HomeMy WebLinkAboutDWG 446-5H; CT 05-15; VILLAGES OF LA COSTA OAKS NORTH NEIGH 3.3 SOUTH; 01-09I
GRADING NOTES
(IN ADDITION T(J TH£ REQU/Rf:/.1£NTS OF CHAPTER 1 .5, 16 OF TH£
CARLSBAO MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY TH£ CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SU OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE' Alv'f PORTION OF TH£
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, crrr
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. TH£ £~/NEER IN RESPONSIBLE CHARGE SHALL
REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINE£R-OF-
WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO TH£ crrr ENGINEER FOR APPROVAi..
4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER WILL 8£ REQUIRED FOR ANY
WORK IN THE PUBLIC RIGH:T OF WAY. PRIOR TO PERMIT ISSUANCE:, A
CERTIFICATE OF INSURANCE MUST 8£ FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEf'S POLICY IN THE MINIMUM AMOUNT
Of 11,000,000.00 FOR £ACH OCCURRENCE OF LIABILITY. THE INSURANcr ·
COMPANY WRITING TH( POLICY 11/JST HAVf A RATING OF "A-• ~R BmfR AND A S/Zf
CATEGORY Of ct.ASS Yfl OR BETTER AS ESTA8LISHED Ef'I "BESTS KEY RATING GUIDI;
.5. UNLESS EXEMPTED BY SECTION 301.(b)!J OF TH£ UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE S[PARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL 8£ COMMENCED 1,JNTIL ALL P£RMITS HAVE BEfN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE: AGENCIES.
7. APPROVAL OF THESf PLANS BY TH£ CITY ENGJNEE/l DOES NOT AUTHOR!Zf ANY
WORK OR GRADING TO B£ PERFORM£/) UNTIL THE PROPERTY OWNER'S P£RMISSION
HAS 8££11 OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADI:: TO THESE PLANS WITHOUT THt WRITT[N APPROVAL
OF TH£ CITY £NGINE£R, NOTED WITHIN THf REVISION BLOCK, ON TH£
APPROPRIA T£ SHE:ET OF THf PLANS AND TH£ TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME TH£ PROP[RTY OF TH£ CITY l,JPON BEING
SIGNED BY TH£ CITY ENGINEER.
10. TH£ ORIGINAL DRAWING SHALL 8( REVISED TO REFLECT AS-BUILT CONDITIONS
BY TH£ ENGJN[ER-OF -WORK PRIOR TO FINAL ACC[PTANC£ OF TH£ WORK BY TH£
CITY.
11. ACC[SS FOR FIFI£ AND OTH£R EMERGENCY VEHICL[S SHALL 8E MAINTAIN£D TO
TH£ PROJECT SITE AT ALL TIME:5 DURING CONSTRUCTION.
12. WHER£ TR£NCH£5 AR£ WITHIN CITY £ASEM£NTS. A SOILS R£PORT COMPRIS[D
OF: (A) SUMMARY 5H££T, {B) LABORATORY WORK SH££TS AND JC) COMPACTION
CURVES, SHALL 8£ SUBMITTED BY A PROF£S5I0NAL ENGINEER THf STAT£ Of
CAL/FORNI,\ PRINCIPALLY DOING BUSINESS IN TH£ FIELD OF N'PLIED SOILS
Mf:CHANICS. TH£ SOILS REPORT WILL 8£ SUBMITTED TO THE: CITY £NGIN[cRJNG
INSPECTOR WITHIN TWO WORKING DA rs OF TH£ COMPL£f!ON OF FIELD TESTS.
1 J. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION R[GARDING
ADHER£NCf TO RECOMM£NDATIONS OUTLIN£D IN TH£ SOILS R[PORT 15 RE:QUJRED
PRIOR TO TH£ ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL Bf DONE UNDER THE DIRECTION OF A PROF£SSIONAL ENGIN££R OF TH£
STATE OF CALIFORNIA PRINCIPALLY DOJNG BUS!N£SS IN TH£ FIELD OF N'PLIED
SOILS MECHANICS. ALL FILL OR FUTURE: FILL AR£AS SHALL 8( CONSTRUCTED IN
ACCORDANCE WITH TH£ CITY OF CARLSBAD STANDARD SPECIFICATIONS AND TH£
• £ARTHWORK SP£CIFICATIONS • ATTACHED TO THf PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION R[PQRTS WILL B£ SUBMITTED TO TH£
PROJ£CT INSPE:CTOR.
14. A PRfCONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THf
BfGINNING OF WORK AND SHALL BE ATTENDE:D BY ALL REPRfSENTAVVES
RESPONSIBLE FOR CONSTRUCTION. INSPECTION, SUPERYfSIQN. TfSVNG AND ALL
OTHER ASPECTS Of THE WORK. THf CONTRACTOR SHALL SCHEDULE: A PR£CONSTRUCTION
ME:ET/NG BY CALLING TH£ IN5P£CTION LIN£ AT (760) 438-389 I AT L£AST (5) WORKING
DArs PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE: (;RAD/NG PERMJr WILL Bf PROVIDED BY
TH£ PROJECT INSPECTOR AT TH£ M£ffiNG,
15. ALL INS{'[CTION REQUE:STS OTH£R THAN [OR PRE:CONSTRUCT!ON MEETING WILL Bf
MADE BY CALLING THE £NG/NEERING 24-HQUR INSPECTION REQUE:ST LINE AT
(760) 43B-3891,INSP£CTION REQUESTS MUST BE RECEl\lfD PRIOR TO 2:00 P.M,
ON THE DAY 8£FOR£ THE INSPE:CTION IS NEE:DED, INSPECTIONS WILL 8! MAD£
TH£ N£Xf WORK DAY UNLE:SS YOU REQU£$T OTHERWISE. R£QUE5TS MAD£ AFTER
2:00 P.M. WILL 8£ SCHEDULED FOR TWO FULL WORK DArs LATER.
16, THE OWNER AND/OR APPLICANT THROUGH THf DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL 8£ SOL[LY RESPONSIBLE FOil CONFORMING TO ALL LOCAL,
STAT£ AND FtD£RAL 5AF£TY AND H£ALTH STANDARDS, LAWS AND R[GULATIONS.
17. TH£ CONTRACTOR SHALL CONFORM TO LABOR COD£ SECTION 6705 BY SUBMlmNG
A DETAIL PLAN TO TH£ CITY tNGINEER AND/OR CONCERN£0 AG£NCY SHOWING
THf DESIGN OF SHORING, BP.ACING SLOPING OR OTHER PROVISIONS TO B£ MAD£
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING TH£
EXCAVATION OF SUCH TR£NCH OR TR£NCH£5 OR DURING THE PIPE: INSTALLATION
THEREIN. THIS PLAN MUST Bf PR[PARED FOR ALL TR£NCHES FIV£ F££T (5') OR
MORI:: IN DEPTH AND APPROVED BY THE: CITY ENGJNE£R AND/OR CONC£RNEO
AGENCY PRIOR TO EXCAVATION. If THE PLAN VARIES [ROM THE SHORING SYS[[II
STANDARDS ESTABLISHED BY · TH£ CONSTRUCTION SAFETY ORDERS, TITLE 8
CALJFOl?NIA ADMINISTRA11VE COD£ THE PLAN SHALL BE PRE;PARE:/J BY A
REGISTERED ENGINEER AT THE: CONTRACTORS EXPENSE;, A COPY OF THE: OSHA f:&~~H8~ PERMIT MUST BE SUBMITTED TO THE: IN5P£CTOR PRIOR TO
1 B. NO BLASTING SHALL 8£ PERFORM[D UNTIL A VALID BLASTING P£RMIT HAS 8££11
OBTAINED FROM TH£ CITY Of CARLSBAD. SUBMIT APPLICATION FOR BLASTING
P£RM/f WE"LL IN ADVANCE: OF THE SCH[DULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVER(D WITHIN ANY WORK AR(A
DURING CONSTRUCTION, QP[RATIONS Will CEASf IMME:DIATELY, AND THE
PE:RMJTTEf WILL NOTIFY THE CITY ENGJNE£R. OPE:RATIONS WILL NOT RESTART
UNTIL TH£ P£RM!TTE£ HAS REC£IV£D WR!TTE:N AUTHORITY FROM TH£ CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON TH£ 5/Tf OR ADJAC£NT THERETO, INCLUDING
WARMING UP, REPAIR. ARRIVAL, OEPARTUR£ OR OPE:P.A TIO/I OF TRUCKS,
£ARTHMOVJNG £QUIPM[NT, CONSTRUCTION EQUIPM£NT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL 8£ LIM/TEO TO THE P£RJOO BETWEEN 7:00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIOAY AND NO £ARTHMOVING OR GRADING
OP£P.ATIONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDArs IS AVAILABLE: AT TH£ £NGINE[RJNG D£PARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTtS SHALL BE SUBMITTED BY THE CONTRACTOR TO Tlfr
CfTY ENGINffR FOR APPl?QVAL TWO FULL WORKING DAYS PRIOR TO BfG/NNING Of JfQBK,
22. IMPORT MATERIAL SHALL 8£ OBTAINED FROM, ANO WASTE" MATERIAL SHALL 8£
DEPOSITED AT, A SIT£ APPROVED BY TH£ CITY £NGINffR, THE CONTRACTOR
SHALL BE R(SfONS!BLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJAC[N[ STREETS AS A RESULT Of THE GRADING OP£RAT!ON,
2J. BRUSH SHALL 8( REMOVED ONLY WITHIN THE' AREA TO 8£ GRADED. NO TREES AR£
TO 8£ REMOVED UNL£SS SP[CIFICALLY NOTED ON TH£ PLAN.
