HomeMy WebLinkAboutDWG 406-5B; CT 02-20; LA COSTA GREENS NEIGHBORHOOD 1.10; 01-19GRADING NOTES
(IN A_DDITION TO TH[ REQUIREMENTS OF CHAPTER 15. 16 OF THE
CARLSBAD MUNICIPAL CODE)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY TH£ CITY
OF CARLSf3AD REGARDING GRADING SHOWN ON THIS SU or PLANS.
2. APPROVAL OF THIS PLAN DO[S NOT LESSEN OR WAIVE ANY PORTION OF TH[
CARLSf3AD MUNICIPAL COO£, RESOLUTION OF CONDITIONAL APPROVAi, CITY
STANDARDS OR OTH[/i' ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. TH[ ENGINEER IN RESPONSIBLE Cf/ARG[ SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS 0/SCOV[RED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE TH[ DEVELOPER OR [NG/N[[R-OF-
WORK FROM R[SPONS'/8/LITY FOR TH[ CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCT/ON. AU. PLAN REVISIONS SHALL 8£ PROMPTLY
SUBMITTED TO TH[ CITY [NG/NEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WI/ L BE REQUIRED FOR ANY
WORK IN TH[ PUE/UC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF /NSU/i'ANC[ MUST BE FILED NAMING TH[ CITY OF CARLSBAD AS
AN ADDITIONAL /NSUR[D ON THE PERMITTf['S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRIT/NG THE POLICY MUST HAV£ A RATING OF ':-1" AND A Sil[
£AT£GORY .. OF russ VAS ESTABLISHED BY "BEST$" KEY RATING GU/0[.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF TH[ UNIFORM BUILDING COD[,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY RFQU/RF SEPARATE
PERMITS FROM TH[ BUILDING DEPARTMENT.
6. NO WORK SHALL 8[ COMMENCED UNTI~ ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE ~TY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO 8[ PERFORM£ UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEFN OBTA!NfD AND A VALID G DING PERMIT HAS f3[[N ISSUED.
8. NO REVISIONS WILL 8[ MAD[ TO THESt PU\NS WITHOUT THE WRITTEN APPROVAL
OF TH[ CITY ENGINEER, NOTED WITHIN TH[ REVISION BLOCK, ON TH[
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME TH[ PROPERTY or THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. TH[ ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TH£ WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL 8[ SUBMITTED BY A PROFESSIONAL ENGINEER OF TH[ STATE OF
CALIFORNIA, PR/NC/PA/_LY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. TH[ SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE S0/1.S RFPORT IS REQUIRED
PRIOR TO TH[ ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER TH[ DIRECTION OF A PROFESSIONAL ENGINEER OF TH[
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE l,LL AREAS SHALL 8[ CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
" EARTHWORK SP[C/FICAT!ONS " ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL 8£ SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HUD AT TH[ SITE PRIOR TO THE
BEGINNING OF WOR~~ AND SHALL Bf ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCT/ON INSPECTION. SUPERVISION, TESTING AND ALL
OTHER ASPfCTS OF rHE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH TH[ PERMIT CLERK (760) 4J8--J891 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AV~ILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL 8[ PROVIDED BY
THE PROJECT INSPECTOR AT THE MEET/NC.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MECTING WILL BE
MAD[ BY CALLING THE ENGINEER/NG 24-HOUR INSPECTION REQUEST LINE AT
(760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR .TO. 2:00 P.M,
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT woqK DAY UNLESS YOU R[QU[ST OTHERWISE. REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. TH[ OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL 8[ SOLELY RESPONSIBLE FOR CONFORM/NG TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. TH[ CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO Tl/[ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
TH[ DESIGN OF SHOii/NG, BRACING SLOPING OR OTHER PROVISIONS TO BE MAD[
OF WORKER PROTECT/ON FROM TH[ HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIP[ INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES F!V[ FffT (5') OR
MORE IN DEPTH AND APPROVED BY TH[ CITY [NG/NEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THf PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS £$TABL/SliED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8
CALIFORNIA ADMINISTRA TIV[ COD[. THE PlAN SHALL BE PREPARED BY A
REGIST(RW ENGINIT/l AT TH[ CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PFRMIT MUST BE SUBMITTED TO TH[ INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL 8£ PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSf3AD.. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. If ANY ARCHA[QLOG/CAL RESOURCES AR[ DISCOVERED WITHIN ANY WORK ARfA
OUR/NG CONSTRUCT/ON. OPERATIONS WILL CEASE IMMEOIATEL Y, AND TH£
PERM/TT[[ WILL NOT/FY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PFRM/TTEE HAS RECEIVED WRITTEN Al'"//ORITY (ROM TH[ CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON TH[ SITE OR ADJAC[NT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION or TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL 8[ UM/TEO TO THE PERIOD 8[7'1/[[N 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 UST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING OFPARTMENT COUNTER.)
