HomeMy WebLinkAboutDWG 414-1C; CT 99-04; VILLAGES OF LA COSTA NEIGHBORHOOD 3.8; 01-07GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF Tl-IE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL. CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS USTED HfREON AS THEY MAY
PERTAIN TO THIS PROJECT. Tl-IE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE Pl.ANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT REL1£VE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBIUTY FOR Tl-IE CORRECTTON 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 Tl-IE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING TH£ POLICY MUST HAVE A RATING OF ".4' AND A SIZE
CATEGORY OF CLASS V AS ESTABI./SHED BY 'BESTS" KEY RATING GUIDE.
5. UNLESS EXEMPTED BY SECTION JO 1.(b)5 OF THE UNIFORM BUILDING CODE,
RETA/WING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. MO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
111£ CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAi.. OF THESE PLANS BY T!-fE CITY ENGINEER DOES NOT AUTHORIZE AMY
WORK OR GRADING TO BE PERFORMED UNTIL T!-fE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO 111£SE PLANS WITHOUT Tl-IE WRITTEN APPROVAL
OF THE CITY ENGINEffi, NOTED WITHIN THE REVISION BLOCK. ON THE
APPROPRIATE SHEET OF THE PLANS ANO THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME TH£ PROPERTY OF THE CITY UPON BEING
SIGNED BY Tl-/£ CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL 8£ REVISED TO REFLECT AS-BUILT CONDITIONS
BY Tl-IE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCfSS 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 SHE£T, (8) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAi.. ENGINEER OF THE STATE OF
CAl..lfVRNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. Tl-IE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR W/TI-/IN 1WO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAi.. ENGINEER OF THE
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH 111E CITY OF CARLSBAD STANDARD SPECIFICATIONS ANO THE
• EARTHWORK SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVEST/GATTON. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MfITING SHALL BE; 1/fl,D AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE AUENDED BY ALL REPRESENTA11VES
RESPONS/8/, E FOR CONSTRUCTION. INSPECTION, SUPERVtSfQN. TESTING AND ALL
QTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH Tl-IE PERMIT CLERK (760) 438-3891 Ai LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLf PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQl./fS7S QTHER 17-IAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE £NG/NEERING 24-HOUR INSPECTION RfQUfST LINE AT
{7601 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P Al.
ON THE DAY BEFORE WE INSPECTION IS NITDEll 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 LATE:R.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFUY DEVICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEAL111 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 BE MADE
OF WORKER PROTE:CTION 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 7HE PLAN VAR/ES FROM THE SHORING SYSTEM
STANDARDS ESTABL /SHED BY THE CONSTRUCTION SArnY ORDERS. TITLE 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHAU.. 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 APPUCAT/ON FOR BLASTING PERMIT WELL IN ADVAMCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. If ANY ARCHAEOLOGICAL RESOURCES AR£ DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCT/OM, OPERAVONS WILL CEASE IMMfDIATELY. AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL Tl-IE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTE:D OM THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND AW OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITE:D 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 SHAU BE SUBMIUED BY THE CONTRACTOR TO THE
CITY ENGINEER fQR Al'PROVAL JWO FULL WORKING DAY$ PRIOR TO BEGINNING OF
JiQB/$,
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY T!-fE CITY ENGINEER. TH£ CONTRACTOR
SHALL 8£ RESPONSJBLE FOR ANY DEBRIS DR DAMAGE OCCURRING ALONG THE HAUL
RQUIES QR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
2J, BRUSH SHALL BE REMOVED ONLY Wl1111N THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
PlANNlNC 10179 Huermekens Street
ENGINEERING San Diego, Ca 9'1121
SURV£Y1NG PH(B58)553'4500 · fX(856)5sB•1414
24. ALL AREAS SHALL BE GRADED TO DRAIN.GRAD/NG RESULTING IN THE PONDING OF
WATE:R 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 DIRECTE:O BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. Tl-IE SIT[ 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 Tl-IE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED. STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF' THE TIME WHEN ,fM;H SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY Tl-IE CITY OF CARLSBAD LANDSCAPE MANUAL, Tl-IE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 397-1L, AND/OR AS DIRECTED BY TliE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE:
THE WORK OF THESE GRADING PLANS W/TI-/ THAT SHOWN ON BOT!-f THE LANDSCAPE
AND IRRIGATION PLANS AND Tl-IE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM ORAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH J/4•
ROCK PER SDRSD S-4 TYPE •c• AND PIP£ MEETS ASTM STANDARD 3034 FOR
SDR J5 SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE UNE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AR£,\$ AND REPLAcm WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS 111E PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
Tl-IE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY Tl-IE LOCATION OF ALL EXISTING FACILITIES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT 111E R£VISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH Tl-IE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTE:D UTILITY COMPANIES (SEE BELDW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WIT/-/ A COMPAW REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
ADELPHIA COMMUN/CATTON$
CITY OF CARLSBAD(STREETS & STORM DRAIN)
CARLSBAD MUNICIPAi.. WATER DISTRICT
LEUCADIA WASTEWATER DISTRICT
OUVENHAIN MUNICIPAL WATER DISTRICT
(800) 422-4133
(800) 660-7 J4J
(800) 892-0123
(760) 438-7741
(760) 4J4-29BO
(760) 438-2 722
(760) 753-0155
(760) 75.3-6466
34. PERMIT COMPLIANCE REQUIREMENTS:
A FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER. AND/OR GEOLOGIST TO GIVE TE:CHN/CAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS { 15. 16. 120 AB/
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE:
(l) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION 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.
