HomeMy WebLinkAboutDWG 414-1B; CT 99-04; VILLAGES OF LA COSTA NEIGHBORHOOD 3.8; 01-07GRADING NOTES
(IN ADDITION TO THE RfQUIREMENTS OF CHAPTER 15. 16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHfR PLANS PREVIOUSLY APPROVE:O BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LfSSfN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RfSOLUTJON OF CONDmONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HERfON AS THEY MAY
PERTAIN TO /HIS PROJECT. /HE ENGINEER IN RESPDNSJBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQU/RfD FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIRCATE OF INSURANCE MUST 8£ RLED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITT££'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE: OF LIABILITY. 7!:/.E: INSURANCE
COMPANY WR/UNG THE PQIJCY MUST HAVE A RATING OF il AND A SIZE CATEGORY OF CLASS VAS ESTABUSIIF:D BY "BESTS' KEY HATING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETNNING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY RfQUIRE SEPARATE
PERMITS FROM THE BUILDING DfPARTMENT.
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 REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE Pl.ANS AND /HE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVTSED TO REFLfCT AS-BUILT CONDITIONS
BY THE ENGIN££R-OF-WORK PRIOR TO RNAL ACCEPTANCE: OF THE WORK BY THE
CITY.
11. ACCESS FOR RR£ AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES AR£ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHffi, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROF[SSIONAL ENGINfER OF TH£ STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINfERING
INSPECTOR WITHIN 1WO WORKING DAl'S OF THE COMPLETION OF REW TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIRCATION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQU/RfD
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONf UNDER THE D/RfCT/ON OF A PROFESSIONAL ENGINEER OF THE
STATE OF CALJFORNIA PRINCIPALLY DOING BUSINESS IN THE RELD OF APPLIED
SOILS MECHANICS. ALL RLL OR FUTURE RLL AREAS SHALL Bf CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
" EARTHWORK SPECfflCATIONS • ATTACHED TO THf PRELIMINARY SOILS
INVESTIGATION. DAILY RELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECQNSTRUCTION MEETING SHALL BE HEW AT THE SITE PR/OR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED ID'. ALL REPRESENTATIVES
RESPONSIBLE [OR CONSTRUCTION. INSPECT/ON. SUPERVISION. TESTING AND ALL
OTHER ASPECTS Of THE ~ THE CONTRACTOR SHALL SCHEDULE THE MfETING
THROUGH THE PERMIT CLERK 760) 438-3891 AT LEAST FIVE (5) WORKING
DAl'S PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE M£ETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WTLL BE rtf~ ¾8~Wf 7;/!fpM:tifffllffJ1s MB&r JfkfgB:o $%$'/Ba 2?!£E e.C'.
ON THE L¼Y BEFORE THE: INSPECTION IS NEEDED, INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. RfQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS I.ATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN. CONSTRUCT AND MA!NTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL 8£ SOLELY R£SPONSIBLf 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 SUBMlmNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISJONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THf
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PfPE INSTALLATION
THEREIN. THIS PLAN MUST BE PRfPARED FOR ALL TRENCHES RVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONC£RNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES [ROM THE SHORING SYSTEM
STANDARDS ESTABLJSHED BY THE CONSTRUCTTQN SAFfJY ORDERS, TITLE B CALIFORNIA ADMINISTRA11VE CODE, THE PLAN SHALL BE PREPARED BY A
REGISTERED ENG/NEER AT THE: CONTRACTORS EXPENSE, A COPY OF THE OSHA
EXCAVATION PERMIT MUST 8£ SUBMITTtD TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL 8£ PERFORMED UNTIL A VALID BLASTING PERMIT HAS BfEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANC£ OF THE SCHl:.DULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL R£SQURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION. OPERATIONS WILl CEASE (MM£QIATELY. AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINfER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTFE 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 BETWE£N 7:00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKfNDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAl'S IS AVAILABLE AT THE £NG/NEERING DEPARTMENT COUNTER.)
21. ALL QfF SITE HALJl, ROUTES SHALL BE SUBMITTED BY THE: CONTRACTOR TQ THE Cl1Y ENGINEER FOR APPf/OVAL TWO FULL WORK/NG DA)'.S PRIOR TO BEGINNING OF
1/QBK,
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL 8£
DEPOSITED AT. A SJTE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FDR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES QR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN TH£ AREA TO BE GRADED. NO TREES ARE
TO BE R£MOVED UNLESS SPECIRCALLY NOTED ON THE PLAN.
HUNSAKER
& ASSOCIATES
SAN OiECO, INC.
Pl.ANNING 16179 HuennekP..Tls Street
ENGINEERING San Diego, Ca 92121
SURVEY/NC PH(S.58)558-4500· FX(858)558-1414
24. ALL AREAS SHALL Bf 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 Pl.ANS 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 8£ IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEfDED
WITHIN TEN (10) DAl'S OF THE TIME WHEN J;Af;fj SLOPE IS BROUGHT TO GRAD£
AS SHOWN ON THf APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS RfQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANLIAL, THE LANDSCAPING PLANS FOR
THIS PROJECT. DRAWING NO. 397-IL, AND/OR AS DIRECTED BY THE CITY
ENGINEER OR Pl.ANNING DIRfCTOR.
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 MANLIAL TIM£ REQUIREMENTS.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PfPE 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 FEIT AND BACKFILLED WITH 3/4"
ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR
SDR 35 SOI.JD WALL PIPE.