21. ALL OFF-SIT[ HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPRQVA.L TWO FULL WORKING QAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL 8[ OBTAINED FROM, AND WASTE' MATERIAL SHALL 8£
DEPOSITED AT, A SIT[ APPROVED BY TH[ CITY [NG/NEER. THE CONTRACTOR
SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR AOJACEIIT STRffTS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN TH[ AREA TO BE GRADED. NO TREES ARE
TO tf[ REMOVED UNLESS SPECIFICALLY NOTE'D ON TH[ PLAN.
HUNSAKER
& ASSOCIATES
SAN DIEGO, IN(.
PlA~NING 10179 HuenrMikens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(656)'58-4.SOO· FX(656)556·1414
24. ALL AREAS SHALL BE GRADED TO DRAIN.GRAD/NG RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTH[,~ SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SU OF EROS/ON
CONTROL PLANS. £ROS/ON CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE rROJ[CT INSPECTOR.
26. ALL SLOPES SHALL Bt I.RIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SEC/ION. TH[ SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOS[D OF AT A SITE APPROVED OF BY TH[ CITY [NG/NEER.
27. ALL SLOPES SHAil BE IRRIGATED. STABILIZED, PLANTED AND/OR HYDROSiTDfD
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADf
AS SHOWN ON Tl/[ APPROVED GRADING PLANS.
28. LANDSCAPING SHALL 8[ ACCOMPLISHED ON ALL SLOPES AND PADS AS REOU/R[D
BY THE CITY OF CARLSf3AO LANDSCAPE MANUAL, TH[ LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. XXX X, AND/OR AS DIRECTED BY THE CITY
ENGINEER OR Pl ANNING DIRECTOR.
29. TH[ OWN[/1/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH TH[ LANDSCAPE
AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIM[ REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIP[ WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED l'ROVIDED DEPT// IS L[SS THAN 15 FffT AND f3ACKFILL[D WITH 3/ 4"
ROCK PER SDRSD S-4 TYPE "C" AND PIPE MffTS ASTM STANDARD J034 FOR
SOR 35 SOLID WALL Pl/'£.
J 1. WHERE AN EXISTING PIPE LIN[ IS TO 8[ ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHAil BE REMOVED WITHIN TWENTY FEET OF BU/ID/NG
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS TH[ PIPE WILL 8£ PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONTo'ACTOR SHALL VERIFY TH[ LOCA T/ON OF ALL EXISTING FACILITIES
(ABOVE GllOUND AND UNO[R GROUND) WITHIN TH[ PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT TH[ REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT TH[ ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
J3. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 l'ULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BfLL
ADELPHIA CABLE COMMUNICATIONS
COX COMMUN/CA T!ONS
CITY OF CARLSl3AO(STREETS & STORM DRAIN)
CITY OF CARLSl3AD(SEWER, WATER & RECLAIMED WATER)
LEUCADIA WASTEWATER DISTRICT
34. PERMIT COMPLIANCE REQUIREMENTS:
1-800-422-4133
1-800-660-7343
1-800-892-012J
(760) 438-7741
(760) 806-9809
(760) 434-7980
(760) 438-2122
(760) 753-015.5
A. FOR CONTROLLED GRADING-TH[ APPLICANT HIRES A CIVIL [NG/NEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERV[ AND CONTROL THE WORK IN PROGRESS / 15. 16. 120 A.8 /
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING
REPORTS MUST B£ SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR { 15. 16. 120 A. 10/ CARLSBAD MUNICIPAL CODE:
( 1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTfR FROM CITY [NG/NEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM TH[ SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPAC/TIES, A STATEMENT AS TO
TH£ 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 REQU/R[M[NTS AND
RECOMMENDATIONS OUFUNED IN THE PRELIMINARY SOILS REPORI
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY TH[
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ON[ ( 1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE R[QU/R[O FOR
ANY SUCH RECHECK.