(3) 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 LABORATORY 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 THERETO.
( 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 T!-f£ CITY ENGINEER'S APPROVAL, 111ESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. TH£ SOILS REPORT TITLED VILLAGES OF I.A COSTA "THE OAKS" PREPARED
BY GEOCON, AUGUST 3, 2001, SHALL 8£ CONSIDERED AS A PART OF THIS
GRADING Pl.AN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH /HE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
PROJECT LOCATION
THIS PROJECT IS LOCA TEO Wl1HJN ASSESSORS PARCEL NUMBERS
223-610-01, 02, 06, 07-14, 15-20 AND 22J-611-01-04
TH£ CALIFORNIA COORDINATE INDEX FOR IBIS PROJECT IS N 1978 £ 6268
SOURCE OF TOPOGRAPHY
R.J. LUNG AND ASSOCIATES, 2832 WALNUT AI/E:NU£, WSTIN, CA 92680
(714) 832-2077, AERIAL PHOTOGRAPHY FLOWN OCT. 25, 1999.
REFERENCE DRAWINGS
CITY OF CARLSBAD:
VILLAGES OF LA COSTA GRADING ANO EROSION CONTROL PLAN -DWG NO J97-1A
VILLAGES OF LA COSTA NEIGHBORHOOD J.8 IMPROVEMENT PLANS -OWG NO 397-10
VILLAGES OF LA COSTA NEIGHBORHOOD J.8/3.9 IMPROI/E:MENT PLANS -DWG NO 397-1
OWNERS/ PERMITTEES
SHEA HOMES
10721 TREENA STREET, SUITE 200
SAN OIEGO, CA 92131
EARTHWORK QUANTITIES *
CUT:
FILL:
EXPORT
REMEDIAL
1,600 CY
0 CY
1,600 CY
0 CY
* QUANTITIES SHOWN ARE FOR BONDING ONLY AND
ARE NOT TO 8£ USED FOR BIDDING, BUDGETS
OR OTHER PURPOSES, AND AR£ BASED ON 50
CY/LOT, AS SPECIFIED BY THE C/1Y.
PRECISE GRADING AND EROSION CONTROL PLANS FOR
VILLAGES OF LA COSTA
NEIGHBORHOOD 3.8
(PHASES 4, 5, & 6)
VICINITY MAP
N.T,S,
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 AND ADVISE ON THE COMPACTION
AND STABILITY OF T/-IIS SITE. ~
..J?u; ~~ {;b,.t, ';. ~ t,i~/!.CH 'J.., J.Oof
BY: Tfili!I .S/fllt,-«;;N, A~~ DATE
SHEA HOMES LIMITED PARTNERSHIP, JVHN B. IIIHV«? ~y
AB ~A/-11Jt;~1} /:/'t;EtJ,Rr11:;:&w11-tee UM I TBl) l/A&[vj Tl/ ~MpAµrf
SOILS ENGINEER'S CERTIFICATE 11:J 6/?Niil'M,, pHfl'l1Jl!!!Je..
I, SHANE RODACKER, A REGISTERED CIVIL ENGINEER IN THE STAT£ OF' CALJFORN/A, 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 TH£ OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
REVIEWED THESE GRADING Pl.ANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS
R.C.£. NO. 63291 EXP. DAT£: 6/30/06
"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 DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF' PROJECT DRAWINGS AND SPECIFICATIONS BY
TH£ CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: ffllNS4KfR B 4£$QCIATFS
ADDRESS: 10179 HIJEI/NfKfl/S AV£
CITY, ST.: 54& Qlf"GQ CA
DATL ~3+,L=.s+/4=o~Y ___ _
P.E. NO.: RC£ 48670
EXP I RAT I ON DA TE, ...16u.f,.30.ufc.1104"--------
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAO '8.J CALIFORNIA
COORDINATES SYSTEM ZONE 6 GRID BEARINGS BETWEEN FIRST ORDER
STATTON 3075 AND FIRST ORDER STATION 3085 AS SAJD COORDINATES ARE
PUBLISHED IN RECORD OF SURVEY MAP NO. 15.376. I.E. N 04•55•.33" W
TH£ COMBINED SCALE FACTOR AT STATION 3085 IS 0.9999.3993. GRID
DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR.
LEGAL DESCRIPTION
LOTS 1, 2, 6-24, 29-39 INCLUSIVE OF CITY OF CARLSBAD TRACT NO. 99-04-01,
VIL/.AGES OF LA COSTA -LA COSTA OAKS SOUTH, IN TH£ CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO IMP THEREOF NO.