31. WHfRE AN EXIS17NG PIPE LINE IS TO BE ABANDONED AS A RfSULT OF THf
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY Fm OF BUILDI/IG
OR STRffi AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THf PfPE WILL BE PLUGGED WITH CONCRETE DR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACIUTIES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFRClfN1LY
AHEAD OF GRADING TO PERMIT THE REVISJON OF THf GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLJCT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAl'S PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY R£PR£SfNTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
PAC/RC BELL
ADELPHIA COMMUNICATIONS
CITY OF CARLSBAD(STREETS & STORM DRAIN)
CARLSBAD MUNICIPAL WATER DISTRICT
LEUCADIA WASTEWATER DISTRICT
OLIVfNHA/N MUNICIPAL WATER DISTRICT
(BOO) 422-4133
(BOO) 660-7343
(BOO) 892-0123
(760) 438-7741
(760) 434-2980
{760) 438-2722
(760) 753-0155
(760) 753-6466
34. PERMIT COMPLIANCE REQUIR£MfNTS:
A FOR CON1ROl LED GRADING-THE APPLICANT H/RfS A CIVIL ENGINEER.
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THf WORK IN PROGRESS { 15. 16. 120 AB/
CARLSBAD MUNICIPAL CODE.
B. PRJOR TO RNA! APPROVAL OF A GRADING PERMIT-THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR { 15. 16. 120 A. 1 OJ CARLSBAD MUNICIPAL CODE:
(1} RNAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARf INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
L£1TER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QLIALITY OF THE SOIL, AND SUMMARIES OF
R£LD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE: A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQU/R£MENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR /HIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO Bf RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TITLED VILLAGES OF LA COSTA "THE OAKS" PREPARED
BY GEOCON, AUGUST 3, 2001, SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH TH£
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBERS
223-1.12.." o/ THl'-0UC,1/ 30 AND 2..2.3-G.10-2/ THII.OV!;/i 2..'r
THE CALIFORNIA COORDINATE INDEX FOR THIS PROJECT IS N 1978 E 6268
SOURCE OF TOPOGRAPHY
R.J. LUNG AND ASSOCIATES, 2832 WALNUT AVENUE, TUSTIN, CA 92680
(714) 832-2077, AERIAL PHOTOGRAPHY FLOWN OCT. 25, 1999.
REFERENCE DRAWINGS
CITY OF CARLSBAD,
VILLAGES OF LA COSTA GRADING AND EROSION CONTROL PLAN -DWG NO 397-IA
VILLAGES OF LA COSTA NEIGHBORHOOD 3.8 IMPROVEMENT PLANS -DWG NO 397-1D
VILLAGES OF LA COSTA NEIGHBORHOOD 3.8/3.9 IMPROVEMENT PLANS -DWG NO 397-1
OWNERS / PERMITTEES
SHEA HOMES
10721 TREENA STREET, SUITE 200
SAN DIEGO, CA 92131
EARTHWORK QUANTITIES *
CUT:
FILL:
EXPORT
REMEDIAL
1,800 CY
0 CY
1,800 CY
0 CY
* QUANTITIES SHOWN ARE FOR BONDING ONLY AND
ARE NOT TO BE USED FOR BIDDING, BUDGETS
OR OTHER PURPOSES, AND ARE BASED ON 50
CY /LOT, AS SPECIFIED BY THE CITY.
PRECISE GRADING AND EROSION CONTROL PLANS FOR
VILLAGES OF LA COSTA
NEIGHBORHOOD 3.8
(PHASES 1, 2 & 3)
VICINITY MAP
N. T.S.
OWNER'S CERTIFICATE
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL
BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION
AND STABILITY OF THIS SITE.
~ 1t«U11&»,,, !l~\\:L · -
BY: ~ <f,.MW;,Te;;.«-;-•W J'\..,,,.7 _;,;:;;,;,.
t1'>"''-· ""'"'"""'"& ,,._. -££'Pl ,e'(
DATE
.,,.-..ia ~•"1f'f!, t1-<ff!J(7 f'M1"~1,1i:P_ A _, • ·, • .·~ u~ (..A.l!"r"~"'•ii,A
SOILS ENGINEER'S CERTIFICATE
I, SHANE RODACKER, A REGISTE:R£D CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE
SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON AUGUST 3RD,
2001. TWO COMPLETE COPIES OF THE SOILS REPORTS COMPILED FROM THIS STUDY. WITH MY
RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN TH£ SOILS
REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS
Q ;~ -Pr sn: •5?~=---------sHANE RODACKER
R.C.£. NO. 63297 EXP. DATE: 6/30/06
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY OfCLARE THAT I AM THE ENGINEER OF WRK 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 DES I GI'/ IS CONS I STENT WI TH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS 8Y
THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS EIIGJIIEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM, ffllMSAKER ti ASSDCIATFS
ADDRESS, 10179 HUEfo/1/EKENS AVE
CITY. ST., SAN Ol[GO CA
TELEP;.. f: (8581 .55. 8-4500
BY: .ce= "{-->''1,1,t:;;;
RAYMOND L. MARTIN
P.E. NO.: RCE 48670
EXPIRATION DATE: ~6~(-30=/~0=4 _______ _
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD '83 CALIFORNIA
COORDINATES SYSTEM ZONE 6 GRID BEARINGS BETWEEN FIRST ORDER
STATION 3075 AND FIRST ORDER STATION 3085 AS SAID COORDINATES AR£
PUBLISHED IN RECORD OF SURVEY MAP NO. 15376. I.E. N 04"55'38" W
THE COMBINED SCALE FACTOR AT STATION .3085 IS 0.9999.3993. GRID
DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR.