36. THE SOILS REPOl?T TlrL[D VILLAGES OF LA COSTA "THE GREENS"
PREPARED BY GEOCON, JUN[ 25, 2001, UPDATED DECEMBER 16, 2003.
SHALL BE CONSIDERED AS A PART OF THIS GRAD/NC PLAN. ALL GRADING
SHALL BE DONE IN ACCORDANCE WITH TH[ RECOMMENDATIONS AND
SP[C/t!CATIONS CONTAINED IN SAID SOILS REPORT.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL
NOS. 213-112-01 , n-!E CALIFORNIA COORDINATE
INDEX OF THIS PROJECT IS N UlBJ E ~
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
AERIAL SURVEY BY SAN-LO AERIAL SURVEYS (1-30-97)
AND FIELD SURVEY BY O'DAY CONSULTANTS IN APRIL, 2001.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS. EXISTING CONTOURS WITHIN GRADED
AREAS RfPRESENT MASS GRADING PER DWG. 397-2A.
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWING NO. -397-2
CITY OF CARLSBAD DRAWING NO. -397-2A
CITY OF CARLSBAD DRAWING NO. -406-5
CITY OF CARLSBAD DRAWING NO. -406-5A
OWNERS / PERMITTEES
PULTE HOMES
5993 AV[NIDA ENCINAS
SUIT[ 101
CARLSBAD CA, 92008
(760) 795-2200
SHEET INDEX
SHEET I TI Tl£ NOTES
SHEEf~~ KEY MAP, NOTES B DETAILS
SHEEC~PREC I SE GRAD I NG PLAN
EARTHWORK QUANTITI
CUT,
FILL, £
EXPORT
REMEDIAL
* QUANTITIES SHOWN ARE FOR BOND/NC ONLY AND
AR[ NOT TO BE USED FOR BIDDING, BUDGETS
OR OTHER PURPOSES, AND ARE BASED ON 50
CY /LOT, AS SPECIF/ED BY TH[ CITY.
PRECISE GRADING AND EROSION CONTROL PLANS FOR
LA COSTA GREENS
NEIGHEIORHOOD 1. 10
ci5srA
VICIJ\JITY
N. T.S.
OWNER'S CERTIFICATE
MAP
F
ARCOS
I
PROJECT
?-----4·-' SITE
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GFOLOGIST HAS BEEN OR WILL
8[ RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION
AND STABILITY OF THIS SITE.
11/otjof
DATE '
SOILS ENGINEER'S CERTIFICATE
I, SHAN[ RODACKER, A REGISTERED CIVIL [NG!NF[R IN TH[ STAT£ OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS. </EREBY CERTIFY THAT A SAMPLING AND STUDY OF THE
SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JUN[ 25,
2001, UPDATED JULY 19, 2004, TWO COMPLETE COPIES OF TH[ SOILS RFPORTS COMPILED FROM THIS
STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO TH[ OFFICE OF TH[ CITY ENC/NEER.