14379, FILED IN THE OFFICE OF 1Hf COUNTY RECORDER OF SAN DIEGO COUNTY,
APRIL 29, 2002
SHEET INDEX
SHEET I
SHEET 2
SHEET 3-7
TI TL£ NOTES
KEY MAP, NOTES Ii DETAILS
PRECISE GRADING PLAN
PHASE 4, LOTS 15-24, 29-32
PHASE 5, LOTS 7-14, 33-35
PHASE 6, LOTS 1,2,6, 36-39
LEGEND OF ABBREVIATIONS
TC TOP OF CURB
GB GRADE BREAK
BVC BEGIN VERTICAL CURVE
£VC END VERTICAL CURVE
PVI POINT OF INTERSECTION
BC BEGIN CURVE
EC END CURVE
HP HIGH POINT
LP LOW POINT
TW TOP OF WALL
BW BOTTOM OF WALL
RP RADIUS POINT
FL FLOW LINE
FS FINISHED SURFACE
ST STREET
RT RIGHT
N. T.S. NOT TO SCALE
CTB CEMENT TREATED BASE
LT LEFT
MVC MODIFIED VERTICAL CURVE
GFF GARAGE FINISHED FLOOR
FF FINISHED FLOOR
OF DEEPENED FOOTING
£OP EDGE OF PAVEMENT
WORK TO BE DONE
THE PRECISE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL curs 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 C/1Y STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED
ON THESE PLANS.
TH£ PRECISE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT TH£ 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, 501.3, 5014
5015, 5020, 5021, AND 5022 DATED SEPTEMBER 5, 2001 AND SOP RESOLUTION
NUMBERS 5495 APPROVED NOVEMBER 5TH, 2003.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPOF?T AND RECOMMENDATIONS BY GEOCON. INC.
SOILS AND TESTING, INC. DATED, AUGUST 3, 2001.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE
CITY OF CARLSBAD STANDARDS.
8. FINAL PROGRAM £/R 98-07.
9. SWPPP WDID NO. 9 37C32259.3 DATED JULY 16, 2003, AMENDED FEBRUARY 10, 2004.
10. AMENDED 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 ELEVATION (FRONT)
DEEPENED FOOTINGS **
WATER LATERAL •••
SEWER LATERAL ***
PLAN NUMBER (R-REVERSE)
LOT NUMBER
4" PVC AREA DRAIN
6" NDS SPEE-0 DRAIN (OR EQUAL)
STREET LIGHT ***
STORM DRAIN '**
EASEMENT
3' CONCRETE WALK FOR REFERENCE ONLY
GRADE BREAK
CURB OUTLET PER SDRSD D-27
CONCRETE STOOP
AIR CONDITIONING PAD
• CITY OF CARLSBAD STANDARDS
'* CONSTRUCTED BY SEPARATE PERMIT
.,, PER DWG NO 397-ID
NOT£ 1: TWO STORY HOMES MAY HAVE DUAL WAST£
SYSTEM IF REQUIRED BY THE BUILDING omc/AL.
SYMBOL
* 1:8.El
P=440.7
FF=441.45
GFF=440.7
~
@
Ce)
[fcl
CD
QUANTITY
26 £A
7,360 LF
115 £A
.32 £A
BENCH MARK
NOTICE TO PROSPECTIVE BUYERS
THESE PLANS ARE TECHNICAL IN NATURE AND
ARE PRODUCED TO BE USED BY WORKMEN IN
ORDER TO PERFORM THEIR WORK IN
CONFORMITY WJTH LOCAL LAWS ANO GOOD
ENGINEERING PRACTICES. THEY DO NOT
ATTEMPT TO SHOW THE EXACT LOCATION OF
DESCRIPTION: U.S.C. & G.X. BRASS DISC STAMP£D '?<302., 1935 • IN CONG. MON.
LOCA710N: POINT U£S 8.5' £ASTERLY OF £ASTERN BERM LINE ON RANCHO SANTA FE ROAD, 133' NORTHERLY OF ELECTRIC TRANSMISSION LINE POL£ MARKED "rl23011 • AND "TL 13825' AND APPROX/MA TELY 1.2 MILES NOF?THE:RLY
OF THE INTE:RSEC710N OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE.
ELEVATION: 533.39 NGVD 29 MSL
EVERY ITEM WITHIN TH£ HOUSE ANO LOT.
THESE PLANS SHOULD NOT BE RELIED UPON
FOR THOSE PURPOSES.
SHEA HOMES
10721 TR££NA STREET SUITE 200
SAN DIEGO, CA 921.31
(858} 549-3156
PLANNING DEPARTMENT APPROVAL "AS BUILT"
wu:ao,t~ DATE:3,/4.:,fa+" Q, .,,fl ~4 j_
ll!CIIAEL J. HOIDJLLER, PLANll!NG Dm'l'OR 1 _(/,, ·"-/ ,
4;,.jw,o, Q.1~Plb1 1 DATE:~ .l..3/ot.i SIGNED) ( /~
RECOIIIIEliDED BY: SA\)'/\[>., QIJF,'i':$\:1'1
(PlllNT l!Alil:)
RCE 1-B v, 70 EXP. 6:, 3PL08
REVIEWED BY: -----/4-,.:.. /-..e,w, ~'?
INSPECTOR
12./4/6c
DATE
1------t---+---------------t---i----r~· .... ··-
VILLAGES OF LA. COSTA
NEIGHBORHOOD 3.8 PHASES 4, 5 & 6
ENGINEER OF WORK
R•\C270\e..Eng\PRECISE\PA 3.8\>hose 1 \J2 /0PGPH4'.,;HT01.dwg" 1275JF eo 25 2C04<1G 22 W.0 NO 0061 0379
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ENGINEERS 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.
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 UT/UT/ES.
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.
!/. ALL F1LL TO BE APPROVED COMPACTED F1LL
10. LOTS SHALL BE GRADED IN ACCORDANCE WITH CITY OF CARLSBAD STANDARDS
(GS-15).