LEGAL DESCRIPTION
LOTS 25-28, 40-71 INCLUSIVE OF CITY OF CARLSBAD TRACT NO. 99-04-01.
VILLAGES OF LA COSTA -LA COSTA OAKS SOUTH, IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO.
14379. FILED IN THE OFFICE OF THE COUNTY RECOROER OF SAN DIEGO COUNTY,
APRIL 29, 20D2
LEGEND OF ABBREVIATIONS
TC TOP OF CURB
GB GRADE BREAK
BVC BEGIN VEFfflCAL CURVE
EVC END VERTICAL CURVE
PVI POINT OF INTERSECTION
BC BEGIN CURVE
EC END CURVE
HP HIGH POINT
LP LOW POINT
7W TOP OF WALL
BW BOTTOM OF WALL
RP RADIUS POINT
FL FLOW LINE
FS RN/SHED SURFACE
ST STREET
RT RIGHT
N. r.s. NOT TO SCALE
CTB CEMENT TREATED BASE
LT LEFT
MVC MODIFIED VERTICAL CURVE
GFF GARAGE FINISHED FLOOR
FF FINISHED FLOOR
DF DEEPENm FOOTING
£OP EDGE OF PAVEMENT
WORK TO BE DONE
THE PRECISE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF ·
PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT PRECISE 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 AND ORDINANCES CITED
ON THESE PLANS.
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.
1. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD STANDARDS.
3. THIS SET OF PLANS.
4. IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUTION NUMBERS 5011, 5012, 5013, 5014
5015, 5020, 5021, AND 5022 DATED SEPTEMBER 5, 2001 AND SDP RESOLUTION
NUMBERS 5495 APPROVED NOVEMBER 5TH, 2003.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY G£0CON, INC.
SOILS AND TESTING, INC. DATED. AUGUST 3, 200 I.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE
CITY OF CARLSBAD STANDARDS.
8. FINAL PROGRAM EIR 98-07.
9. SWPPP WDID NO. 937S-317517 DATED JULY 16, 2003
10. SWMP DATED JULY 24, 2003
11. CALIFORNIA STORMWATER QUALITY ASSOCIATION, STORMWATER BEST MANAGEMENT
PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF
TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL.
LEGEND
DESCRIPTION
DROPPED GARAGES ••
BACKFLOW PREVENTOR REQUIRED ** (SEE NOTE 1 BELOW)
PAD ELEVATION
FINISHED FLOOR ELEVATION
GARAGE FLOOR ELEVATlON (FRONT)
DEEPENED FOOTINGS ••
WATER LATERAL ***
SEWER LATERAL •••
PLAN NUMBER (R~REVERSE}
LOT NUMBER
4 • PVC AREA DRAIN
6" NDS SPEE-D DRAIN (OR EQUAL)
STREET L/G/fT ••*
STORM DRAIN ***
EASEMENT
3' CONCRETE WALK FOR REFERENCE ONLY
GRADE BREAK
CURB oun.a PER SDRSD D-27
CONCRETE STOOP
AIR CONDITIONING PAD
• CITY OF CARLSBAD STANDARDS
•• CONSTRUCTED BY SEPARATE PERMIT
••• PER DWG NO 397-10
NOTE 1: TWO STORY HOMES MAY HAVE DUAL WASIF
SYSTEM IF REQUIRED BY THE BUILDING OFRCIAL.
SYMBOL
* laEj
P=440.7
FF=441.45
GFF=440.7
rtW-AfA-B.j
@
®
~J
CD
181
QUANTITY
25 £A
8,320 LF
133 EA
36 £A
NOTICE TO PROSPECTIVE BUY£flS
THESE PLANS ARE TECHNICAL IN NATIJR£ ANO
ARE PRODUCED TO BE USED BY WORKMEN IN
ORDER TO PERFORM THEIR WORK IN
CONFORMITY WITH LOCAL LAWS AND GOOD
ENGINEERING PRACTICES. THEY DO NOT
ATTEMPT TO SHOW TH£ EXACT LOCATION OF
EVERY /TfM WITHIN THE HOUSE AND LOT.
THESE PLANS SHOULD NOT BE REUED UPON
FOR THOSE PURPOSES.
SHEA HOMES
10721 TREENA STREET SUITE 200
SAN DIEGO, CA 92131
(858) 549-3156
1&',
DATE
PLANNING DEPARTMENT APPROVAL "AS BU IL T"
'A\id,,tM,~~•:00?.-, DATF.I /1 fo+ ~..._ty4-4::,
EHAEL l. HOIZllllml, PLANNING ll!RECTOR 1~RC'-,EF-1-"'a=-r,,:::izc...o-=-E=-XP:.:.c...._6,_/._~....:os../0_8_
~ l\. ..... 1.. I (_,,,.,., DATE: 1/7 cti REVIEWED BY:
_...,.--llECOm!IDED BY: $AIM I':, &VR,E"Sl-1'1 /.,:...; )'..,.., • ·~
(PIIINT N/JIE) INSPECTOR f'
SHEET INDEX
SHEET I
SHEET 2
Tl TLE NOTES
KEY MAP, NOTES B DETAILS
PRECISE GRADING PLAN
·------'---,---+---+---fl SHlEET I CITY OF CARLSBAD i SHE7ETS !