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
INCLUDED IN THE SOILS REPORTS FOR THIS PRO,IFCT HAVE BEEN INCORPORATED IN TH[ GRADING PLANS
AND SPECIFICATIONS
~J?~---SHANE RODACKER
R.C.E. NO. 63291 EXP. DATE: 6/30/06
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERC I SEO RESPONS I BL£ C.~ARGE OVER TH£ DES I GN OF TH£ PROJECT AS
DEF I NED IN SECT/ ON 6703 OF THE BUS I NESS ANO PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
f UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY
THE Cl rY OF CARLSBAD DOES NOT REL/EV£ ME, AS £NG/NEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DES I GN
FI RM: HUNSAKER 8 ASSO_C_L1L=------
AOOR£SS, 10179 HUENNEKE=NS~A~Y.~------
LEGEND OF ABBREVIATIONS
CITY, ST., SAN Dl£fill_c.a_ _______ _
TELE~BI~
BY,__ _{j!~--________ DATL
RAYMOND L . MART IN I •
P £ ND. ,_R_CE 4_?iiJy0 _________ _
EXP I RA Tl ON DA TE, .JiL.J.QL.""---------
BASIS OF BEARINGS
n-!E BASIS OF BEARINGS FOR THIS SURVEY IS TH[ CALIF-ORN/A COORDINATE SYSTEM
-1983, ZONE VI, 1991.35 EPOCH, NORTH AMERICAN DATUM OF 1983 (NAD83),
GRID BEARING BETWEEN STATION CLSB-153 AND STATION CLSB 070 AS SAID -
SURVEY CONTROL NETWORK
/LED IN n-!E OFFICE OF THE
COORDINATES ARE PUBLISHED IN n-!E CITY OF CARLSBAD
ESTABLISHED BY RECORD OF SURVEY MAP NO. 17271, F
SAN DIEGO COUNTY R!:CORDER ON FEBRUARY B, 2002. I E: N 36'47'12" W
LEGAL DESCRIPTION
0. 99-03 LA COSTA
EGO, STATE OF CALIFORNIA,
BEING A SUBDIVISION OF LOT 10 OF CARLSBAD TRACT N
GREENS. IN THE CITY OF CARLSBAD, COUNTY OF SAN DI
ACCORDING TO MAP THEREOF NO. 14543, FILED IN THE
RECORDER OF SAN DIEGO COUNTY, FEBRUARY 12, 2003
NUMBER 213-112-01.
OFFICE OF THE COUNTY
ASSESSOR'S PARCEL
TC
GB
BVC
EVC
PVI
BC
EC
HP
LP
TW
BW
RP
FL
FS
ST
RT
N.T.S.
CTB
LT
MVC
GF
FF
OF
£OP
IE
FS
TG
TOP OF CURB
GRADE BREAK
BEGIN VERTICAL CURVE
END VERTICAL CURVE
POINT OF INTERSECTION
BEGIN CURVE
END CURVE
HIGH POINT
LOW POINT
TOP OF WALL
BOTTOM OF WALL
RADIUS POINT
FLOW LINE
FINISHED SURFACE
STREET
RIGHT
NOT TO SCALE
CEMENT TREATED BAS[
LEFT
MODIFIED VERTICAL CURVE
GARAGE FINISHED FLOOR
FINISHED FLOOR
DEEPENED FOOTING
EDGE OF PAVEMENT
INVERT ELEVATION
FINISHED SURFACE
TOP OF GRATE
WORK TO BE DONE
THE PRECISE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE
WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF
CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE.
2. CITY Of. CARLSBAD STANDARDS.
3. THIS SET OF PLANS.
4. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS
CONSTRUCT/ON (GREEN BOOK).
5. SOILS REPORT ANO RECOMMENDATIONS BY GEOCON, INC.
SOILS AND TESTING, INC. DATED, JUNE 25, 2001, UPDATED JULY 19, 2004.
6. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS
MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
7. FINAL PROGRAM EIR 98-07.
8. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS
FOR CONSTRUCTION OF WATER AND RECLAIMED WATER SYSTEMS.
9. n-!E LEUCADIA COUNTY WASTEWATER DISTRICT STANDARDS AND SPECIF/CATIONS
FOR CONSTRUCT/ON OF SEWER SYSTEMS.
10. IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUTION NUMBERS 5016, 5472, cl< 5473
DA TED OCWBER 15, 2003.