11. CONTRACTOR TO PROVIDE Tf:MPORARY 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 ELEYATION IS AT DOOR (2" FALL FROM REAR) AND EQUALS GROUND
ELEYATION 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
ENGINEER BY CONTRACTOR FOR RESOLUTION.
17. WALLS AND FENCES ARE NOT PART OF THIS PERMIT. SEE LANDSCAPE PLANS.
1 B. ALL PVC DRAIN LINES SHALL BE 3" SOLID WALL , SCHEDULE BO (UNLESS OTHERWISE
NOTED), 1 % MIN SLOPE.
19. ALL ORA/NAG£ INLETS CONSTRUCTED ON BUILD/NG 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 % SLOPE.
21. SETBACKS FOR THIS PROJECT APPLY TO THE FOLLOWING:
FRONT YARDS = 20'
REAR YARDS = 15'
SIDE YARDS = 5' & 7.5"
22. S£E SOILS REPORT DATED AUGUST J, 2001, PREPARED BY G£0GON INC.
23. FOR ROUGH GRADING PLANS AND SPECIFICATIONS SEE CITY OF CARLSBAD DWG NO 397-IA
24. STREET, CURB & PAD ELEYAT!ONS ARE P£R EXISTING PLANS AND SHOULD BE VERIFIED IN
THE FIELD. IF ACUTAL ELEYATIONS VARY FROM THOSE SHOWN, NOTIFY THE ENGINEER OF WORK
AT (858)558-4500.
25. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DATED B/19/03.
26. DRIVEWAY PAVING MATER/AL TO BE 4" P.C.C. MIN.
27. STREET ADDRESS SHALL BE LOCATED ON BUILDING EXTERIOR IN ACCORDANCE WITH CITY
FlRE CODE.
28. SEWER If. CLEAN-OUTS ARE PER LEUCADIA WASTEWATER DISTRICT S-17
29. AN APPROVED BACKWATER VALVE IS REQUIRED FOR DRAINAGE PIPING SERVING FIXWRES
LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE
SUCH ELEVATION SHALL DISCHARGE THROUGH THE BACKWATER VALVE.
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN OWEN AT (858) 553-4146
CELL PHONE: (619) 843-9530
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DUR/NG THE RAINY SEASON. ALL NECESSARY MATf:RIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
.J. DEVICES 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 OROER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS !.t-1 Y BE
RE:QUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH !.t-lY ARISE.
6. THE CONTRACTOR SHALL BE RE:SPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDE:D WATERS CREATE A
HAZARDOUS CONDmON.
7. ALL E:ROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE: FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE: AT THE END OF EACH
WORKING DAY WHE:N THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PE:RCENT { 40%). Sil T AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH .J/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDEO SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRAD£1) SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.02.J OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
Pl.ANNING
ENGINEERING
SURVEYING
HUNSAKER
& ASSOCIATES
SAN DIEGO, !NC
10179 Huenneke.n9 Street
San Diego, Ca 92121
PH(858)5584500· FX(858}S56-1414
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY /;ROS/ON CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CA T/ONS AND THE FOLLOWING:
A. HYDROSEED/NG 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 HE:IGHT AND ADJACENT TO A PUBLIC WALL OR
STRE:ET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
'
PROJECT
12·
MIN.
SEDIMENT
ROLL
WOOD STAKE
0.7" X 0.75"
MAX 4' SPACING
PL
2. AREAS GRADED FlATTE:R THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST; BOUNDARY --..J .J ..
o. NOT SCHEDULED FOR IMPROVEME:NTS(CONSTRUCT/ON OR GE:NERAL
LANDSCAPING} WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRE:CTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDmON IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
8. HYDROSEEDED 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 HE:IGHT SHALL BE IRRIGATED BY HAND
200
~
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVl':NTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREAT/;R THAN 8 FEET IN HE:IGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRE:CIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LE:SS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSffDING. THE 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 CLEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE: LEVEL OF THE SOIL AT THE:
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSE:E:DED 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. .J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
o. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEOED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENT/AL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE /NOC ULA TEO WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHE:R BY DRILLING OR
BROADCAST/NG BEFORE HYDROSEE:DING.
i. All SEED MA TE RIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHE:D TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOX/C WET77NG AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE: DISCRETION OF THE CONTRACTOR.
2. TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) !.t-lY BE: SUBSTITUTED, ALL OR PART, FOR ·
HYDRAUUCALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY ME:CHAN!CALL Y PUNCHING NO LE:SS THAN 50% OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSIS71NG OF AMMONIUM PHOSPHATE SULFATE, 15-20-D, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE: PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 5: 1
b. HARROWING AREAS 6: 1 OR FLA TTE:R THAT ARE: SUFFICIENTLY FR/ABLE.
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 ADDmON 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, FDR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RE:LEASED.
I REAR DECK
I /.
I
\
\
\
I
200
SCALE 1'=200'
1----11 \I,, -
i_-~1 ~
\
1~, -::;:, -;;;
\\
\
\
I
J) L-------
400
1 0PT/ONAL i_ OUTDOOR -l ROOM PLAN 1 PLAN 2 PLAN 3
"EXTERIOR WINDOW" AS J
SHOWN ON SITE
DEYELOPMENT PLAN
I ..