24. ALL AR£AS SHALL 8£ GRADED TO DRAIN. GRADING RESULTING IN TH[ PONDING OF
WA/ER IS NOT P£RM/TT£0. ALL £ARTH£N SWALES AND DITCHES SHALL HAV£ A
MINIMUM ON£ P£RC£NT SLOPE.
25. TH[S£ PLANS AR£ SUBJE:CT TO A $I(,NEQ AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL 8( AS SHOWN AND AS APPROVED BY
TH£ CITY £NG/N[£R OR AS DIRECTED BY THE PROJ£CT INSPECTOR.
26. ALL SLOPf:S SHALL 8£ TRIMM[D TO A FINISH GP.AD£ TO PRODUCE: A UNIFORM
SURFACf AND CROSS SE:CTION. TH£ SIT£ SHALL BE LEFT IN A N£AT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8( REMOVED
AND DISPOSED OF AT A SIT£ APPROVED OF BY THE CITY £NGINE£R.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROS[ED£D
WITHIN T£N (10) DArs OF TH£ TIME WHEN fM;J:J SLOP£ JS BROUGHT TO GRADE
AS SHOWN ON TH£ APPROVED GRADING PLANS.
28. LANDSCAPING SHALL B£ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAi.. TH£ LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 451-BL, AND/OR AS DIR£CT£0 BY TH£ CITY
£N(;INE£R OR PLANNING DIRECTOR.
-------
WORK TO BE DONE 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
TH£ WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH TH[ LANDSCAPE
ANO IRRIGATION PLANS AND THE IMPROVEME:NT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCf WITH TH£ LANDSCAP£ MANUAL TIM£ REQUIREM£NTS.
JO. STORM DRAIN PJPf S/iALL 8£ RfJNFORC[O CONCR£f£ P/Pf WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIP£S, UP TO 15" PVC MAY Bf
UTILIZED PROVIDED DEPTH IS LESS THAN 15 f££f AND BACKFILLED WITH 3/ 4 •
ROCK P£R SDRSO S-4 TYPE •c• AND PIP£ MEE:TS ASTM STANDARD JOJ4 FOR
SOR J5 SOLID WALL Pf Pf.
PRECISE GRADING
VILLAGES OF LA COSTA -THE OAKS NORTH
NEIGHBORHOOD 3.3 SOUTH
THE PRECISE: GRADING WORK SHALL CONSIST OF THE: CONSTRUCTION OF ALL curs ANO FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, ANO PLANTING OF
PERMANENT LANDSCAPING AND PRE:PARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC
MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO TH£ CITY'
STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE
PLANS.
31. WH£Rf AN EXISTING PIP£ LIN£ IS TO BE ABANDONED AS A RESULT OF TH£
GRADING OPERATION, IT SHALL 8£ RE:MOVED WITHIN TW£NTY FtET OF BU/LO/NG
OR STREET AR£AS ANO R£PLACED WITH PROPERLY COMPACTED SOILS. IN OTH£R
AR£AS THE: PIPE WILL 8£ PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGJNE£R.
32. TH£ CONTRACTOR SHALL VERIFY THE' LOCATION OF ALL EXISTING FACILITIES
(ABOV£ GROUND ANO UNDER GROUND) WITHIN THE PROJECT S/Tf SUFFICIENTLY
AH£AD OF GRADING TO PERMIT TH£ REVISION OF THE GRADING PLANS IF If 15
FOUND THAT TH£ ACTUAL LOCATIONS AR£ IN CONFLICT WITH TH£ PROPOS[D WORK.
3J, THf CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE: BELOW) AT
LfAST 2 FULL WORKING OA rs PRIOR TO STARTING GRADING N£AR TH£/R
FACILITIES AND $HALL COORDINATE: TH£ WORK WITH A COMPANY R£PR[SENTA77V£.
UND£RGROUNO SE:RVIC£ AL£RT (800, 422-41 JJ
SOC&£ (800, 660-7343
PACIFIC BELL -S8C COMMUNICATIONS (800 892-0123
ADE:LPHIA COM/.11,JNICATIONS . (760 438-7741
CITY OF CARLSBAD (STREETS ct STORM DRAIN) (760 434-2980
VALL£C/TOS WAT£R DISTRICT (SEWER ct WAT£R) (760 744-0460
CITY OF CARLSBAD (RECLAJM£D WA/ER) (760, 438-2722
J4. P£RMIT COMPLIANCE R[QU/REM£NTS:
A. FOR CONTROLLED GRADING-TH£ APPLICANT HIRES A CIVIL £NG/NEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO G/V£ TECHNICAL ADVICE,
OBSE:RVE ANO CONTROL TH£ WORK IN PROGRESS {15.15.120 A.BJ
CARLSBAD MUNICIPAL COD£.
Ei. PRIOR TO FINAL APPROVAL Of A GRADING PERM![-THE: FOLLOWING
REPORTS MUST Bf SUBMITTED TO THE CITY E:NG/N[ER VIA TH£
PROJECT INSPECTOR { 1.5. 16. 120 A.1 OJ CARLSBAD MUNICIPAL COD£:
(1) FINAL REPORT BY SUP£RVISING GRADING £NG/NE[R STATING ALL
GRADING 15 COMPLETf. ALL EROSION CONTROL, SLOP£ PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND TH£ APPROVED PLANS (OBTAIN SAMPL£ OF COMPLIANCE:
LITTER FROM CITY ENGINEERING D[PARTM£NT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM TH£ SOILS [NGINE[R, WHICH INCLUDES
R£COMM£NDED SOIL 8£AR/NG CAPACITIES, A STATEMENT AS TO
THf EXPANSIVE QUALITY OF TH£ SOIL, AND SUMMARIES OF
Ff[LD AND LABORATORY TESTS, TH£ R[PORT SHALL ALSO
INCLUDE A STAT£M£NT BY TH£ SOILS [NGINE[R THAT TH£
GRADING WAS DON£ IN ACCORDANCE WITH TH£ REQUIREMENTS AND
R[COMMENDATIONS OUTLIN[D IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPL£M£NTS THERITO.
( 4) R£PORT WITH AS-BUILT G[OLOGJC PLAN, IF REQUIRED BY THE:
CITY.
JS. UNL£SS A GRADING P£RM/T FOR THIS PROJECT 15 .ISSUED WITHIN ON£ (1)
Y£AR AFTER. TH£ CITY £NGINEER'S APPROVAL, TH[S£ PLANS MAY BE R£QUIRED
TO BE R£SUBM/TT£D FOR PLANCH£CK. PLANCHECK FE[S WILL 8£ REQUJRE:D FOR
ANY SUCH RECHECK.