ENGINEERING DEPARTMENT ..... ' i l--·---===1====~================================~=====~====t====~====~ ~p=,'?=F=c=,s=E:'_G.:R=A::;D=,N=G==&::::;[;Ro==s==,==oN=c==o:::N:::T;R:::OL==P:=LA=N::,.S~F;O:::R_=. :=;::=! SHEET 3-7
PHASE I. LOTS 40, 41, 62-71
PHASE 2, LOTS 42, 43, 52-61
PHASE 3. LOTS 25-28, 44-51
' VILLAGES OF LA COSTA!'
NEIGHBORHOOD 3.8 PHASES 1, 2 & 3 -~-----+-----+----+----+----'I:=====~===
!, ENGINEER OF WORK APPROVED LLOYD 1/UBBS dr /4 &a ,,.,.,eg~~ I J 2,6-.e;.¥ r----·~t--~-+~~~~-··-······~-------~-t-----+----+---t----i CITY ENGINEffi RC£?4RR~F•P J?/31/n5 ' DATE
.,?~ .... -../~·~ ( ..,,~,A~!M,!~~"------'~~~~lt:.:i~~/1J;:;s;:1~~iR~'.;LA1;:.;:.j,~·1,:,;:\=:"~:A:::;s~::;-8~t1;Z1L~1'.:::'.":==================~=====~====t====~====~ ~o==w=N=e;v=, ~~;;~~~~3:-=-=~-P~·-;-;-~~-;-···~-NO_··~---·~! rD-R-AW_I_N_G NO~-
~-~~!'t?f 4&.g,/4?J DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:-e'~•◄-CT99-04-01 i 414-lB MOND L. MARTIN DATE REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Fr,iWD BY: v-SDP 03-07 , R.C.E. NO. 48670 EXP. 6/30/04 ENGINEER OF WORI
R:\027C\S.[ng\PR[CISE\PA 3 8\Pro.se 1 \0270Pf1PH'. SH l J'. .ciwg[ 127::i~Dec 1: ·-20C3,Q8.28 W.O NO 0061 0379
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ENGINEERS NOTES
1. SEE TRACT MAP AND EASEMENT PLATS FOR EASEM£NTS, DIMENSIONS AND IDENTIFICATION.
2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798.
3. FRONT, RE:AR AND SIDE YARD DIMENSIONS SHOWN +/-ARE APPROXIMATE.
4. SE/BACKS ARE MEASURES TO THE Nl:AREST 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 AND RIGHT OF WAY (SEE DETAIL BELOW)
8. PROVIDE GRADING DEPARTMENT CLEARANCE BEFORE FOUNDATION INSPECTION.
9. ALL FILL TO BE APPROVED COMPACTF:D FILL.
10. LOTS SHALL 8£ GRADED IN ACCORDANCE WITH CITY OF CARLSBAD STANDARDS
(GS-15).
11. CONTRACTOR TO PROVIDE TE:MPORARY SAN/TAT/ON FACILITIES.
12. THE ANGLE OF REPOSE IS AN IMAGINARY UN£ 45' TO TH£ HORIZONTAL, EXTENDING
DOWNWARD FROM TH£ BOTTOM CORNER OF ANY BUILDING FOOTING AND SHALL NOT
INTERSECT ANY PART OF AN EXCAVATION FOR UTILITIES, DRAINAGE, UC.
13. FRONT WALJ< PER LANDSCAPE PLANS.
14. ALL DRIVEWAYS SHALL BE CONSTRUCTED PER SDRSD NO. G-14A.
15. GARAGE FLOOR £LEVATION 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
ENGINEER BY CONTRACTOR FOR RESOLUTION.
17. WALLS AND FENCES ARE NOT PART OF THIS PERMIT. SEE LANDSCAPE PLANS.
18. ALL PVC DRAIN LINES SHALL BE J" SOLID WALL , SCHEDULE 80 (UNLESS OTHERWISE
NOTED), 1 % MIN SLOPE.
19. ALL DRAINAGE INLETS CONSTRUCTED ON BUILDING PADS SHALL BE NDS 6" SPEE-D BASIN
OR EQUAL. ALL DRAINAGE INLETS CONSTRUCTED WITHIN THE PUBLIC RIGHT OF WAY SHALL
BE BROOKS D/2424-24" SQUARE CONCRETE CATCH BASIN WITH METAL GRATE OR EQUAL.
20. ALL LOT DRAINAGE SWALES ARE TO BE A MINIMUM OF I% SLOPE.
21. SETBACKS FOR THIS PROJECT APPLY 1V 71/E FOLLOWING:
FRONT YARDS = 20'
REAR YARDS = 15'
SIDE YARDS = 5' &: 7.5"
22. SEE SOILS REPORT 0A TED AUGUST J, 2003, PREPARED BY GE OCON INC.
23. FOR ROUGH GRADING PLANS AND SPECIFICATIONS SEE CITY OF CARLSBAD DWG NO 397-IA
24. STREET, CURB &: PAD ELEVATIONS ARE PER EXISnNG PLANS AND SHOULD 8£ VERIFIED IN
THE FIEW. IF ACUTAL ELEVATIONS VARY FROM THOSE SHOWN, NOnFY TH£ ENGINEER OF WORK
AT (858)558-4500.
25. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DATED 8/19/03.
26. DRIVEWAY PAVING MATERIAL TO BE 4" P.C.C. MIN.
27. STREET ADDRESS SHALL 8£ LOCATED ON BUILDING EXTERIOR IN ACCORDANCE WITH CITY
FIRE CODE.