~ I
"EXTERIOR WINDOW" AS ~
SHOWN ON SITE
DEVELOPMENT PLAN
I
□
PLAN OPTIONS
NTS
7
"EXTERIOR WINDOW" AS ~
SHOWN ON SITE
DEVELOPMENT PLAN
BENCH MARK
DRIVEWAY APPROACN
DESCRIPTION;
LOCATION:
U.S.C. & G.X. BRASS DISC STAMPED
"K302., 1935" IN CONC. MON.
POINT LIES 8.5' EASTERLY OF EASTERN ~--
/
/
71 '
.f~>9/o
ii' I
9' if
I ' I
fl "~ Q ~~' !Rf
c:u ', f
I
I
0 J/ "'
KEY MAP
SCALE: 1 "=200'
----·--PROJECT BOUNDARY
LOT LINES
@ LOT NOS.
@] SHEET NO.
I 4 • vrnncAL CURVE
6"-8" ABOVE
STRAIGHT GRADE
--,-
_ STRAIGHT GRADE FROM BACK OF
GARAGE SLAB
------DRIVCWAY APPROACN TO GARAGE SLAB.
NOTE:
1j THE MAXIMUM DRIVEWAY SLOPE, MEASURED ON THE LOWER OR STEEPER
SIDE OF 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 VERTICAL
CURVES AS SHOWN. THIS '.ROLL" IN THE DRIVEWAY IS INTENDED
TO HELP AVOID BOTTOMING BY LONGER VEHICLES ANO TO MAKE
THE DRIVEWAY MORE PLEASING VISUALLY.
DRIVEWAY TRANSITIONS FOR
DRIVEWAY EXCEEDING 10% SLOPE
NTS
FIBER ROLL
NTS NO MOUND/NG !N THIS I AREA (TOP OF SLOPE 0.5'
MIN ABOVE SWALE &
I NOT TO EXCEED FINISH
PAD E:LEY.)
PLACE F1BER \ ~~;;t-t--GRAVEL BAGS
ROLLS DUR/NG DRAIN BOX
GRADING OPERAT/ONY!i..,_..J..~,.:.i---.-..,1,,'""'1.,...~~-S~
SIGHT DISTANCE TRIANGLE:
(2.5' MAX HEIGHT OF ANY OBJECTS,
VEGETA T/ON, SLOPE & ETC.)
PAD
TYPICAL CORNER LOT
CURB
NOTE: SIDE SLOPE: RATIO VARIES
4' AND UNDER ARE 1.5;1 &
OVER 4' ARE 2;1.
TYPICAL LOT PLOTTING DETAIL
NTS PL VARIES 5' 3' MIN
6" MrN. MUDS/LL
SIGHT DISTANCE SETBACK SECTION A-A NIS
PLAN VIEW
@ FOUNDATION 0
SECTION 0-D
TYPICAL DEEP FOOTING DETAIL
NTS
HOUSE
L L 4' EXISTING BERM TO REMAIN AND
CONTRACTOR SHALL MOfJfFY FENCE
HEIGHT AND LOCATION AS NECESSARY
TO COMPLY WITH CITY REQUIRE:MENTS
12·
EX/STING GROUND SURFACE
SECTION 8-8 H IN FEET L IN FEET
NOTE;
FOOTING DEPTH ON THIS
DETAIL IS DIAGRAMMATIC;
SEE PLAN FOR ACTUAL
DEPTHS
L FOOTING DEPTH
PER ARCHITECTURAL
DRAWINGS
PROPERTY LINE
FENCE
o'-5' -
5'-20' 2.5'
20•-40• 5'
OVER 40' 10·
SLOPE ROUNDING DETAIL
(DOES NOT APPl.Y TO SIDE
SLOPES BETWEEN RESIDENTIAL
UNITS)
5' 7.5' MIN L
4' 3' MIN
(t' MIN)
ELEV MUST BE EQUAL
TO BLDG. PAD ELEV. OR
HIGHER
DEEPENE:D FOOTING
WHEN REQ'D
(SEE DETAIL AT LEFT) SECT/ON C-C
4' 3' MIN.
F.F.
1 • MIN. -!---ttl
6" MIN,
If SWALE If SWALE
2% MIN. -21% MAX.
SIDE YARD DETAIL
NTS
4' MIN. HOUSE
F.F.
REVIEWED BY: -----/s.: ~ ..... ,
INSPECTOR ' CTI CITY OF CARLSBAD 1----!;---1-----------------+---t--+---t---l ENGINEERING DEPARTMENT
l----!1---1-----------------+---i----i---r--i
_,,,,,.,,.,., ------------·-·--------_, --·
ENGINEER OF WORK
PRECISE' GRADING & EROSION CONTROL PLANS FOR:
VILLAGES OF LA COSTA
NEIGHBORHOOD 3.8 PHASES 4, 5 & 6
BERM LINE ON RANCHO SANTA FE ROA[),
133' NORTHERLY OF ELECTRIC
TRANSMISSION LINE: POLE MARKED '71.23011 " AND "rl1 .J825 • AND APPROXIMATELY 1.2 MILES NORTHERLY
OF THE INTERSECT/ON OF RANCHO SANTA FE: ROAD AND LA COSTA AVENUE. R~t~
ELEVATION: 533.39 NGVD 29 MSL R.C.E. NO. 48670 EXP. 6/30/04
,,\0270\8.Eng\PRECISE\PA 3.8\Phase 4\0270PGP',4SHT02,ciwg[ 1275JFeb-09--2GJ4,16,02 W.0 NO 0061-0379
C ::
I\) C)
0 .a:::--..... .....