11. SWPPP WDID N0.'121.~:li~_'IQ."I. DATED JULY 7, 2004.
12. SWMP AMENDED JUNE 23, 2004
LEGEND
DESCRIPTION SYMBOL QUANTITY
DROPPED GARAGES ••
BACKFI.OW PREVENTOR REQUIRED •• (SEE NOTE 1 BELOW)
PAD ELEVAHON
FINISHED Fl.DOR ELEVATION
GARAGE FLOOR ELEVATION (FRONT)
LOT LINE
DEEPENED roOTINGS ••
WATER LA T£RAL •*•
SEWER LA TF.RAL •••
LOT N/JMBER
3" PVC AREA DRAIN
6" NOS SP£E-O DRAIN (OR £,QUAL)
STR£Er LIGHT •••
STORM DRAIN •••
EASEMF.:NT
3' CONCRETE WALK FOR REFERENCE ONLY
GRADE BREAK
CURB OUTLET PER SDRSD 0-27
AIR CONDITIONER PAD
ENTRY WITH CONCRETE STOOP
DRY UTILITY CONNECTION
GRA V£1. BAGS
FIBER ROLLS
•
• CITY OF CARLSBAD STANDARDS
•• CONSTRUCTED BY SEPARATE PERMIT
... PER DWG NO 406-5
NOTE 1: TWO STORY HOMES MAY HA VE DUAL WASTE
SYSTEM IF REQUIRED BY THE BUILDING OFFICIAL.
(
PLANNING DEPARTMENT APPROVAL
\Nv.i./Ao, ~~: 000,, oATE, 11/1'-/ti+ (SIG )
MICHAEL J. H0LlMILLER. PLANNING DIRECTOR
~~.,,,_-~~ DATE: 11/t'5jo4-
(SIGNED)
RECOMMENDED BY: hrbp.r.,._ l<ell\"'U'J1 (•RINT NAME)
I SH~ET I
* 12m
P=440.7
FF=441.45
GF=440.7
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REVIEWED BY:
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INSPECTOR
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;~ £
'5t,/':,c,LF
"AS BUILT"
DATE EXP.
DATE
(SR(ETS CITY OF CARLSBAD 19 ENGINEERING DEPARTMENT
PRECISE GRAD/Nr:J. & EROSION CONTROL PLANS FOR:~
~COSTA dREENS
N HBORHOOD 1.10
;zovro LLOYD HUBBS (~ r.. . /, /. ENGINEER OF WORK 0<5,6(,,,b• F'-u-1 ;-1, t-00 f'µAoec, "' ~=o ~ +-19 1 .. 1 .. 1 ():S ~L• A /;,P' ..,, -~-ve_;;-~ lf.__z ot
CITY ENGINEER reCE-2.'>~P._12/31/05' ' DATE -II I I /Oil RL..M ~ ADD P/.JASES 3·"5 St.ITS 'I -11 l'i/,, '( ~ 'd,v'
A/ -Q "'ld 11/2-/,,, 't 4/o4' RLM /\ ADD P/.JASES 1-2-SJ.ITS 4-6 , -· ~ 10
ITIAL-OWN BY: PROJECT NO. DRAWING NO.
DATE i INITIAL DATE INITII.L DATE CHKD BY: ,JLH ~~ ),/ONO L. MARTIN DATE REVISION DESCRIPTION RVWD BY: JLB CT02-20 I PUD02-10(A) 406-5B
R .. E. NO. 4B670 EXP. 6/30/06 ENGINEER OF WOR~ OTHER APPROVAL CITY APPROVAL
R:\0328\&Eng\Precise Grading\Models\0328PG01.dwg[ 1995jNov-04-2004:13:24 W.O NO 2350-13
' I
011805
GENERAL NOTES
1. SEE TRACT MAP AND EASEMENT PU, TS FOR EASEMENTS, DIMENSIONS AND /DENT/FICA TION.
2. PU,NS 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 U,YQUT AND DIMENSIONS AT JOB SITE.
6. SEE ENGINEER'S PU,NS FOR LOCATION OF UTILITIES.
7. NO DRIVEWAYS SHALL EXCEED 1 OJr GRADE WITHOUT A 4' VERTICAL CURVE AT GARAGE
AND RIGHT OF WAY. (SEE DETAIL)
8. PROVIDE GRADING DEPARTMENT CLEARANCE BEFORE FOUNDATION INSPECTION.
9. ALL FILL TO BE APPROVED COMPACTED FILL.
10. LOTS SHALL BE GRADED IN ACCORDANCE WITH CITY OF CARLSBAD.
11. CONTRACTOR TO PROV/OE TEMPORARY SANITATION FACILITIES.
12. THE ANGLE OF REPOSE IS AN IMAGINARY LINE 45 . TO THE HORIZONTAL, EXTENDING
DOWNWARD FROM THE HOTTOM CORNER OF ANY BUILDING FOOTING AND SHALL NOT
INTERSECT ANY PART OF AN EXCAVATION FOR UTILITIES, DRAINAGE, ETC.