28. SEWER PL CLEANOUTS ARE PER CITY OF CARLSBAD STANDARD DRAWING S-7
29. AN APPROVE:D 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 VALVE.
EROSION CONTROL NOTES
t. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN OWEN AT (858) 653-4146
CELL PHONE: (619) 843-9530
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 WHE:N RAIN IS IMMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT 8£ MOVE:D OR MODIFIED WITHOUT THE APPROVAL
OF TH£ ENG/N£ERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORD£R
TO THE SATISFACTION OF THE CITY ENGINEE:R AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL E:ROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE: NECESSARY PRE:CAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHE:RE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER TH£ APPROVED GRADING Pl.AN SHAU.
BE INCORPORATED HEREON.
8. GRADF:D AREAS AROUND THE PROJECT PERIME:TER MUST DRAIN AWAY FROM THE FACE: OF
SLOP£ AT TH£ CONCLUSION OF EACH WORKING DAY.
9. ALL RE:MOVABLE PROTECTIVE DEV/C£S SHOWN SHALL BE: IN PLACE AT THE E:ND OF EACH
WORKING DAY WHEN Tl-/£ FIVE: (5) DAY RAIN PROBABILITY FORE:CAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DE:BR/S SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL &\GS SHALL 8£ BURLAP TYPE: WITH J/4 INCH MINIMUM AGGREGRATE.
11. SHOUW GE:RMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE: COVERAGE
OF GRADE:D SLOPES (90% COVE:RAGE:) PRIOR TO NOVE:MBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE: DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
PIANNING
ENGINEERING
SURVEYING
HUNSAKER
& ASSOCIATES
SAN OIECO, 1NC.
10179 Huennekem Street
San Diego, Ca 92121
PH(656)558-4500· FX(858)556-1414
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANE:NT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL 8£
INSTALLED AND MAINTAINED AS RE:QUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS AND THE: FOLLOWING:
A. HYDROSEEDING SHALL BE: APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE::
a. THREE FEE:T OR MORE IN HE:IGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEIT QR MORE IN HE:IGHT.
2. AREAS GRADED FI.ATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVE:MENTS(CONSTRUCT/ON OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO TH£ PUBLIC.
c. HAVE: ANY SPECIAL CONDITION IDE:NTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE: FOLLOWING
CRITERIA:
1. ALL SLOPES THAT AR£ GRADED 6:t OR STEEPER AND THAT ARE:
a. THREE TO £/GHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVE:NTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE
b. GREATER 71/AN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVE:NTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HE:ADS PROVIDING 100%
COVE:RAGE.
2. AREAS SLOPED LESS THAN 6: I SHALL BE /RR/GA TED AS APPROVED BY THE CITY
£NGINE£R, PRIOR TO HYDROSEEDING. THE DEVELOP£R SHALL SUBMIT A
PROPOSED SCHEME: TD PROVIDE IRRIGATION TO THE CITY E:NG/NEER. Tl-/E
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELE:MENTS OF THE PROPOSED SYSTEM.
J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT TH£
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDE:D GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF TH£ FOLLOWING:
1. S££D MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PE:R ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE OF E: SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1 /2 lb. PE:R ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BE:ING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST 8£ INOCULATED WITH A NITROGE:N
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
,. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE C£R71FICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINE:RS.
j. NON-PHYTO-TOX/C WETTING AGENTS MAY 8£ ADDED TO THE HYDROS£ED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE: 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE I
0 200 400
1 i 1 ~---SCALE 1'=200'
PROJECT
BOUNDARY--..--,
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF/ I
THE STRAW INTO THE SOIL. ,
J. FERTILIZE:R CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 1
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. ! I
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1-----m\l, \
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY DR A COMBINATION OF: '\, \.''---
2.
a. TRACK WALKING SLOPES STEEPER THAN 6: 1 ' 11 ~
b. HARROWING AREAS 6:1 OR FI.ATTER THAT ARE: SUFFICIE:NTI.Y FRIABLE. \ )
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. \\ h \\IL.--<
CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: t\ 1
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT \
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE: CONDITIONS FOR GROWTH.
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE: HYDROSEED/NG IS
THE PERMANE:NT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED. \\\ ~ ~ ~-~
I
PLAN
"EXTERIOR WINDOW" AS)
SHOWN ON SITE
DEVELOPMENT PLAN
I
1
~OPTIONAL -7
;Rl:AR DECK
PLAN 2
"EXTERIOR WINDOW" AS J
SHOWN ON SITE
DEVELOPME:NT PLAN
PLAN OPTIONS
NTS
. \..----------
PLAN 3
r OPTIONAL
OUTDOOR --1 ROOM
IL.
"EXTERIOR WINDOW" AS .J
SHOWN ON SITE
DEVELOPME:NT PLAN
KEY MAP
SCALE: 1 "=200'
PROJECT BOUNDARY
LOT LINES
// /
#,
.. ..
14' VERTICAL CURVE
@ LOT NOS.
~ SHEET NO.
6"-8" ABOVE STRAIGHT GRAD£
---
GARAGE SLAB
DRIVEWAY APPROACH
_ STRAIGHT GRADE FROM BACK OF ------DRIVEWAY APPROACH TO GARAGE SLAB.
NOTE:
1) TH£ MAXIMUM DRIVEWAY SLOP£. MEASURED ON THE LOWER OR STEEPER
SIDE or THE DRIVEWAY. SHALL BE 14%. SLOPES EXCEEDING 14% SHALL
REQUIRE SPECIFIC APPROVAL BY THE SHEA HOMES PROJECT MANAGER.
2) WHEN THE MAXIMUM DRIVEWAY SLOPES EXCEEDS 10% INCORPORATE VER71CAL ,,
CURVES AS SHOWN. THIS "ROLL " IN THE DRIVEWAY IS INTENDED
TO t-lELP AVOID BOlTOMING BY LONGER VEHICLES AND TO MAKE
THE: DRIVEWAY MORE PLE:ASING VISUALLY.