.a:::-I .....
0
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PlANNtNG 10179 Huennekens Street
[NQNEERING San Diego. Ca 92121
SURV!::Y!NG PH(858)55tl-4500· FX(658)558-1414
17.0'
0
~
93.94' : 84.60
20 40 60
~IIIIIIIIIIIIIIIIIIRIIIIII------,
SCALE 1•~20•
'
DESCRIPTION:
LOCATION:
ELEVATION:
/ 85.40' 85.80'
PHASE4
(LOTS 15-19)
~~\liESSI~
'/&~~\l~OL~~ §'$ ~ ,,
{Q NO. C-48670 i
Exp: 00-30-00
~ CM\. ~ ... :flt OF CA\.l\\l~
BENCH MARK
U.S.C. & G.X. BRASS DISC STAMPED
"1<302., 1935• IN CONG. MON.
POINT LIES 8.5' EASTERLY OF EASTERN
?'-ortss, o,v. r-~4, ~ '4. ~ ~ ,;;. C, "' --~O: Zz 3 NO. 48670 "' "; EXP. 6/30/04 J:: • ., ' ...
~, .C/V\\ d"t'
t; OF' Clr.L\~
BERM LINE ON RANCHO SANTA FE ROAD, 133' NORTHERLY OF ELECTRIC ENGINEER OF' WORK
TRANSMISSION LINE POLE MARKED
~-./~').~
"Tl.23011" AND "77.1382S" AND
APPROXIMATELY 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO
SANTA FE ROAD AND LA COSTA AVENUE:. RAOND L. MARTIN
R.C.E. NO. 48670 EXP. 6/30/04 533.39 NGVD 29 MSL
,3/.,Jy
DATE
. "'---------
86.60'
040204
"AS BUILT"
~--LY~ a/J.iA< . .
DATE RCF 48w7o EXP. {;,/30/08
REVIEWED BY:
-;;;;:;:, • -:I-n,j1u.1.., 1/,
INSPECTOR e:::: DATE
I SH;ET I CITY or CARLSBAD ] i SHEETS
ENGINEER""G DEPARTMENT___ .. f 7
!PRECISE GRADING & EROSION CONTROL PLANS FOR; -~--·--··
i
VILLAGES OF LA COSTA --· -------... ~-·-,----------·-----
i
I
NEIGHBORHOOD 3.8 PHASES 4, 5 & 6
-----____ ,, ----..
APPROVED LLOYD HUBBs.d'r ~ ~ A¥ 1'.~ ~~,<. __ :J /,2!.Y,_~
CITY ENGIN't-RCE 2-EX• ///,)//05 . DATE
1.2/0:::va Rl.A1 ti\ "AS-dtlli!. T" OWN BY, PROJECT NO. DRAWING NO. DATE INITIAL OATE INITIAL CHKD BY, .. ~ Cf 99-04-01 414-1 C DATE INITIAL
SDP 03-07 REVISION DESCRIPTION RVWO BY: / ·"~ ENGINEER OF WORI OTHER APPROVAL CITY APPROVAL -
....
! . -'' -R•\0270\&Eng\PREC,SE\PA 3.8\PhQse 4\02tOPGPH4S'JT03,ciwg[ 1275JFeb 09 20C416 51 W.O NO 006, 0379
87.60' I 93.30
I
:;, :. ....
..
I
I
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Huennek€tls Street
ENGINEERING San Dfego. Ca 92T.l1
SURVEYING PH(858)55tH500· F>:(858)558-1414
93.87'
PHASE4
(LOTS 20-24, 29-32)
DESCRIPTION:
LOCATION:
ELEVATION:
BENCH MARK
U.S.C. & G.X. BRASS 0/SC STAMPE:D
"K302., 1935 • IN CONC. MON.
POINT UES 8.5' EASTERLY OF EASTF:RN
BERM LINE ON RANCHO SANTA FE ROAD, I JJ' NORTHERLY OF ELECTRIC
TRANSMl¥j/ON LINE POLE MARKED "rt.23011 AND "1113825' AND
APPROXIMATELY 1.2 MILES NORTI-IERLY OF THE INTERSECTION OF RANCHO
SANTA FE ROAD AND LA COSTA AVf:NUE.
533.39 NGVD 29 MSL
• • 9~.~2·-~,1 •.
'·-..
ENGINEER OF WORK
? /,t~
~MARTIN
<3iffr'I ,
DATE
R.C.E. NO. 48670 EXP. 6/30/04
0
Gfr=485.3
.
1
484.5 TG
20 40
SCALE 1'0 20'
60
REVIEWED BY:
-r.:~.l7
INSPECTOR
12./uj,~
DATE
fsHml CITY OF CARLSBAD ! I SHEETS I
~=====~=====:=================================:=====~=====:====~====:::: ~ ENGfNEERING DEPARTMENT i 7
l-:-a==+=.-.h,--,,--.c=---c~-c---~~·······················-----+--------+-----+---+----4 ~l"-5'/~ R.lh\ 1'AS-Bt.ll.l T"
DATE ) INIT!AL DATE INITIAL DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
-------··----PRECISE GRADING & EROSION CONTROL PLANS FOR:
VILLAGES OF LA COSTA
NEIGHBORHOOD 3.8 PHASES 4, 5 & 6
APPROVED U OYD 1-/UBBS r
~c.,;,E-..lX h-,,,=c~,6:s¥~~
DWN BY: ____ ,
CHKD BY:-~·-···
RVWO BY:
PROJECT NO. [.DRAWING ND.
