2010,t5,25 W.O. No. 2301-0017
HUNSAKER
& ASSOCIATES
SAN DIECO, INC
PLANNING 9707 Waples Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558·4500· FX{858)558·1414
CT)
f----w w
::r:: c.n
w w c.n
CXXJ
LDT 44
LDT 68
1 0~ 523.0
-'-4 RIM
a, a + a ------C\t
15.00'
N62"45"00"E
-----
·i· I ' ' ' ' ' ' ,-'
' 'l __ _
I I
I I lt-f-;;,;,.--s,'r,;-.-_J'-'-;:.....-f-._.....✓, r-;"1:
I 61.12" 523.5 1 • , ~ 520.4 ,
: . . HP. \ . ._, a "< : °"• .. ----/. H~-
: ( 523 .. 15_:c "' ~ ----;/9.95 TG \ f ;;," '"~--~,C~;;;:~,:;,----_¼f---~~K}~;f;;:;,-ri, 5 7 8. 95 FL , f : r== OPT2NDFI.R 523.05 TG ~ 11 coVERED BALCONY 522.05 FL
i' 11 PATIO
523. 5
II Ii Ir 4
522.75
FS
6
GFB=523.28
*I~
522.55 TG
527.78 FL
<3D
PU\N 2C
PAD=523.7
FF=524.45
(FR)
5.5·
523.45
HP
GFB= •;,-•
523.28 .•
527.75
RIM
·--···-·--·---
>
I
i<9
i<9
I
4' I
520.05 TG
579.28 FL
4'
520.20
HP
77.8'
520.0
FS
COVERED
PA no
GD
PLAN 7A
PAD=520.6 5 J'
FF=527.35 ·
(F"R)!lm 520.35
HP
GFB=520.52
520.75TG
578.35 FL
* 579.80 TG _., +.",..I,
578.62 FL
GFF=520.3
GFB=57 7.7
' ' "' H--4l---../--~;"J
(J;Q '°a
' I
' I
'
'
:i
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~Gi
GFF=577.60
§0
-
----------
10J. fl'
t
~~~@ "' "' " :i: --,, :--, Vl II <'. V-,
t;: --, "' "1 a, --, '-" l,.j'-JO
CJ, O') ::0
~-i:·
. ' 0' I
I
__ --,r _:1-_ =-:::::, . 60
,. ;, --;_,~!' ' :, ~)Z:-V >>-ec -,,•' /~ .
•
! I ' I
I ,, ,, ,,. ,, ,,
" " '' " I'
'' '' ' ' ' ' ' ' ' ' ' '
' I
.-r-~:e:-=~ 527.60 TGc-,
ti] 520.38 FL::::
II II
"' "' "' "' ~ ~
'-"
(FR)
527.70 TC
520.57 FL
.10
B=
6 22.3
527.85 6
FS 4'
70.58'
i<9 .
i<9
7.2'
6
U,t;) • :-,J t ._, "1578.75 TC . ._,_,_ , i:: ,;'517.40 FL ·: '. ;;/ ,
.l-ir-?S!"l"C:-E,.,,.-;;c,,"' GFB= ·:•. .l /495 ~1\-L.;c. 3F578.9 579.13 .. ,. J: ,;,--FS ~~~.-,,-.-
578.45 TG •• ·.,. '"
14.75 TG
513.I7FL
577.40 FL . · "· · GFF= 75.2
· •. :· '. ' 574.70 TG l 513.22 FL . ,
578.65
1 7. 4' dD
579.05
HP
5.3'
..,
"' " 0, ' R
GFB=575.37
7
11518.8
11 H
II
PLAN 2CR
PAD=519.3
FF=520.05
(FR) Im]
llcol/ERff••~ ---~
i<9 4'
. 'lr-----r
I
514.95
HP
4'
ILi PATIO OPT 2ND FLR
BALCONY _J,---....J f----<l--+i1 ... 10. 5'
';,34~; ~; = 5~; 1 °' 51i8:/ia 'X 1•
577.98 FL HP/½_._ J
------,---r.:. 54'70'--')~
574.55 TG
513.88 FL
574.95
HP
CID
PU\N 7BXR
PAD=575.2
FF=575.95
(FR) llilJ
COVERED
PATIO
4'
1
I / I / I /
/ /LoT 121 J i
f
I
I I I
I I I I I I I /
I I I I
I I ;· I
: : / i<9 75.9'
i<9
SEE SHEET 10 ,, 575.0 I HP ---// \------
LDT 51
I
I I /1 111
1 I I I I
! I I I .I I I I I / I I I
I I I I
LOT 50 l / I
I !
I
I
\
I
\
\
\
I
I
\
/ 4::._0 ___ _:;60
SCALE 1'=20'
BACKWATER VALVE TABLE
LOT I REQUIRED
52 ....................................... NO
53 ....................................... YES
54 ....................................... YES
55 ...................................... YES
56............ . ........ YES
57. ...................................... NO
FOR EXISTING IMPROVEMENTS
SEE OWG NOS. 429-7 & 446-5C
ENGINEER OF WORK
~~a;t__
MARTIN
48670 EXP. 6/30/12
BENCH MARK
DESCRIPTION: STD. STREIT 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"
RCE ___ _ EXP. ____ _ DATE
REVIEWED BY:
INSPECTOR DATE
(PHASE 8, LOT 52-57)
~ CITY OF CARLSBAD I SHEETS I
~=====~~====:=================================:=====~=====~====~====~ L.1lJ ENGINEERING DEPARTMENT 12
NOTE:
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.