DRIVEWAY TRANSITIONS FOR
DRIVEWAY EXCEEDING 10% SLOPE
NTS
~~OfESSIO@; ~~on:ss,% ~L~~~ <f' O~'O L , ;,,.,/< Q ~ :.p:~~
NO. C-48670 i :.; ~ -~ -0:: ':Z %
Exp. iJ6..30--08 "' NO. 48670 m ·-------~ EXP. 6/30/04 !;] •
CM,,~
"' ,.. -:,, II[ ~'
t' Or CA\..\'t OF CAil!"'
ENGINEER OF WORK
~±/.f,:2,e C a,&../41 /..:l,/l)S/,.,_,, PL.All "' ,, A <:-.8tf /(,7" ,.
DATE INITIAL DATE ~· REVISION MONO L. MARTIN
R.C.E. NO. 48670 EXP. 6/30/04 ENGINEER OF WOR
D
12"
MIN.
FIBER ROLL
NTS
SIGHT DISTANCE TRIANGLE
SEDIMENT
ROLL
WOOD STAKE
0.7" X 0.75"
MAX 4' SPACING A
B
PL
NO MOUNDING IN THIS I AREA (TOP OF SLOPE: 0.5'
MIN ABOVE SWALE &:
I NOT TO EXCEED FINISH
PAD ELEV.)
PLACE FIBER \ GRAVE:L BAGS
ROLLS DURING DRAIN BOX
GRADING OPERAT/O)~_..J...;;;~F--f-._;;:.._'ll""._~"-:;...-=
(2.5' MAX. HEIGHT OF ANY OBJECTS,
VE:CETA 110N, SLOPE &: E:TC.) CURB
NOTE: SIDE SLOPE RATIO VARIES
4' AND UNDER ARE 1.5: 1 &:
OVER 4' ARE 2:t.
TYPICAL LOT PLOTTING DETAIL
NTS
TYPICAL CORNER LOT
SIGHT DISTANCE SETBACK
NTS
BLDG
D
PLAN VIEW
@ FOUNDATION€}
SECTION D-D
NOTE:
FOOTING DEPTH ON THIS
DETAIL IS DIAGRAMMATIC;
SEE PLAN FOR ACTUAL
DEPTHS
L FOOTING DEPTH
PER ARCHITECTURAL
DRAWINGS
4'
SECTION B-B
5' 3' MIN
6" MIN. MUDS/LL
SECTION A-A
EXISTING BE:RM TO REMAIN AND
CONTRACTOR SHALL MODIFY FENG£
HEIGHT AND LOCATION AS NECESSARY
TO CDMPL Y WITH CITY REQUIREMENTS
12·
E:XISTING GROUND SURFACE
-4' 3' MIN
H IN FEET L IN FEET
0-5' -
5'-20' 2.5'
20'-40' 5'
OVER 40' 10'
SLOPE ROUNDING DE:TAIL
(DOES NOT APPLY TO SIDE
SLOPES BETWEEN RESIDENT/AL
UNITS)
5' PL
1'
TYPICAL DEEP FOOTING DETAIL
NTS
E:LEV. MUST BE EQUAL
TO BLDG. PAD ELEV. OR
HIGHER
DEEPEN£D FOOTING
DESCRIPTION
WHEN REQ'D
(SEE DETAIL AT LEFT) SECTION C-C
PROPE:RTY UN£
FENCE
HOUSE ....---,c-1 ' MIN.
4' 3' MIN.
4' MIN. HOUSE
I' MIN. -+---
F.F.
F.F.
6" MIN. (i. SWALE:
2% MIN. -21% MAX.
"AS BUILTu
SIDE YARD DETAIL
~-b~ NTS ,0,1,,
RC, "{: 8(p 7() EXP. ~/30/()B DATE
REVIEWED BY:
-?::~ I 3/$t:/t?Jf. • INSPECTOR (J DATE
I SH~TSI I SH~ET I CITY OF CARLSBAD !
ENGINEERING DEPARTMENT i .
i
l PREC/SF GRADING & FROS/ON CONTROL PLANS FOR:
I
VILIAGES OF LA COSTA
NEIGHBORHOOD 3.8 PHASES 1, 2 & 3
APPROVED LLOYD HUBBS tlY
/J -. ;--"?~ l,l-'2;('2'i.
CITY ENGINEE~,RCE-~Xe..12,73:1 t'05 DATE
I DWN BY: PROJECT NO. I DRAWING NO.
DATE i INITIAL DATE !N!TIAL CHKD BY: ! <.'\ CT99-04-01 I 414-lB "-/ SOP03-07 l RVWD BY: ' I OTHER APPROVAL CITY APPROVAL
~ \0270\&Eng\PREC;SE\PA :l.R\c'nose l\0270PGPH1SHT02.owg[ l275'[ec-10-2003,J8:23 W.O NO 0061 -0379
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HUNSAKER
& ASSOCIATES
SA:-! DIEC◊, INC
PlANNINC 101'79 Hucrmekcns Street
ENC1NEfRING San Diego, Ca 92121
SURVEYlNG PH(858)558-4500· FX(858)558-1414
490.7 ml!!I 488.8 n. ,
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2.74%
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0 20 40
I
60
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(LOTS 40, 41, 62 & 63) REVIEWED BY:
'(\\.ClfESS/0~ ?~DL~?.~, Ii.~ ~
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Exp.06-30-08
CM\.