CT 99-04-01 414_1C
SDP03-07 · ~---··-·-······· ···-···--'
Ri\027C\8.:'.>1g\PRE:.:ClSl:_\WA ~~.8\Pho.c;e 4\0i?70PGPH4SHT0.4.,dwg( 1275Jreb--09 2C'.)4:1G:~J w.o NO 0061-0379
040204 . .
C
~
C)
.a;::. .....
.a;::.
I .....
0
\ •
' ' '
PlANNINC
ENQNEfRING
SURVEYII\G
HUNSAKER
& ASSOCIATES
SAN DIEGO. INC
10179 Huennekem Street
San Diego, Ca 92121
l'H(858)5584500· FX(8S8)558-1414
0
~
20 40
I
SCALE 1'=20'
459.9 TG 45.
i I
! ' i I i l
" ''
I
, ...,_
(
462.4 TG
~ 4 1
~ 1VPTl(JN,li,L
!· .. ;OUTDOOR f2,0 i ...
31.9' i
··-/-
79.84'
_ fl¥_ .3 ____
yl"' ----~
6.8'
'--------'--'---..J--Jf~: PAD=471.50 , 1
PAD=463.00
FF-463. 75
4.0' 14.8'
OESCRIP77ON:
LOCATION:
E1£VA77ON:
PHASES
(LOTS 7-10, 33-35)
BENCH MARK
47 ,2
H
I s_o'
REVIEWED BY:
INSPECTOR r/
1-------_---_----_:! ===~=====================j====~==~===~===; I sH~ET I . _c __ i_r_Y_o_F_c_A_R_L_s_B_A_o_ I sH~Ts I I _ ENGINEERING DEPARTMENT
i
l---+---+---------------1-----+--4---------
PRECISE GRADING & EROSION CONTROL PLANS fOR:
VILIAGES OF LA COSTA
NEIGHBORHOOD 3.8 PHASES 4, 5 & 6 U,S.C. & G.X. BRASS DISC STAMPED •K302., 1935" IN CONC. MON.
POINT LIES 8.5' EASTERLY OF EASTERN ,_ _____________________ l-----+----1--------------------------!----1------1---+------l :================-·=·--=-=-·====::;
BERM LINE ON RANCHO SANTA FE ROAD, ENGINEER OF WORK APPROVED LLOYD HUBBS d'Y-
133' NORTHERLY OF ELECTRIC 4, C 1 ..,.;,:::-_,;, ~e::zl; ',ll ,?,/..:7t.,1/,:,"/ f!/tffJff!iKJ.'tl't:ifi_ /JJ~'s-A!JffffED /J CITY ENCINEEPRcriillC Fl<P 1 2/ 31,105 7 DATE
APPROXIMATELY 1.2 MILES NORTHERLY ';;;:_ j U,c, J_ -/./1./ /.;1/b<'/~ RlM lj\ "AS-13il//,T" ----~--OF TH£ INTERSEC770N OF RANCHO __ , _ . _ __ ~-'.::Pl .JjS"/f.>7 E I T -DWN BY: ---R._" -,----<.::I"--PROJECT NO. DRAWING NO.
SANTA FE ROAD AND LA COSTA AVENUE. R/!lf,IIIOND L, MARTIN DATE DAT ' INI IAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY:'~~~,----~1i9o-043-o·~l 414-1C
533.39 NGVD 29 I.ISL R.~.E. NO. 46670 EXP. 6/30/04 ENGINEER OF WDR OTHER APPROVAL CITY APPROVAL RVWD BY:
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4.00%
.
HUNSAKER
& ASSOCIATES
SAN DIEGO, !NC.
PLANNING 10179 Huennekens Street
ENGINEERING Sar. Diego. Ca 92121
SURVEYING PH{858)558-4500· FX(858)55S-1414
DESCR/PTTON:
LOCATION:
PHASES
(LOTS 11-14)
BENCH MARK
fl:S.C. &: G.X. BRASS DISC STAMPED
'K302., 1935 • IN CONG. MON.
SEE SHEETS
0 20 40 50 -,---~
SCALE 1"=20'
"AS BUILT" fr.( d;:'-1,../:. ,,/4/4.
Rc"ffJ{p7o EXP. <,,l.3e>loA DATE
REVIEWED BY:
INSPECTOR
............ -4---+-------------~· .. ·-·········-·i---+---II SH6EET I CITY OF CARLSBAD-I SHEETS I
i---+---f---------· .. -··· .... -----':--.......,--_._ __ .,,_ _ __, ~===-====E:::NG:::l:::NE:.:E:.:Rl:.::N:::.·G=D:::E=PA=R:.:T=ME:::N:::T==='....'.==7=~
1---+----f--····· .. -· .. ------------'-1 ---+--+-----lf----1 PRECISE GRADING & EROSION CONTROL PLANS FOR:
---------------+---+-----------------,'---f----1----+-----··---VILLAGES OF LA COSTA
NEIGHBORHOOD 3.8 PHASES 4, 5 & 6
POINT LIES 8.5' EJJ.STERLY OF EASTERN ,_______________ ...