DA TE INITIAL
ENGINEER OF WOR
DATE
REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
PRECISE GRADING AND EROSION CONTROL Pu\NS FOR:
VILLAGES OF LA COST A
THE OAKS NORTH
NEIGHBORHOOD 3.3 NORTH
OWN BY: ~-,<-,c,..--
CHKO BY: ,t,,
RVWD BY:
PROJECT NO.
CT 05-15
DRAWING NO.
446-51
I I L---------------------------------------------------------------------=============================================================-1 R,\0571 \~Eng\Predse Grociing\Ooks North\0571NPG11.clwg[l□ct-11-201M5•28 W.O. No. 2301-0017
PLANNING
ENGINEERING
SURVEYING
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
9707 Waples Street
San Diego, Ca 92121
PH(858)558·4S00 · FX(858)SS8·1414
LOT BO
----------
LDT 36
LDT 34
' ' ' ' ' ' ' ' I
' ' '
, -·---------Lr -121
gpr:::1v _ SP A CE -·
-------
~o· Zo,v.r A '
I ~-, I
. /I
.'/
I
' FIJ[L MOD/FICA T/ON . ES
SEE NOTES_ -IT 2
I 91' 6·
-1--1
51.55'
557.50
/ HP ··--~-
557.05 re\
.,___ 556.05 FL~t
5.7'
4'
" .,
r-: :g
la II
::; 557.15 TC ~
5~
FF=556.
6.15 TC
5.02 FL
-~---
556,4
FS
556.SS TG.
555.0 FL
556.60 _ HP
556.45 TC
555.68 FL
Cl0
PLAN IBR
PAD=557.o
FF=557.7S
COVER[O
PA no
====
(FR)
556,75
HP
"'C)
"' '7
LDT 77
SEE SJ-IT 3
·: ;.-..
' ' ' ' ,.---,
' I ' " ' 553.1 TC
~II' ==-==s-1"""' GF8= GFF =553.28 553.45 : •. _ ••
552.75 TC
527.78 FL
552.95
FS
~--=~"'"I'
553.45
HP
551.6 FL
I
I
I
I I
I I
I
I
I
I I
I CID I
--;a;cPLA"'N 2CR / '" PAD~553.7 B!J 1
II--ff=554.45 ~
11553.2 (FR) 1· B!J / ~ II H ,
' ' ' '
: CXI I
: Pl :8
' • I ' ' '
II COvfR[D,1-==c-=:-"" / >-----'
II PA no OPT 2ND F(R "'1"-1,;~ / 42. 5' : L = = JJAJ/J!NJ='.~~~=-f~----1"'----j----r-: . ,:: ~553. 75 TC 553_5 o/
GFB=552.57
551.00)
FS I
I
\
1:
• 550.00 I
FS I 1:2
~
549.00 I
FS
r-: --
-~) • ~ 552.38 FL '' I HP____ 1
5~% 8 / --__ ~ ___ .1-cA-' i:...--i<J~----===-------.....1111 o'iio~.2~Ji''i-1f-----r----''--"'
----------41.28'--LDT 38
Lor 33
(PHASE 9, LOT 36-37, 74, 76, 79) SEE
$J.29'
..--,-----._PROJ£CT
,BOU!iiOARY
557.75 ~
557.08 FL @ CID
PLAN 2A 1'g
PAD=552.4
FF=553. 75
4'
I
I '
' I 1' }-/7Ai, DjE1V\ f P,c:cr:::i: r -
(FR)
552_ 75 TC
HP
, -, i_,_ I
-. __ 20· · J_~2_.,_(!-'.'' 'c.," ~~::;;;:29,·~ J
I , zdNE A-2 ~oND A J -.. :
50.20'
ZONE A-' ' ,, ' '
co
LDT 76
sr:::E Sf/T 3
1£1 1£1
"' :i:: ... "" Co "'
71~\) ~ ,re,~§
71 Vl ll < ~ ;o ... "' ..._, Co{,.--,.
' "',.
"'' ;o "' -~ffi II "' ~~--7 "' ... :i::--. 7:J Co "' " '-l
101.47
LDT 73
...
\
\
...
~Ci
0 II -0 0
>-iii II "" ,, II or,::
"' '-" ... ... "" '-l ;,: t.
~~
~i "'' -
1 s. 1-'
~ ' '
' ' I I
' I
' '
\
• I
\
I
'
\
0 20 40 60
SCALE 1' = 20'
I
I
\
I
I
I
NOTE:
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.
BACKWATER VAL VE TABLE
LOT# REQUIRED
36 ....................................... NO
37. ...................................... NO
74 ....................................... NO
76 ....................................... NO
79 ....................................... NO
FOR EXISTING IMPROVEMENTS
SEE DWG NOS. 429-7 & 446-5C
ENGINEER OF WORK
IN
48670 EXP. 6/30/12
BENCH 1iARK
DESCRIPTION:
LOCATION:
STD. STREU SURVc'f MONUMENT
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
"' a +
~ CITY OF CARLSBAD I SHEETS I
t----+---+-----------------+----+----i-------1--, Ll£J ENGINEERING DEPARTMENT 12
1----+---+------------------+---r-----i---t--,
8
SHEET 4
DA TE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
DA TE: INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
PRE.CISE. GRADING AND E.ROS/ON CONTROL PLANS FOR:
VILLAGES OF LA COSTA
THE OAKS NORTH
Puo os-12 e NEIGHBORHOOD 3.3 NORTH
OWN BY.-
CHKD BY:
RVWD BY.-
PROJECT NO.
CT 05-15
K/t/1/10
DATE
DRAWING NO.
446-51
R•\0571 \~Eng\Precise Grocilng\Doks North \0571NPG12.ciwg[ l□ct-11-2010,15•33 W.O. No. 2301-0017