OFCAU<
INSPECTOR
~ c ... lTY OF CARLSBAD. I SHEETS I 1-----+---+------------------+---+--t---!r---j ~ ENGINEERING DEPARTMENT 7 1---f---t----------------i---,---,--r--1
1-----+---+---------~--------t----t----r---,r-1 PRECISE GRAD/NC & EROSION CONTROL PLANS FOR:
VILLAGES OF LA COSTA
1---+--+------------------t------t----r· ·-·-·-··-t-----, NEIGHBORHOOD 3.8 PHASES 1, 2 & 3
,---,ruM:irirorir:"wi'ii,i-;-------i..----1---+-----------------+---~--l---+----l 'APPROVED LLOYD HUBBS er
ENGINEER OF WORK 1---+----+--------------··-·-·----, __ ..,._ __ .,.._ _ __,. __ ,. @y fi:GTN~~~-Ex_e_7_77Tl-;?ofr/-"',?/~hE
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_}!~C,'!'.•'~'#o~-~~tt'!'....!; ,,,?"'~__,~~~'.::::::._ _ __;n~~',#.,~/~d.,L!'._ OATE INITIAL DATE INITIAL DATE INITIAL :CHKD BY•-l<~~-Cf99-04·01 414 lB
ONO L. MARTIN 7riATE REVISION DESCRIPTION OTHE" APPROV·L CIT" APPROVAL i RVWD BY: SOP 03-07 -R.C.E. NO. 48670 EXP. 6/30/04 ENGINEER Of WOR " " , .--..
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BIN :
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111.Bt'
~~-~~t.,".:':····~rt:I
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HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Hoomekens Street
FNONEERING San Diego, Ca 92121
SURVEYING PH(858)558-4500· FX(858)55l!-1414
27,75•
48. 12' • \ / / v,'!>1r:~--7r33-4"i.7:799''1---------,aio9,_eirio7' -----,---,,\-\---,/,, --5-:-9::-.8-:-3:-:,-r--','----~
•, / I 47.94•
17JPITOl'/A
10UTOOOR
jf!O"'l-_j
5.0'
fl:!£ 7 _ _,r,'!"G-1--~~l 487.2 FL
489.3 TG
486.5 FL
6.9'
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I OPTiONAL
REAR DECK
88.60'
14.5'
s
PAD=497.20
DPTIUNAc FF-497.95
·OUTDOOR
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5.0' 8
497.0 TG -.+-Ji! 494.0 FL
1-9.MJ~ 493.2 FL
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OPTIONAL I
REAR DECK ~
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, w,LLJ,,,~'-~fiJ2 / ! : \ w
20 40 60
~--------____ ...J,
SCALE 1'= 20'
PHASE 1
(LOTS 64-71)
... . t
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5.00%
7.o' --•i.~ ,:-;: l
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REVIEWED BY:
7,.:,;:;-
INSPECTOR c>
l----+-----1--------··-··-------+----l---+---1--.....I
SHEET
4 CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 7 .
t----t---t-----------------+---+--l••·····•-1-----1 !PRECISE GRADING & EROSION CONTFWL PLANS FOR:
VILLAGES OF LA COSTA
NEIGHBORHOOD 3.8 PHASES 1, 2 & 3
l--·-1EE1N~G:fl1"r-iNiEEEERR-OOFF'WWOORRKK-----1----t---l-------___::.:....:___:======r==I=:Jc=I==i :=, Ac;P;;:PR;;:D"'v::;ED:=::L=:=LO::';Y:;:O~H:'=:'UB::;B:::Sc==:IJ=,...=========~
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~~-:_,,,.Y.~~
1 R OND L. MARTIN
I R.C.E. NO. 46670 EXP. 6/30/04
1 CITY ENGINE[ Rc·c:;,:'_ EXP 12/31/0 DATE
_ /. /. "AS-131./tL.T" __ /o/{3/P DATE INITIAL I DWN BY: PROJECT NO.
DATE REVISION DESCRIPTION 1--=DA""T-"'E--'-''""Nl"'Tl"'AL:.+_D:;.:A:.:.T::.E _i..:l:.:.NIC"Tl::AL:.,i I CHKD BY: -l!i""'-'--CT 99-04-01
DRAWING NO.
414-1B ENGINEER OF WOR OTHER APPROVAL CITT APPROVAL ' RVWD BY:. SDP 03-07
R•\0270\&Eng\PRECISE\P> 3 8\Phose 1 \0270PGPH1SHT04.ow;[ 1275J!lec·1?-2CJ3,09,45 W.0 NO 0061-0379
BIN :
021904
PLANNING
ENGINEERINC
SURVEYING
HUNSAKER
& ASSOCIATES
SAN D1ECO, !NC
10179 Hucnneken~ Street
San Diego, Ca 92121
PH(858)558-4500· FX(H58)558·1414
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499.5 TG
496.~
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REVIEWED BY:
--r=-/~ rill' B
INSPECTOR
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
I SH1T:1
1----+---+------------------1----i---1---r----1 PRECISE GRADING & EROSION CONTROL PLANS FOR:
ENGINEER OF WORK
~~,,.,_/.-=,.,,___=&>""=..½._~.L-.-:.=~,._· __,/-c-=,C:_/4 .. ·. ~J~a~/.~~,€~L~"1[!11~"°2:.4~S~-Bu.~//..~T'.:::"=======~=:=~::==i=;~:i=:;;~ -~ .. ~ DATE INITIAL DATE INITIAL DATE INITIAL
RA ND L. MARTIN DATE REVISION DESCRIPTION R.C.E, NO. 48670 EXP. 6/30/04 ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL
VILLAGES OF LA COSTA
1'.'EIGHBORHOC)D 3.8 PHASES 1, 2 & 3
APPROVED LLOYD HUBBS ,IY ~~~:;i~•~~E""X~"'7'i.-✓o;;9~/~:::,z-1?;/4~1i~r~TE
OWN BY:-,;,-;-;;;;;---
CHKO BY:-~""-......