36, THE' SOILS REPORT TITL£0 'VILLAGES OF l!'I COSTA, THE' OAKS NORTH,
NEICHBORHOOO 3.3(SOUTH)" PREPARED ~'( G£0CON AUGUST 14, 2007,
AN!) UPDATEO LETTER APRIL 21, 2008, SHALL BE CONSIDERED AS A
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE: DONE IN
ACCORDANCE: WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID $OILS REPORr.
Jl. IN ACCORDANCE WITH TH/£ CITY' SUSMP, ALL STORM DRAIN INLETS
CONSTRUCTED BY' THIS PIAN SHALL INCLUDc "STENCILS" Be ADDEO TO
PROHIBIT WAST£ DISCHARGc DOWNSTREAM. STENCILS SHALL 8£ ADDEO
TO TH/£ SATISFACTION OF THE: CITY' ENGINEER.
LEGAL DESCRIPTION
lA COSTA OAKS NORTH NEIGHBORHOOO 3.3 SOUTH (C! 05-15}
LOT 19 THROUGH 35 ANO 80 THROUGH 115 OF THf CITY' OF CARLSBAD
TRACT Cr. 05-15, VILLAGES OF IA COSTA -IA COSTA OAKS NORTH -
NEIGHBORHOOD 3.3, IN TH/£ CITY' OF CARLSBAD, COUNTY' OF SAN DIEGO,
STAT£ OF CAUFORNIA, ACCORDING TO MAP THEREOF NO. 15596 FILED IN THE
OFF/Cc OF THE: COUNTY' RECORDER OF SAN D1£GO COUNTY' ON AUGUST 22,
2007 AS FILE NO. 2007-0560436.
APPIJCANT /OWNER
LC OAKS 3.3 LLC
4747 MORENA 80UL£VARO SUIT£ 100 SAN DIEGO, CA 92117
(858) 490-2300
LEGEND OF ABBREVIATIONS
TC
GB
BC
EC
HP
LP
FL
IMP
C.I. c.o.
RCP
TOP OF CURB
GRAOc BREAK
BEGIN CURVc
ENO CURVE
HIGH POINT
LOW POINT
FLOW LIN£
IMPROVEMENT
CURfJ INLET
CLE:ANOUT
REINFORCED CONCRETc PIPE
C.8:
£VC
BVC
FG
ST
RT
LT
FS
N. TS.
TW
TF
CATCH BASIN
END VERTICAL CURVE:
BEGIN VERTICAL CURVE:
FINISHED GRADE
STREET
RIGHT
LEFT
FINISHED SURFACE
NOT TO SCALE:
TOP Of WALL
TOP OF FOOTING
N. T.S.
SOILS ENGINEER'S CERTIFICATE
I, SHAWN WEEDON, A REG/STEREO CIVIL & GEOTECHNICAL ENGINEER IN TH£ STAT£ OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOIL MECHANICS, HEREBY OPINE THAT A SAMPLING
ANO STUDY Of TH/£ SOIL CONDITIONS PRFYALENT WITHIN mis SIT/£ WAS MAD/£ 8'( G£0CON OR UNDER TH£
DIRECTION OF G£0CON BETWEEN TH£ OATES OF APRIL 26, 2006 ANO APRIL 8, 2007 AS SHOWN IN REPORT
'VILLAGES OF LA COSTA, THE OAKS NORTH, NEIGHBORHOOD J.3{SOUTH}" DATEO AUGUST 14, 2007, ANO
CEOCON LETTER DATED APRIL 21, 2008. TWO COMPLETE COPIES OF TH/£ SOILS REPORTS COMPILED FROM
THIS STUDY, WITH MY RECOMMENDATIONS, HAVE: BEEN SUBMITTED TO TH£ OFFICE OF THE CITY' ENGINEER.
FURTHERMORE, I HAVE: R£V/£W£0 THESE PRECISE GRADING PLANS ANO CERTIFY n1AT TH£ RECOMMENDATIONS
INCLUDED IN mE SOILS REPORTS FOR THIS PROJECT HAVE: BEEN INCORPORATED IN THE PRECISE: GRADING
]J[£C/FICAT/ONS. t:f/~~s ~'ll. ~~o -
SHAWN WEEDON DATE I;:! ..._1;-,:,,..s ~, .. ; G.£. NO. 2714 EXP. DATE: 06-30-0!J """"~ _
~~?~ "DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF n1E' PROJECT AS
DEFINED IN SECTION 8703 OF TH/£ BUSINESS ANO PROFESSIONS CODE, ANO THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT TH/£ CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS 8'(
TH/£ CITY' OF CARLSBAD DOES NOT RELIEVE: ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
: FIRM: HUNSAKE:R & ASSOCIATES
ADDRESS: 9707 WAPLES STREET
CITY, Sr.: SAN DIEGO CA
TELErr:{~1 558-4500
BY: ~1---,~1-1lfM L
DAVID A. BLALOCK
P.£. NO.: RCE 62891
EXPIRATION DATE: ..,6,,_l,"'30,e;/~1"'0'--------
SOURCE OF TOPOGRAPHY
DATE:, 1/nloa
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED 8'(
AERIAL SURVEY BY SAN-LO AERIAL SURVEYS (1-30-97)
ANO FIELD SURVEY BY O'OAY CONSULTANTS IN APRIL, 2001.
TOPOGRAPHY SHOWN HEREON COMFORMS TO NATIONAL MAP
ACCURACY STANDARDS. "EXISTING CONTOURS" REFLECT
ROUGH GRADING PER DWG. 446-5A
OWNER'S CERTIFICATE
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL
8£ RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY' ANO ADV/Sc ON THE COMPACTION
ANO STABILITY' OF THIS SITE.
e~ SIGNATURE Ctr.N ~
BY
MANAGER
EARTHWORK QUANTITIES*
CUT:
FILL:
EXPORT:
2,650 -CY
0 -CY
2,650 -er
()"I . 'Z. '3o • "Looa
DATE
'
HUNSAKER
THE PRECISE GRADING WORK SHALL BE PERFORMED IN ACCORDANCc WITH TH/£ FOLLOWING
DOCUMENTS, CURRENT AT TH£ TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY' £NGINEE:R.
I.
2.
J.
4.
5.
6.
CARLSBAD MUNICIPAL COD£.
CITY' OF CARLSBAD STANDARDS.
THIS SET OF PLANS.
CONDITIONS FOR PUD 05-12(A): PLANNING COMMISSION RESOLUTION NO. 6420 DATED
MAY 21, 2008, AND crrr COUNCIL RESOLUTION NO. 2008-201 DATED JULY I, 2008.
TH£ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}.
SOILS REPORT ANO RECOMMENOATIONS BY GE:OCON INC. DATED AUGUST 14, 2007.
7. TH£ SAN 0I£GO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY TH£
CITY' OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL DEVELOPMENT COMMIS/ON PERMIT: NOT APPLICABLE:
!}, I FINAL PROGRAM EIR 98-07 AND THE MITIGl/,TION MONITORING ANO REPORTING PROGRAM.
10. SWPPP PREPARED BY HUNSAKE:R & ASSOCi4TES. DATED JUNE 30, 2008.
WDID NO. 9 37C350656 · I . . --'
"· 12.
SWMP 070040 PREPARED 8'( HUNSAKER & ASSOCIATES DATED JANUARY 10, 2008.
CALIFORNIA STORM WATER QUALITY' ASSOCIATION BMP CONSTRUCION HANDBOOK ANO
CALTRANS CONSTRUCTION SITE BMP MANUAL.
DESCRIPTION
PROJECT BOUNDARY
LEGEND
STD. OWG.
BACKWATER VALVE/SPLIT SYSTEM REQUIRED
PAD ELEVATION
FINISHED FLOOR £L£VATION
G<\RAGE FLOOR ELEVATION
DEEPENED FOOTINGS
WATER LATERAL
SEWER LATERAL
PLAN NUMBE:R (R-RFYERSE}
ELFYATION ANO COLOR SCHEME
LOT NUMBER
FIRE SPRINKLERS REQUIRED
EXISTING RETAINING WALL (PER OWG 420-5A)
STREET NAME SIGN
FIRE: HYDRANT
STREET LIGHT
WATER MAIN
SEWER MAIN
STORM DRAIN
EASEMENT
4 • PVC AREA DRAIN
6" NOS SP££-0 DRAIN {OR EQUAL)
SIDEWALK UNDERDRAIN {SDRSO D-27)
30" X 30" A/C CONCRETE PAO
UTILITY' METERS
FIBER ROLLS {SEE DETAIL ON SHEET 2)
NOTE: IMPROVEMENTS PER DWG NO 446-5 ANO 42!J-7
SYMBOL
la£I
PAD=137.60
fF=IJ8.3S
GfF=137.80
PWllllll9\II/!