13. FRONT WALK PER U,NOSCAPE PLANS.
14. Al.L DRIVEWAYS SHALL BE CONSTRUCTED PER SDRSD No. G-14A.
15. GARAGE FLOOR ELEVATION IS AT DOOR (2" FALL FROM REAR) AND EQUALS GROUND
ELEVATION AT HOUSE LINE UNLESS OTHERWISE SHOWN.
16. DURING HOUSE U, YOUT AND BEFORE TRENCHING ALL SETBACK DIMENSIONS SHOWN ON PLOT
PLANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER AND
CONTRACTOR FOR RES01'.UTION.
17. WALLS ANO FENCES ARE NOT PART OF THIS PERMIT. SEE LANDSCAPE PU,NS.
18, ALL PVC DRAIN LINES SHALL BE 4" SOLID WALL (UNLESS OTHERWISE NOTED),
SCHEDULE 80, 1 Jr MIN SLOPE.
19. ALL DRAINAGE INLETS CONSTRUCTED ON BUILDING PADS SHALL BE NOS 6" SPEE-0 BASIN
OR EQUAL. ALL DRAINAGE INLETS CONSTRUCTED WITHIN THE PUBLIC RIGHT or WAY SHALL
BE BROOKS 012424-24" SQUARE CONCRETE CATCH BASIN WITH METAL GRATE OR EQUAL.
20. ALL LOT DRAINAGE SWAl.ES ARE TO BE A MINIMUM or 1. 0 % SLOPE.
21. ELEVATIONS ON THIS P/_AN SHOWN AS "57.00" ARE TRUNCATED IN THE ONE HUNDREDS
PLACE BY 100.00 AS APPLICABLE. IE. 51.00 = 151.00
22. SETBACKS FOR THIS PROJECT ARE AS FOU.OWS:
FRONT YARDS = 15 FEET M!N/20 FEET AVERAGE
REAR YARDS = 20 FEET
SIDE YARDS = 14 FEET/5 FEET MIN (20% OF LOT WIDTH or
MINIMUM STANDARD LOT SIZE, 70', PER MASTER PLAN)
2 3. SEE SOILS REPORT DATED JUNE 25, 2001 AND UPDATED DECEMBER 16, 2003, PREPARED BY GEOCON.
24. FOR ROUGH GRADING PLANS AND SPECIFICATONS SEE CITY or CARLSBAD DWG. ND. 406--5A
25. STREET, CURB, & PAD ELEVATIONS ARE PER EXIST PLANS & SHOULD BE VERIFIED IN THE
FIELD. IF ACTUAL ELEVATIONS VARY FROM THOSE SHOWN, NOTIFY THE ENGINEER or WORK
AT (858) 558-4500.
26. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DATED 05/26/04.
2 7. DRIVEWAY PAVING MA TEFIIAL TO BF 4 " P. C. C. MIN.
28. STREET ADDRESS SHALL BE LOCATED ON BUILDING EXTERIOR IN ACCORDANCE WITH CITY FIRE CODE.
29. SEWER I/' CLEAN-OUTS ARE PER LEUCADIA WASTEWATER DISTRICT.
30. AN APPROVED BACKWATER VAL VE IS FIEQUIRED FOR DRAINAGE PIPING SERVING FIXTURES LOCATED
BELOW THE ELEVATION or THE NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE SUC/1 ELEVATION
SHALL DISCHARGE THROUGH THE BACKWATER VALVE
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BRIAN STUP @ 760-795-2200
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MAO[ AVAILABLE AT ALL
TIM[S DURING TH[ RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION or TEMPORARY DEV/C[S WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL or THE ENGINEER/NG INSPECTOR.