RVWD BY:
PROJECT NO.
CT 99-04-01
SDP03-07
DRAWING NO.
414-lB
R;\C270\&Lng\Pf<f.Cl;")F\PA. 3 8\D:10..se 2\0270PGPH2SHT05,owg[ 1275JI-ec 12· 200J,:C 06 W.O NO 0061-0379
BIN :
: . '
021904
<II
2.
-....i
PLANNING
ENGINEERING
SURVEYING
HUNSAKER
& ASSOCIATES
SAN OIF.CO, :NC
10179 H~nekens. Street
San Diego, ea •.um
PH(B58)5584500· FX{858)558-1414
SEESHEET7
7.0'
4.0'
' ! ~
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FIRE: SUPRESStON LINE:
PHASE2
(LOTS 52-58)
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NO. C-48670 Sil "1 'It .... C'J
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Exp. 06..JO--Oll ~ NO. 48670 1:; ~ EXP. 6/30/04 "' •
CIV\t~
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.
Zt {}f c~u\"''l,l
ENGINEER OF WORK
Z-/.)/~ /l-42/,,.) ~~~RtM 'l\ •AS·.BlJIL. T"
t£.E~ND L. MARTIN ' DATE DATE INITIAL
1 • .E. NO. 48670 EXP. 6/30/04
REVISION DESCRIPTION ENGINEER or WOR
.021904
0 20 40 60 i ___ _ i i
SCALE 1'= 20'
"AS BUILT" .... ;if .. .t )('/U_ ti.I" !QC i •
RCE "if8(o70 EXP. (p/_3o/o8 DATE
REVIEWED BY: ---/6--FA, ,; i7 ;' ,r.,l:a "/,, ~
INSPECTOR DATE
I
I [SH~ET J ·c1rYEN~~RIN~!~~~~Ao
! SHEETS
• . 7 i
PRECISE GRADING &.EROSION
...
CONTROL PLANS FOR: .
VILLAGES OF LA COSTA -----NEIGHBORHOOD 3.8 PI-IASES 1, 2 & 3
'
APPROVED LLOYD HUBBS Qr
I
A <'. e--=#..~ . . ~ t/ ,;,,_z/;:::,1/ !
CITY ENGINEiil'r' RCE ~ rve 12/31 l05 DATE :
·-------
DATE INITIAL DATE
OWN BY: PROJECT NO. INITIAL CHKD BY: _j ';lib-···
DRAWING NO.
OTHER APPROVAL RVWD BY: --'
·-· CT990401
CITY APPROVAL SDP 03-07 414-1B
R,\0270\&Eng\PRECISE\PA 3.8\PhusP ?\02 /[]PI-PH2SHT06 ~ • 1 ~-· ,,_,,wgL 1275]Dec 12--2003:10,ce W.O NO 0061 ··0379
BIN :
L
s
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490.0 n_ , 490.8 FL .. ' ·ll_.....::..L....3~·2-·]·jj~~
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•
PAD=496.60
FF-497.35
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4.0'----
,82.50'
f~\
I
12.9'
HUNSAKER
& ASSOCIATES
SAN DIEGO. !NC
PlANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH{858)558-4500· FX(858)558·1414
20 0 20
SCALE 1•~20•
500.2 TG
496.0 FL
40 60
.60'
499.7 TG
498.7 Fl.
GFF=500.6
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PHASE3
(LOTS 25-28, 44-51)
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',fJ'f OF Cll\.f\3~ Or CA\.\'<
• ENGINEER OF WORK •
~AV~ /~/2z/43
DATE RONOL MARTIN
I R.C.E. NO. 48670 EXP. 6/30/04
1
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83.64'
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511.5 HP
------
/:l,/pS/,i ~lM JI\ "AS-.8t1/t, T"
DATE INITIAL
ENGINEER or WORI REVISION DESCRIPTION
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RCE ,f-8(,,70 EXP. io/3o!_q_f! ~ATE
REVIEWED BY: --.--,I :a./ 2t: t.Q ~ 1/~ re, "cl ' INSPECTOR DATE
SHEET CITY OF CARLSBAD [SH~TS I 7 ENGINEERING DEPARTMENT
PRECISE GRADING & EROSION CONTROL PLANS FOR:
~,,.
VILLAGES OF LA COSTA
NEIGHBORHOOD 3.8 PHASES 1, 2 & 3
•
--APPRovEo LLoYo Huaas gr I
.,,-:~..-;? ~~ ~/;~/,,,,/ i
CITY ENGINEE~· RCE-===.---i"xe 12i.31,!0--DATE I -_,_ ···--
~.,s-• '"" OWN BY, PROJECT NO. i DRAWING NO.
DATE INITIAL DATE INITIAL CHKO BY, RW CT99-04-01 414-lB RVWO SY, "'"-" SDP 03 07 OTHER APPROVAL CITY APPROVAL
R-\0270\&Eng \PRECISE\P6 3.8\Pho.se J\G27 OPGPI-IJSH' 07 .ciwg[ 12 /2 .,L2c-l ?-20:J'.3:10;09 W.O NO 0061--0379
8/N :
021904
..... a .....