IA
(EC5)
CID
FR ----~-----
----
QUANTITY
f
I
' 235 LF
;, j
l 5 £A
l 2J LF
53 £A
3390 LI'
ENGINEER OF WORK
QJB1vl DAVID A. 8LALOCK~----
RC£ NO 62891 EXP. 6/30/10
11µ1o,
DATE
BENCH 11ARK
DESCRIPTION:
LOCATION:
STD. STREET SURVEY MONUME:NT
STA. 288+89 E:C ON C£NT£RLIN£
OF £L CAMINO REAL
RE:CORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: Jll.41 NGVO 1929
"AS BUILT"
* QUANTITIES SHOWN AR/£ FOR BONDING ONLY ANO
ARE NOT TO BE' USED FOR BIDDING, BUDGETS
OR On1£R PURPOSES.
& ASSOCIATES
IAN DIECO. INC.
PkANNJNC 9707 Waples Stteet
ENGINEERING San Diego, Ca 92121
SURVEYING PH(058)558~500· FX(1158)558·1414 INSP[CTOR DATE:
REFERENCE DRAWINGS
CITY' OF CARLSBAD DRAWING NO.
CITY' OF CARLSBAD DRAWING NO.
CITY' OF CARLSBAD DRAWING NO.
CITY' OF CARLSBAD DRAWING NO.
CITY' OF CARLSBAD DRAWING NO.
CITY' OF CARLSBAD DRAWING NO.
429-7
42!J-7A
446-5
446-5A
446-51£
446-5F
PROJECT LOCATION BASIS OF BEARINGS
t-----t--+--,----------1----+--+----+--i~ CITY OF CARLSBAD I SHEITSI
SHEET INDEl{
NOTE$ ANO LEGEND
PRECISE GRADING
SHEET 1-2
SH££:T 3-9
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL
NUMBERS 223-841-01 THROUGH 241-841-1~
223-841-25 THROUGH 223-841-45, ANO 223-843-01
THROUGH 223-841-15. TH£ 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 8£ ISSUED BEFORE A
PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT
1.0. NUMBER CALL UND£RGROUNO SERVICE ALERT AT:·
TOLL FREE 1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
THE BASIS OF BEARINGS FOR THIS l__!_j [NG/NEERING DEPARTM[NT 9 SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM -1983, ZONE VI, 1----1----+----------------+-----+--+---l----1 PRECISE GRADING AND EROSION CONTROL PLANS FOR:
1991.35 EPOCH, NORTH AMERICAN VILIAGES OF LA COSTA
DAnJM OF 1983 (NAD83}, GRID THE OAKS NORTII
ff:.'!/iffs1££T1JfEi,gTAJ&~%DJJJr/;'0 Puo o5-12(A) NEIGIIBORHOOD 3.3 SOUTH
AR£ PUBLISHED IN THE CITY' OF ~ CARLSBAD SURVEY CONTROL NETWORK APPROV[D {)_ . DAVID A. HAUSE:R
ESTABLISHED BY RE'CORD OF SURVEY C,. I l l ,2 oo / 1 _ ~~=-==-=-=cc-= !l/7/oi MAP NO. 17271, FILED IN TH/£ OFFICE 'f/10 DAf.l. l/i,,.R/:.PLA ., 5 f 'S •,, ,,/(;, 5/G, l(/7/()1 ~~ii) r.c.vf' DEPUTY CITY £NG/NEER RC£ 33D81 EXP ~/30/10 ' DAT£
OF THE SAN DIEGO COUNTY' RECORDER /0/0"I D~B 17A REv,,, LOT .;t). s11r, I" 1),()11) EiVF' DWN BY:--,.-c---PROJECT NO. DRAWJN~ NO.
ON FEBRUARY 8, 2002. IE: N DATE INITIAL DATE: INITIAL OATE: INITIAL CHKD BY: _,IA~~-CT OS-l S
04'55'39" W ENGINEER OF WCR/ REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD eyJ'v 446·58
R•\05 71 \ &Eng \Precise Gro cling \05 71PG0I, c/wgtJSep-18-2008,J o, 4 9 W.O, No. 2301-001 J
8/1,(_ :
f ' '
·,
'
·: 1--------
I '
' '
lo 1 os 10
I I i ;11Wrn '11
i
/
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROY MALCSAAC AT
(619} 921-3107,
KEY MAP
SCALE: 1 "=200'
PROJECT BOUNDARY
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SE:ASON. ALL
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
-----LOT LINES
3. DEVTCES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
WORKING ORDE:R 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
UNCOMPLE:TED GRADING OPERATION$ OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE. --
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
200 0
LOT NO.
SHEET NO.
200 400 800 PHASE 3
. -
SCALE 1 •= 200'
MODEi.Sr::.,~ AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
PROJECT BOUNDARY~
.,,--------------PHASE 1 ,,
_/ ® 0
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN SHALL BE INCORPORATED HEREON. ------------
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAJN AWAY
FROM THE FACE OF SLOPE AT THE CONCLUSION OF E:ACH WORKING
DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND
OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM
AGGREGRATE.
1. SHOULD GERMINATION OF HYOROSEEDED SLOPES FAIL TO PROVIDE
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO
NOVEMBER 1 S, 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 PERMANENT AND TEMPORARY [ROS/ON CONTROL PL.ANTING ANO IRRIGATION SHALL BE INSTALLED ANO MAINTAINED
AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS ANO THE FOLLOWING:
A.
8.
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 H£IGHT AND ADJACENT
TO A PUBLIC WALL OR STREET.
b. ALL SLOPES 4 >£ET 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 AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS
IMMEDIATE TREATMENT.
HYDROSEEDED AREAS SHALL 8£ IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA:
1. ALL SLOPE:S THAT ARE: GRADED 6:1 OR STEEPER AND THAT ARE::
a. THREE TO EIGHT FE:ET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK
COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER
HEADS PROVIDING 100Jl COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 1 OOJl COVERAGE:.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATE:O AS APPROVED BY THE CITY ENGINEER, PRIOR TO
4
HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE
C.
D.
£.
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.
HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
o. 20 lbs. PER ACRE: OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE _
c. 3 lbs. PER ACRE OF £ SCHOOL CIA CAL/FORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOL/A
~.·. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) ,. 1 /2 lb. PER ACRE OF DIMORPHbLECA . .
g. liEMS 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 MATERIALS SHALL 8£ 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 TH£ RATE OF ND LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW)
MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW JS
USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
:J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE:, 16-20-0 WITTf 15:f SULPHUR APPLIED AT THE
RATE: OF 500 lbs. PE:R ACRE. '
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
o. TRACK WALKING SLOPES STEEPE:R THAN 6: I
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE sumCIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABO\IE'.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR Pl.ANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEE:D BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED
VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY
LANDSCAPED OR, FOR AREAS WHERE HYDROS££DING IS THE PERMANENT LANDSCAPING UNTIL THE PROJECT IS COMPL£T£0
AND ALL BONDS RELEASED. '
HUNSAKER
& ASSOCIATES
SAN DIECO. INC.
PLANNING 10Tl9 Huennekens Street
ENClNEER.INC 5an DieiO. c:a 9zm
SURVEYING PH(i!SB)SSll-4500 · FX(i!SB)SSl-141'
-------------
-@
15 c,, ®
<ID ,.
® -
® ®
PANOR A
;-~~PfH~AS~EUU6 L....I.C_L._l-L_ JL-t _J-__ L_ .l_-1_:-JLJ_Ll.-L__L.--....-• ~ ---
GENERAL NOTES
1. SEE TRACT MAP AND EASEMENT PLATS FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION.
2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798.
.J. FRONT, REAR AND SIDE YARD DIMENSIONS SHOWN ± ARE APPROXIMATE.