4. THE CONTRACTOR SHALL Rt-STORE ALL EROSION CONTROL O[VICES TO WORKING ORDER
TO THE SATISFACTION or THE CITY ENGINEER AFTER [ACH RUN-OFF PROOUC/NG
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE C/7Y ENGINEER OU[ TO UNCOMPLET[D GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL B[ RESPONSIBLE ANO SHALL TAKE N[CESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESF~SS ONTO AREAS WH[RE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROV/OED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE or
SLOPE AT THE CONCLUSION or EACH WORKING DAY.
9. ALL RFMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40Jr). SIU AND OTHER DEBRIS SHALL BE REMOVED AFTEFI EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRAT[.
I I. SHOULD GERM/NATION OF HYOROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVEFIAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 or
THE EROSION AND SED/MtNT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
ORMWAY APPROACH
r··~-
6"-8" ABOVE
STRAIGHT GRAD<
GARAGE SLAB
STRAIGHT GRADE FROM BACK OF -------DRMWAY APPROACH TO GARAGE SLAB.
NOTE:
1) THE MAXIMUM Dli'IV£WAY SLOPE, MEASURED ON THE LOWER OR SffEPER
SIDE OF THE DRIVEWAY, SHALL BE 14-X. SLOPES EXCEEDING 14-X SHALL
REQUIRE SPECIF1C APPROVAL BY THE::. ;Ji;ltFJ:.::!t/ :R;,1:~u~f ;Ul:'(15.et
C:.ITY E.~NEER.
2) WH!'N n-lE MAXIMUM Dli'IV£WAY SLOPES EXCEEDS IOX, INCORPORATE VERTICAL
CURVE TRANSITIONS AS SHOWN. THIS "ROLL• IN THE DRIVEWAY IS INTENDED
TO HELP AVOID BOTTOMING BY LONGER VEHICLES ANO TO MAKE THE DRIVE
MORE ,"LEASING VISUALLY.
DRIVEWAY TRANSITIONS FOR
DRIVEWAY EXCEEDING 10% SLOPE
NTS
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(BS8)5584500· FX(858)558·1414
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL. PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION Sr/ALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 or THE STANDARD
SPECIFICATIONS AND THE FOLLOWING:
A. HYOROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBI.IC WA/_ L OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. .
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF lHE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OF/ GENERAL
LANDSCAPING) WITHIN 60 DAYS or ROUGH GRADING.
b. IDFNT/FIFD BY THE PARKS AND RECRFATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDFIOSEEOEO AREAS SHAU_ BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPEFI ANO THAT AF/£:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM or LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100Jr COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BC WATERED BY A CONVENTION-
AL SYSTEM or I ow PRECIPITATION SPFIINKLER HEADS PF/OVID/NG 100:r
COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROV/OF IRRIGATION TD THE CITY ENGINITR. THE
PROPOSAL SHALL BE SPECIFIC REGAFID/NG THE NUMBERS, TYPES AND COSTS or
THE ELEMENTS or THE PROPOSED SYSTEM.
3. IFIRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH Of THE HYDR051TDED GROWTH.
c. r/YDROSEEO!NG MIX SHALL CONSIST or ALL OF THE FOLLOWING:
D.
E.
I. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOi.. CIA CAI IFORNICA 0
d. 4 lbs. PER ACRE or ACHILLEA MILLEFOUA
e, 3 lbs. PER ACRE or AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE or D!MORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA Bf/NG HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OF/ RFSIDENTIAL STFIUCTUFIES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCUIATFD WITH A NITl?OGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING DR
BROADCASTING BEFORE HYDROSEEDING.
,. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
ANO AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON--PHYTO-TOX/C WETTING AGENTS MAY BF ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION Of THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE or 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
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS Tl/AN 50Jr or
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING or AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15Jr SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDEO SHALL BE PREPARED PRIOR TO HYDROSEEDING BY·
I. RDUGr/ENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6.1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BFIEAK UP USING !TFMS 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
SA TUFIA TED SEED BFD.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TD PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDEO AREAS SHALL BE MAINTAINED TO PROVIDE: A VIGOROUS GFIOWT/-1 UNTIL
TIIE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEO/NG IS
T/1£ PERMANENT U,NDSCAPING, UNTIL THE PROJECT IS COMPLET[D AND ALL BONDS
RELEASED.