BERM UN£ ON RANCHO SANTA ff: ROAD, ENGINEER 0,.. WORK ·········-·-+---+-----------------1-----1-----l---+---I APPROVED LLOYD HUBBSQ,Y
IJJ' NORTHERLY OF ELECTRIC ' ~~ --,:;, ve--;;. • . i/4t.YJ<>Y
'iL2J011" AND 'il13825" AND r.:::-7'-=t-::-:-:c:-t-;:--;:-7=-;::-:-:c-:-::::-:----------f----···~········ .... .j....... _ _.,. __ _, CITY ENGINEEW RCE ?.lll EX0 1 ~-" '0 DATE
OF THE !NTERSECTTON OF RANCHO""-Z~-~ .,~7tt ·····------+---+---+--+-----t OWN BY:~~ PROJECT NO. DRAWING NO.
TRANSMISSION UN£ POLE MARKED ~ . ... °" . ;,
APPROXIMATELY 1.2 MILES NORTHERLY -£'.!~~~ i'..!!C l_,,,,::./1,'1:!~~ .L::_ _ _<:'~'..:I J,..~~/A'1Y'.__J/.'-":,2/.°;;;t,~c/Ji,"'t,,~DI' J~A~A\Q,.'.L" A"'1.,_ c;-,.,,l:SU""-'!:k..!ITc.....' .. ' _.. ~----~
SANTA FE ROAD AND LA COSTA AVENUE. ROND L. MARTIN ~ DATE _l)ATE INITIAL... REVISION DESCRIPTION ; DATE INITIAL DATE INITIAL ~~~ ~~: Jl,.S,,; ~1ro~o~I 414-lC
,._ELEV,_r-1 .. r. .. 10 .. N .. : _ .. SJ .. J ... J .. 9_N ... GV. ... 'D..;,.29;.....M.;.SL;;_ _____ .,_.R:_C.E. NO. 48670 EXP. 6/.30/04 ENGINEER OF WORI i OTHER APPROVAL CITY APPROVAL ~ ........... <::f:S:. ~------~
,,\02/0\&Fng\PRC::ISE\Pf, 3.8\Prose 5\C270PGPll5S1 ITG6,clw£' 1275JFeb·19-20C4 l6 36 W.0 NO 0061-0379
PlANNINC
ENGINEER INC
SURVEYING
HUNSAKER
& ASSOCIATES
SAN DJECO, INC
10179 Huennekens Street
San Diego, Ca 92121
PH(B.58)558-4500· FX(856)558-1414
0 20
~
SCALE
40 60
' 1"= 20'
-2-•-. ..
1DPTIONAL
10UTDOOR
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7.0'
5,4
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24.7'
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I REAR DECK
-,
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~ GFF=483.4
I c._:,
DESCRIPTION:
LOCATION:
ELEVATION:
PHASE6
(LOTS 1, 2 , 6, 36-39)
BENCH MARK
"AS BUILT" ~✓4J::-:
RCE 4-Bfo?o EXP, w/,30/08
,1/'uoc.
DATE
REVIEWED BY:
--z;;;.t=:. ·.:,
INSPECTOR
1---_ -_ ++--_ ---~L.~ -_-_-_ -_ -_ -_ -_ -_ -_ -_ ----=-··_···_····~~~~~~:~~~~;~~:~~~;~~~ 1 SH7EET I CITY OF CARLSBAD SHEETS
-'.====-====E:::N:::G::IN':-E::E:=Rl::NG=D~E~P:::AR~T~M::E::NT~~~;:;=7=::;
1----J.....--.J.-..----------------t----t---t---t---f PRECISE GRADING & EROSION CONTROL PLANS FOR:
VILLAGES OF LA COSTA
U.S,C. & G.X. BRASS DIS'C STAMPED 1----l---+-----------------t~·--,,--------~-~-+--->-----t
"1<302., 1935• IN CONC. MON. -f---·············· ··----------+---+--t----t---1 ~==========:c============:.
NEIGHBORHOOD 3.8 PHASES 4. 5 & 6
POINT LIES 8.5' EASTE:RLY OF EASTE:RN 1------~==~~==--c-----... ··_· _··_· ·_···_···...j..... __ .J.-.. ________________ t---+--t---t---f APPROVED LLOYD HUBBS 6'r: , , ; i
BERM LINE ON RANCHO SANTA FE ROAD, ENGINEER OF WORK A < ~ ~~ r ',( 3 /~ '1/e 'I I W.:.1/J/Cfi/ftf¼if" pfJ-JP7:J.~KED ~ CITY ENGINrriVRcE 2 3RFi?t . '"P 7?/;1,£n5' ~ DATE i
fil3011' AND 7L13825" AND ~~ ~ S "'" APPROXIMATELY /.2 MILES NORTHERLY ,I ,.J /_,, "'y '/'I ·,x,<llr" OWN BY,~---c PROJECT NO, DRAWING NO.
OF THE INTERSECTION OF RANCHo•e, ,r, ~/ DATE INITIAL DATE INITIAL CHKD BY,~~--1 CT99-04-0l 4 lC
SANTA FE ROAD AND IA COSTA AVENUE RA~D L. MARTIN DATE REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY, SDP03-07 41 .
533.39 NGVD 29 MSL R.C.E. NO. 48670 EXP. 6/30/04
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