4. SETBACKS ARE MEASURES TO THE: NEARE:ST VERTICAL PROJECTION.
5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE.
6. SEE ENGINEER'S PLANS FOR LOCATION OF UTILITIES.
7. NO DRNEWAYS SHALL EXCEED 10:f GRADE WITHOUT A 4' VERTICAL CURVE AT GARAGE
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 8£ GRADED IN ACCORDANCE: WITH CITY OF CARLSBAD.
1 I. 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 8£ 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 8£ REPORTED TO OWNER
AND CONTRACTOR FOR RESOLUTION. .
1 7. WALLS AND FENCES ARE NOT PART OF THIS PERMIT. SEE LANDSCAPE PLANS.
18. ALL PVC DRAIN LINES SHALL BE 4" SOLID WALL {UNLESS OTHERWISE NOTED},
SCHEDULE 80, 1 !f MIN SLOPE.
19. ALL DRAINAGE INLETS CONSTRUCTED ON BU/WING PADS SHALL BE NDS 6" SPEE-D BASIN
OR EQUAL. ALL DRAINAGE INLETS CONSTRUCTED WITHIN THE PUBLIC RIGHT OF WAY SHALL
BE BROOKS 012424-24" SQUARE CONCRE:TE CATCH BASIN WITH METAL GRATE OR EQUAL.
20. ALL LOT DRAINAGE SWALES ARE TO BE A MINIMUM OF 1.0 Jr SLOP£.
21. ELEVATIONS ON THIS PLAN SHOWN AS "51.00" ARE TRUNCATED IN THE ONE HUNDREDS
PLACE BY 500.00 AS APPLl(;ABLE. 1£. 51.00 = 551.00
22. SETBACKS FOR TH/$ 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 AUGUST 14, 2007 AND
UPDATE LffiER DATED APRIL 21, 200B SHALL BE CONSIDERED AS A PART OF THlS
PRECISE GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
24. FOR ROUGH GRADING PLANS AND SPECIFICATONS SEE CITY OF CARLSBAD DWG. NO. 445-54.
25. STREET. CURB, .t PAD ELEVATIONS ARE PER EXIST. PLANS ck SHOULD 8£ VERIF{ED IN TH£
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 04/30/08.
27. DRIVEWAY PAVING MATE:RIAL TO BE 4" P.C.C. MIN.
28. STREET ADDRESS SHALL BE: LOCATED ON BUILDING EXTERIOR IN ACCORDANCE WITH CITY
FIRE CODE.
29. SEWER If. CLEAN-OUTS ARE PER VWD.
30. AN APPROVED BACKWATER VALVE IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES
LOCATED BELOW THE ELEVATION OF THE: NE:XT UPSTREAM MANHOLE COVER. FIXTURES
ABOVE SUCH ELEVATION SHALL DISCHARGE: THROUGH THE BACKWATER VALVE.
PL 8
7 r_ 1,i B !!)
lfo· MIN.,
I( ~~ ii' -~
I I "'~ I
SIT BACKS SET BACKS
PER PLAN A I A PER PLAN
C C
NO MOUNDING IN THIS AREA (TOP OF SLOPE 0.5' MIN ABOVE
SWALE &: NOT TO EXCEED FINISH PAD ELEV.)
PLACE FIBER ---ROLLS DURING NOTE; SURFACE WATER TO DRAIN AWAY
FROM THE BUILDING. GRADING OPERATIONS
CUR~
NOTE: WALKWAYS ARE FOR REFERENCE ONLY
AND NOT TO BE CONSTRUCTED NOTE; SID£ SLOP£ RATIO VARIES
PER THIS PRECISE: GRADING PLAN 4' AND UNDER ARE 1.5; 1 &
OVER 4' ARE 2:1.
PLAN VIEW
N.T.S.
PL VARIES
5' MIN
I 1' MIN. J' MIN'
6" MIN.
• 5" TYPICAL UNLESS
OTHERWISE: NOTED
D£EPEN£D FOOTING
WH£N RE:Q'D .
(SEE DETAIL BELOW)
SECTION 8-8
N. T.S.
SECTION A-A
N.T.S.
EXISTING BERM TO REMAIN AND
CONTRACTOR SHALL MODIFY FENCE:
HEIGHT AND LOCATION AS NECESSARY
TO COMPLY WITH CITY REQUIREMENTS
5' MIN
J' MIN* 1' MIN
BLDG PAD ELEV.
"'~ 2% 1,\1 -:I! 21 % IA}\)(,
ELEV. MUST BE EQUAL
TO BLDG. PAD ELEV. OR
HIGHER
PL
H IN FEET L IN FEET
0'-5 -
5'-20· 2.5'
20'-40' 5'
OVER 40' 10'
SLOPE ROUNDING DETAIL
(DOES NOT APPLY TO
SIDE: SLOPES BETWEEN
RESIDENTIAL UNITS)
DEEPENED FOOTING
WHEN REQ'D
(SEE DETAIL BELOW)
• 5' TYPICAL UNLESS
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 ck AS
MEASURED FROM ROAD SURFACE)
N.T.S.
2• MIN
4• MAX
12" MIN'
DRIVEWAY-APPl?OACH
BLDG
D ,vvvv--. D NOTE: t
PLAN VIEW
l DEEPENED FOOTING
DEPTH ON THIS DETAIL
IS DIAGRAMMATIC; SEE
PLAN FOR ACTUAL
DEPTHS N.T.S.
~ T -1% MA)(
2.0' MINIMUM
FOOTING DEPTH L (PER ARCHITECTURAL
DRAWINGS) Lo.6' D.F .
SECTION D-D
N.T.S.
TYPICAL DEEP FOOTING DETAIL
N.T.S.
14• TreANSITION
6"-B" ABOVE
STRAIGHT GRAD£
GARAGE SLAB
STRAIGHT GRAD£ FROM BACK OF -----• ORNEWAY APPROACH TO GARAGE SLAB.
NOTE:
1) THE MAXIMUM DR~Y SLOPE, M£ASURED ON THE LOWfR OR STEEPER
SIDE OF TH£ DRNEWA Y. SHALL BE 14JI. SLOPES EXCEEDING 14X SHALL
REQUIRE SPECIFIC APPROVAL BY THE CITY ENGINEER.
2) WHEN TH£ MAXIMUM DRIVEWAY SLOP£$ EXCEEDS 10JI, INCORPORAT£
TRANSITIONS AS SHOWN ABOVE: THIS "ROLL" IN THE DRNEWAY IS INTENDED
TO HELP AVOID BOTTOMING BY LONGER VEHICLES AND TO MAKE:
THE DRIVEWAY MOR£ PLEASING VISUALLY.
DRIVEWAY TRANSITIONS FOR
DRIVEWAY EXCEEDING 12% SLOPE
N.T.S.
ENGINEER OF WORK
~Bal ;;;BLALOCK
RCE NO 62891 EXP. 6/30/10
'112.2/08
DATE
BENCH 1'1ARK
DESCRIPTION: STD. STREET SURVEY MONUMENT
FIBE:R ROLL a• MIN LOCATION; STA. 288+89 £C ON CENTERLINE:
WOOD STAKE:
J/4"xJ/4" MAX
4' SPACING
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERnCAL CONTROi.
£L£VAnON: 311.41
"AS BUILT"
NGVD 1929
DATE ·
I
TYPICAL CORNER LOT
SIGHT DISTANCE SETBACK FIBER ROLL RC£ ____ EXP.
N.T.S. N.T.S. R[VIEWED BY:
INSPECTOR DATE
l------+--+-----------l----+-------1--1----.1~ CITY OF CARLSBAD I SHEETS I L_:____J ENGINE.ER/NG OEPARTMENT 9
DA TE INITIAL
ENG/NEEi/ OF WOii
DATE INITIAL DA TE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
PRECISE GRADING AND £ROS/ON CONTROL PLANS FOR:
VILLAGES OF LA COSTA
THE OAKS NORTH
Puo os-121A NEIGHBORHOOD 3.3 SOUTH
DWN BY: ~
CHKD BY.· r-f'i • RVWD BY:
PF/OJECT NO.
CT 05-15
Df~AWlNG VO.
446-5H
R:\0571\&Eng\Precise Grading\0571 PG02.dwg[]Sep-17-2D08:12:22 W.O. No. 2301-0013
BIN ;
!
I
(]
HUNSAKER
& ASSOCIATES
SAN DJEtO, INC.
PLANNING 'fl07 Waples St~
ENGINEERING San Diego, Ca 92121
Q)
tu w :c en
w w en
LOT Bo
,:"' -o;
' I
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I
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l
l
l
l
38.2
L
7'
4.2'
37.89
r
37.6
FL
GFF-538.71 --------------""
•
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§! I
5.8' •
I
l . , ., l . \
I .
+:I -I "' <;:i
' ' ' ' ' ' ' ' ' • ' 37,~8 y FL 21.11' -~I : ~
.,; 7 F"'L _ __.t.:,c::J ' ' ' '
I --------.......___ ' ....
/./"·--~--=:-:==::i,..i:it:------..;:-.._ ','
,./ ,,. _,,';/' ·----..:::: . ,/ /
,/ /,,.. ~"'
// 1/-✓-~ ,.,,-\ \
/ \ \ \
I
SIT O BAHIA ', ---'-~---•i\--:::::::::::::"-f-;~-..i_--(
M8 \
\
------+---
LO7 91
\
' \
\
\
' '
\ .--· .
. ----·-
LOT 85
SEE SHEET 5
(MODELS, LOT 92-94).
' ' '
LOT B4
" ~:~c:_.1 W ___ _.,
0 20
LOT 121
HOA OPEN SPACE
\
l
40
,, ,,
,
-,,. ..... ., ....
60
LOT BB
SEE SHEET6
BACKWATER VALv'E TABLE
lJJ1.i R[QUIRED
92 ....................................... NO
93 ....................................... NO
94 ....................................... YES
FOR EXISTING IMPROVEMENTS
SEE DWG NOS. 429-7 &: 445-5
ENGINEER OF v\TORK
~8'11 1/22/Qs
DAVID A. BLALOCK
. '<CE NO 6289 1 EXP . 6/30/10 DATE
BENCH MARK
Of.SCRIPT/ON: STD. STREET SURVrr MONUMENr
LOCATION: STA. 288+89 EC ON CENTER UN£
OF EL CAMINO REAL
RECORD Fi?OU: SN/ DltGO COUNTY
VERTICAL CONTROL
ELEVATION; 311.41 NGVFJ 1929
"AS BUILT"
,RC[ ____ EXP.
RF:VIEWE:O Br
iNSPECTOR DATE
l--------l---+--------------1---------l------1------l--------'~ CITY OF CARLSBAD I S.'/EE.TS I ~ ENGINEER/NG DEPARTMENT 9
l-----+----+-----------------+-----+-~---1----1----1 PRECISE GRADING AND EROSION CO."ITROL PLANS FOR;
1---------,l-----+----------'-----------+---+--l-----+-c--i
VILLAGES OF LA COST . .\
THE OAKS NORTH
PUD 05:_12 A NEIGHBORHOOD 3.3 SOUTH
OWN BY: ___ _ PROJECT NO.
CT05-l5
0.1?!' W/1/G NO.
446-SH
SURVEYING PH(858)55!1-4500· FX(858)558·141-f
DAT£ iNff/AL DATC IN/7/Al OATC IN/TIAL o;;HKD SY: l"o/J----
ENC!NEEff OF WOR REVISION DtSCRIPTION OTHEI' APP,SOVAL CITY APPROVAL l?VWD IJYf ,-~--.--------~==-==--~><~ ~-~..,.~.,.. =""'"""""'....,,,........=-·"'=:"'"· -:-:---~~"'~·------------------~~~=====~~~~~~~====~~ · -, _ R,\0571\&E~i,\Preclse Gr~cilng\0571PG03.ciwg[JSep-10-2008•12•58 'N.O. No. 2301-001.3 -__ ---· -~--=~ ~ ,_..i.:'~:"' _ ----~ -, -, BIN : __ ....._:__....:._~ ' ~ --------. __ ._--L,a __ ~,...-,-: •• ...._---.,,.__,_ ,.-,_,__ ----·-·---~ ----,..,... ---~--:· ::· .• _-s-=---"""---'c -""= ,~,__
-,
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
l'lANNINC '1707 Waples Street
ENQNffilNC San Die&o. Ca 92121
SURVEY!NC PH(656)558-4500 · FX(858)558·1414
LDT 84
,.._
tu w ::c en
w w en
C C ,.__
0 -.. -· ,
' I:, 2B.35
I FL
-5.5·
LOT 121
HOA OPEN SPACE
58,011
60.00'
50.26·
I I -------
I ~ 29. IO C I 50. 1 I
.d-~ b ... t ,..... -·-
I
'-,
rs~"'il::-:,-1 2a.J5 .. FL
7.5· I
I
I
LDT 112
LD1 121
HOA OPEN SPACE
(PHASE 1, LOTS 97-102; 113-115)
{J9 L 'FB 530.92' bl'.
29.54 7 t
FL
PLAN IBR
PAD= 530. 50
FF=531.25
(FR)
60.02' .
\ I 41.ao
I
.~
I
LOT 35
LD1 05
LOT 86
140.58'
I\ 0, . ·I£-I-~ w -w ::c en
w w en
40 60
SCALE I'= 20•
BACKWATER VALVE TABLE
J..QIL RfOUJR•D
97 ......................................... NO
98 ......................................... NO
99 ......................................... NO
100 ...............•.•................•.... NO
101 ....................................... NO
102 ....................................... NO
11J ....................................... .vo
114 ....................................... .vo
115 ........................................ vo
FOR EXIST/NS IMPROVEMENTS
SEE DWG NOS. 429-7 .!t 446-5
ENGINEER OF WORK
f2):a1U r6w11
DAVID A. BLALOCK
R~E NO 62891 EXP. 6/30/10 DATE
BENCH MARK
DESCRIPTION: STD. ST8EE:T SURVEY MONUMENT
LOCA OON: STA. 288+89 EC ON CENTffiLINE or EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
W::RTICAL CONTROL
ELn'ATION: 311.41 NOVO 1929
"AS BUILT"
RC£ ____ EXP.
RE' 1/EWED BY:
INSPECTOR DATE
1----t-----+-----------+----+-------lt-----l-------l ~ CITY OF CARLSBAD ! SHEETS I L__±_J ENGINEERING DEPARTMENT 9
PREC,S£ GRADING ANO £ROS/ON CONTROL' PLANS FOR:
VILLAGES OF LA COSTA
THE OAKS NORTH
t-------+----+--~----------+-----l----lf----1-----t PUQ 05-12A) NEIGHBORHOOD 3.3 SOUTH,
APPROVED DA v10 A. HAUSER
&. TE INIT/Jil
ENGINEER OF WOR REVIS/ON DESCRIPTION
11/7/0&
DF:PUT'I' CITY ENGINEER RCE 33081 EXP B 30 IO 1 ' DATE
DA~ ,'NJTIAL
OTHER APPROVAL CITY APPROVAL
Ri\0571 \&Eng \Precise GrQding \05 7 IP G04.dwg[JSep-og-20 os,15,55
P.'?OJECT NO.
CT 05-15
DRAWING NO.
446-SH
W.O. No. 2301-0013
£JIN :
(
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HUNSAKER
& ASSOCIATES
SAM OliCO, INC.
PIANNINC '1707 Waples Street
ENQNEERJNC San Diego, Ca g2121
SURVEYING PH(8S8)SS8-4S00 · FX(858)5S8-141♦
. . :,. . . }_
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LDT 89
SEE SHEET 9
Lor 90 LDT 91
(S) -...... 62.30'
.
I , '"' I
~::::::::
' ~ ' ..
>ti V V
Lor 38
Lor 1B
(PHASE 2, LOT 19-21, 84-88 )
SEE SHEET 3
Lor B2
Lor 11
16.49' • ~
I
t
t
t
I r
r
-· -45.10 / HP
LDT 93
I
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47.64'
:,
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I
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Lor 1s
.. -.
Lo-r 83
Lor 22
0
co
tu
UJ :c en
UJ
UJ en
20 40 60
SCALE !'= c'O'
BACK'IVATcR 'IALVE TABLE
~ PE:QUIRED
19 ...................................... YES
20 ...................................... YES
21 ....................................... NO
84 ....................................... NO
85 ....................................... YES
86 ....................................... YES
87 ...................................... NO
88 ....................................... NO
FOR EXISnNG IMP.'?OVEMENTS
SEE DWG NOS. 429-7 & 446-5
ENGINEER OF WORK
Gl/!Jlit 1/uh,
DAVID A. BLALOCK DATE RCE NO 62891 EXP. 6/30/10
BENCH 11ARK
0£SCRIPTION: STD. STREIT SURVEY MONUMENT
LOCATION: STA. 288+89 EC ON C£NT£RLINF:
OF EL CAMINO REAL
RECORD FROM: SAN 0/F:GO COUNTY
VERTICAL CONTROL
. ELF:VATION: 311.41
"AS BUILT"
RC£ ____ EXP. ----
R£V!EW£0 BY:
!NSPECTO!'I
NGVD 1929
DATE
DAT£
l-----t--+----------+----+---t-----l-----1~ CITY OF CARLSBAD I SHEETS I l____Q_J £NG!N££RING DEPA'?TMENT 9
l---+---+-----------------+----+----1----l---1 PRECISE G'IADING AND FROS!ON CONTROL PLANS FOR:
VILLAGES OF LA COSTA
THE OAKS NORTH .
1-----+--+------------''----+----+-___.~---a---l PUD 05-12'A) NEIGHBORHOOD 3.3 SOUTH
APPRO'IED DAi/D A. HAUSER
l----+---+-------------+----l----+-~f------11------= rf._____1.~":::::::_~-11)7/08
l----+---+-----------------+----+----1----l---l ~rC::£.::P:::UTY===C/:::TY::::::£:::''=Gi::Nt::;T~.l?=:RC:=E~3:;;30=8=/:;:;EX::P:::::6:::3:=0::::i;"O;=::::l='=DA=T=E=;
OWN BY: -~--;PROJECT NO. DRAWING NO.
446-5H DATE .'NIT/AL
ENGINEER OF NOP. REVISION DESCRIPnON
DA TE !NITfAL DA TE lNlTJAL CH D 8" rA f---'::..:CC'-..-L..C.C~c..+_ccc.=-..i...::=~ K ,: --,1,"v"",r+---CT 05-1 S
0 T,t,£~ APPROVAL CJ1Y A."P.~OVAL RWtD BY: t
R•\.O571 \~Eng\.Pr eclse Grocilr.g\O57lPGO5.dwg[JSep-lO-2OO8•12•50 W.O. No. 2301-0013
BIN :
(
'
• PIANNING
ENGINEERING
SURVEYING
HUNSAKER
& ASSOCIATES
SAN DIECO, INC
9707 W"f>le, Street
Son Diego, Ca 92121
PH(858)558·4500 · FX(858)558·1414
LO
fij
w :r:
C/J
w w
C/J
LOT B4
1.3.J
LOT 21
•
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44.60
IM
tr1 ,,:
... ~---·d'.,p., '!
,
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4 .96
FL
46.55
FL
t
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46.96
l
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1_: 10. J •,...__. ,--11 1:
-
2
46.27
FL
-,.5
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13.65'
--~ I-'-'-'-'•''-··~-+---
ft !:;1 .,., I
GFF =548:'71
47.
FL
GF8=548.1[l~'~
47 • '
FL QI;> 22
PIAN 28
.. , .. , .. t
t
t
PAD=548,to 7.5'
~I FF=549.'Sli 4.5' ll1El
LOT 15
' ' ' I
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'
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LOT 16
• •
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,./ I :
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LOT 21
~JOA DPEIY SP A CE
31.68
. 5 ~
I ------L
57.,fJ
L FF=552.05
' . '
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\
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s
@
1/-.R p•.J',N 556.20
pAD"555.95
Ff"
:]
99.0,J"
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~==J==~~--. = __ J_t,:-_ -=-_::::_-@:iJ~=~~.1-(nt;-::':::-==---:::::::::::::=------
s , 64.eo
.,.,., .
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12 _,
8'
21.90'
I
---
FF=55~55
0.52
L
(lJ GFB=5s1.e2
.71
L
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I. 12
l
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HP I
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LDT 14
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RIM:~•~.----
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LDT 25
-----.
LOT 7B
--------
LOT 34
'
20 60 •• tit£
-SCALE 1 "-20'
(PHASE 3, LOT 22-25, 35, 80-83)
\ ' ' ' \ \ ' '
BACKWATER VALVE TABLE
J.!2II REQUIRED
22.............. . .................. rrs
23 ...................................... NO
24 ....................................... NO
25 ....................................... NO
35 ....................................... NO
80 ....................................... NO
81 ....................................... NO
82 ...................................... !'E'S
83 ....................... , ............... !'E'S
LOT B4
-
FOR EXISTING IMPROVEMENTS
SEE DWG NOS. 429-7 & 446-5
ENGINEER OF vVORK
9JBUL '!/woe
DAVID A. BLALOCK DATE RC£ NO 62891 EXP. 6/30/10
BENCH MARK
DESCRIPTION: STD. STREIT SURV['( MONUMENT
LOCATION: STA. 288+89 EC ON CENTFRLINE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: 311.41
"AS BUILT"
RC£ ____ EXP. ____ _ DATE
REVIEWED BY:
INSPECTOR DATE
t---+----+---------___Jl------------1-----J----1-----I~ CITY OF CARLSBA.D I SHEETS I L_2__J ENGINEER/NG DEPARTMENT g
l----+---+------------------!------1----1----l-------1 PRECISE GRADING AND EROSION CONTROL PLANS FOR:
VILLAGES OF LA COSTA
THE OAKS NORTH
l---+---+-------------1--------1-----l----1------I PUD 05-12 A NEIGHBORHOOD 3.3 SOUTH
/0 O'f DAG
DA TE INITIAL
£NG/NEER OF WOR REVISION DESCR/PTICJN
•
DATE /NrTIAL
OTHER APPROVAL
DATE INlTfAL
CITY ~PPPOVAL
APPROVED
OWN BY, -,>c---
CHKD BY: +,Ph'------
111/WD BY,
R,\0571 \~En1; \Precise GrQcilng \05 71PG06.ciwgUSep-10-2D08,13,00
PROJECT NO.
CTOS-15
DRAWING NO.
446-SH
l't'.0. No. 2301-0013
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PLANNING
ENGINEERING
SURVEYING
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
9707 Waples Street
San Diego, Ca 92121
PH(858)556·4500· FX(858)556·1414
~ <JI -
77.21 -~ :-< JI.BB "' -....J!P I . ----·-.
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OPTIONAL DECK I I • L-@
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PAD=5J2.00
FF=5J2.75
(FR)
/,@
7GF8=532.42 1\
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LOT 121
HOA OPEN SPACE
4'
0 ~
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•
Lor 121
HOA OPEN SPACr=
-----------------
61.JJ -I 62.00'
JT.40 ~ 0 11
1
62.00'
J0.10 I HP ... ~
-------• I / ·. a,
Jt.09 ) :
I-" i:i:-~========~----'-~ i
• I I OPllONAL ', I I I l VERA"IDA ~
11 -« ~ 0 :
5.8 I I
I 8.6' (I@ 4.5' :
PLAN 2A ,
s•
1
_,t 5.5' PAD=5JT.60 31.JO 1
J1.JO FF=5J2.J ·:'1 r;.i HP (FR) □ •~1 f'\ ®' GF8=5Jl,J5, .-
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529.6 R
\
·-·-·-· ·--····---
29.,fJ
7.5'
s·
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@§)
-...
(PHASE 4, LOTS 103-112) Lor 111
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.
138.0S'
Lor 102
20 40 60
I
SCALE t•~ 20'
Lor 121
HOA OPEN SPACE
BACKWATER VAL VE TABLE
.1.QJ.J f?EOU/RFD
103 ....................................... NO
10'1 ....................................... NO
105 ....................................... NO
105 ....................................... NO
107 ....................................... NO
108 ....................................... NO
109 ....................................... NO
110 ....................................... NO
11 T ....................................... NO
112 ....................................... NO
FOR EXISTING IMPROVEMENTS
SEE DWG NOS. 429-1 <Ir 446-S
ENGINEER OF WORK
~~I/to!
RCE NO 62891 EXP. 6/30/10
J/2.,lto
DATe
BENCH MARK
DE:SCRIPnON: STD. STREIT SURVD' MONUMCNr
LOCAnON: STA. 288+89 EC ON CENT£RUNE
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: 311.41 NGVO 1929
"AS BUILT"
RC£ ___ _ EXP.----DATE:
R£VIEWEO BY:
INSPECTOR OAT£
------·--,--
l-----+-------4------------+------4--+---+--"I SH7EIT I CITY OF CARLSBAD I SHEETS I ENGINEER/NG DEPARTMENT 9
l----+----+----------------f---f---+---+----1 PRECISE GRADING ANO EROSION CONTROL PLANS FOR:
VILLAGES OF LA COSTA
THE OAKS NORTH
1 10 DAB
DA TE INITIAL
£NGINffR OF WOR
NEIGHBORHOOD 3.3 SOUTH
REPLACES SHT. 7 ORIG. SIGNED 11 07 08
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CIT'f APPROVAL
DWN E/Y:--~ CHKD BY.· ,,.,..C&L------
RWID BY:
R, \ 05 71 \~Eng \Pr eclse Gra.cilng \0571PG07 .ciwg[ JM a.r-22-2010•14,4 3
EXP: O.J 1 1
S(!,4//()
DAT£
PROJECr NO.
CT0S-15
DRAWING NO.
446-SH
W.O. No. 2301-0DIJ
BIN :
'•j•
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F--•--. --------
\_:.j
'j .
I
'
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PLANNING
ENGINEERING
SURVEYING
HUNSAKlR
& ASSOCIATES
SAN DIEGO, INC:
9707 Waples Street
San Diego, Ca 92121
PH(858)558·4500· FX(858)558·1414
LOT 26
------------
. ,, ,, ,, . ,, ' .. ,,::-
'
LOT 13
-------·--------------------"------------------.
L01 36
49.97' ----
LOT 12
LOT 38
555.66
RIM
------
\ 56.50
HP
35.18'
LOT 11
"'
)
L01 38
LOT 89
---------sa.:n1---------------~' ~
_HP\ ,:'.!,-·-
59.00
'i!. \
10.81'
? \: I 58
\
' ' ' '
\
1.0 CORTE ALTURA
57.19 \
~I
?I~ '
57.85TG
55.40
58.10
H
5.5'
(UJ'
57.85T,
(}9CGFB=558.57'
58.10
CID
PLAN IXCR
PAD=558.40
FF=559.15
~
•
4'
6.2·
57.85TG
57. 17Fl.
'----5820 I
HP
50.02'
LOT 10
t
5'
4' CJD
5
58.90
HP
PLAN 2BR
PAD=559.20
FF=559.95 5 ~H1itpf'l--,
. 18.20'
PLAN 3B
PA0=559.00
FF=559.75
>r.130 l~NOUdl I ~----l_j----
•
58.25TG
.58Fl.
\ 58.80
HP
60.02'
LOT 9
(PHASE 5, LOT 26-34)
NOTE:
RUNOFF FROM IMPcRV/OUS AREAS
(E.G. ROOF, UNCOVERcD SI.ABS) SHALL,
'rO THE MAXIMUM EXTENT PRACTICABLE,
BE DIRECTcD THROUGH ADJACENT LANDSCAPED
AREAS PRIOR TO REACHING AREA DRAINS.
59.60
5.8
4.5'
LOT 40
2.0:ir
® ,_ GFB=559. 65
PLAN 2AR
PA0=559.90
FF=560.65
\ 5VO HP
60.02'
L01 8
' ' /: ~
..: <:I -
HP
LOT 41
CID
PLAN IC
PAD=561.00
FF=561.75
•7 34' -----------~L---
Lor 7
SCALE 1'=20'
BACKWATER VALVE TABLE
LOT( REQUIRED
26 ....................................... NO
27 ....................................... YES
28 ....................................... YfS
29 ....................................... NO
30 ....................................... NO
31 ....................................... NO
32 ....................................... NO
33 ....................................... YES
34 ....................................... NO
LDT 43
. ;,; __
~:
' ' ' ' ' I
' I
LOT 48
LDT 47
FOR EXISTING IMPROVEMENTS
SEE OWG NOS. 429-7 &-446-5
ENGINEER OF WORK
f2:iBM JL1..wo
DAVID A. BLALOCK DAT£ RC£ NO 62891 EXP. 6/30/10
BENCH MARK
DESCRIPTION: sro. STREU SURVF:'f MONUMENr
LOCATION: STA. 288+89 EC ON CENTERUNI!
OF' El. CAMINO RcAL
RECORD FROM: SAN DIEGO COUNTY
VE:RTICAL CONTROi.
ELEVATION: 311.H NGVD 1929
"AS BUILT"
RCE ___ _ EXP. OAT,E
REVIEWED BY:
INSPcCTOR DATE i----t-----;-------------+---t--+----1---11 SHBEET I CITY OF CARLSBAD I SHEDS I
l:NGINEERING DU'ARTMENT g
t----+---+-----------------l----l---1----1---~ PRECISE GRADING AND £ROS/ON CONTROL PLANS FOR:
1 10 DAB
DATE INITIAL
ENGINEER OF WOR
u,, ti> GivP
REPLACES SHT. 7 ORIG. SIGNED 1 I 07 08
DAT£ INITIAL DAT£ INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
VILLAGES OF LA COSTA
THE OAKS NORTH
NEIGHBORHOOD 3.3 SOUTH
EXP: OJ .Jr
PROJECT NO.
CT0S-15
3@,//0
DATE
DRAWING NO.
446·5H
R,\ 05 71 \ ~Eng \Preclsi, Gro c,in g \05 71PG08.ciw g[J M or-22-2010,14 ,4 4 W.0. No. 2301-0013
BIN :
-;-lllli
: I
;
i I
i !
i
i I
'
PLANNING
ENGINEERING
SURVCYING
HUNSAKFR
& ASSOCIATES
SAN DIEGO, INC
9707 Waples Street
San Diego, Ca 92121
PH(858)558-4500· FX(858)558· 1414
I
I
I I I
I
I
I
I
- ----,.,-. -
'
In,
SEE SHEET 4
LDT 97
Lor 0.-1
LDT BB LDT 87 LDT 88
SEE SHEET 5
(PHASE 6, LOTS 89-91, 95 & 96)
NOTE:
RUNOFF FROM IMPERVIOUS AREAS
(£G. ROOF, UNCOVERED SLABS) SHALL,
70 THE MAXIMUM EXTENT PRACTICABLE,
BE DIRECTED THROUGH ADJACENT LANDSCAPED
AREAS PRIOR TO REACHING AREA DRAINS.
0
LOT 92
I -
20 40c__ ___ _:_60
SCALE I'= 20'
BACKWATER VAL VE TABLE
LOT/ REQUIRED
89 ....................................... YE:S
90 ....................................... YE:S
91 ....................................... YE:S
95 ....................................... YE:S
9/J.. ..................................... YE:S
n
1-w w
I
(/)
w w
(/)
FOR EXISTING IMPROVEMENTS
SEE DWG NOS. 429-1 .t 446-5
ENGINEER OF WORK
a-9.~!iscl
RC£ NO 628(;1 EXP. 6/30/10 DATE
BENCH MARK
D~CRIPnON: STD. STREU SURVf:Y MONUMENT
LOCAnON: STA. 288+89 EC ON Cf:NTf:RUNc
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERnCAL CONTROL
ELEVAnON: .Jll.41 NCVO 192(1
"AS BUILT"
RC£ ___ _ EXP. ___ _ OAT/::
REVIEWED BY:
INSPECTOR DAT£
t----t--+----------1---+--+------4--I~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 9
DA TE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CllY APPROVAL
PRECISE GRADING AND EROSION CONTROL PLANS FOR:
VILIAGES OF IA COSTA
TIIE OAKS NORTH
NEIGHBORHOOD 3.3 SOUTH
R, \ 0571 \I.Eng \Pree lse Grncllng \05 71PG09.dwg[JM ,r-22-2010•14,44 W.O. No. 2301-00IJ
BIN :
I _-1.'..:I II