-PROPERTY LINE
FENCE
HOUSE >---+-:1' MIN.
5' .J' MIN. , 7
1' MIN.~, --e,
5' MIN.
F.F. ~ F.F.
6" MIN. ..;.;..;.
rn~
6" MIN. lj_ SWALE
2Jr MIN. -21% MAX.
• PER SOILS ENGINEERS RECOMMENDATIONS
SIDE YARD DETAIL
NTS
·wm-m-·
200
KEYMAF'
PROJECT BOUNDARY
------LOT LINES
3 LOI NOS.
~ SHEET NO.
400 600
PROJECT ~-BOUNDARY
f'l-\ASI:. 3 s111s q-11
( LoT0 '1..0, 41-';',O)
PHASE 2.. 0\.-ITS l~E>
( l.,OTS l-1-Z.4, YS-4o)
B
PL
~1 l B ~1 J 1%
~
I ( ';,~MIN "'t:a: \
;::; "'~
"' -
A A
C 5'/
"1:11
·-
5'
TYP
CURB
TYPICAL LOT EROSION CONTROL DETAIL
NTS
C
NO MOUNDING
IN THIS AREA (TOP OF SLOPE 0. 5' MIN ABOVE
SWALE & NOT TO EXCEED FINISH PAO ELEV.)
GRAVEL BAGS (TYP.)
SCALE 1"=200' FIBER ROLL 8" AIIN
PROJECT
BOUNDARY.,.---
P~A0E S swrs 1<o,1c..+1
••
(LOTS [1-lB,'-"l-t;~-~
SIGHT DISTANCE ffl/ANGLE
(2.5' MAX. HEIGHT or ANY OBJECTS,
VFGETA TION, SLOP[ & ETC.)
lYPICAL CORNER LOT
SIGHT DISTANCE SETBACK
NTS
ENGINEER OF WORK
~,er,1x~a.L:_
RA ND L. MARTIN
R.C.E. NO. 48670 EXP. 6/30/D6
/16;/4_t
7 DATE
06/0&/o'5
t1 /11}D4
10/4/04
DATE
f'WASE4 01-lTS ('2.-14
(L.oTS 19 ,isz.-~o)
PI--\ASE I <c,l-\f:;,4-C.
( l,OTS 2-":>-?4)
I
ll.
12" AIIN'
F/B£R ROLL
N.T.S.
5' 7.5' MIN.
WOOD STAKE
3/4" X 3/4"
MAX 4'
SPACING
VARIES 5' 3' MIN •
~
t<!l."'1
l'LM
INITl,\L
.5' 7.5' MIN
VARIES 3' MIN • VARIES 2' MIN
ELEV. MUST BE EQUAL
TO HLDG. PAD ELEV. OR
HIGHER
-DEEPENED FOOTING
WHEN REQ'D
SECTION C-C
PL
• PER SOILS ENGINEERS RECOMMENDATIONS
1""' ADO pi-=, c,, 1_/3/,, /,/&'.-
ADD PI\Ase ~-i:;. 51-\Ts q -17 '
AW PI\A$1:. l-'L S-1,'c, 4-8
DATE INITIAL
""'-~ i,7;;;,T.
-,
D,\TE
:.ii
6" MIN. MUDS/LL
SECTION A-A
• PER SOILS ENGINEERS RECOMMENDATIONS
✓,v
--
EXISTING BERM TO REMAIN AND
CONTRACTOR SHALL MODIFY FENCE
HEIGHT AND LOCA T/ON AS NECESSARY
TO COMPLY WITH CITY REQUIREMENTS
SECTION B-B H IN FEET L IN FEET
I SH~ET I
RCE
REVIEWED
-
INSPECTOR
CITY
0 -5' -
5'-20· 2.5'
20'-40' 5'
OVER 40' 10'
SLOPE ROUNDING D[TAIL
(DOES NOT APPLY TO SIDE
SLOPES BETWEEN RESIDENTIAL
UNITS)
"AS BUILT"
DATE EXP.
BY:
DATE
-
OF CARLSBAD I.-( ILL. I;;)
ENGINEERING DEPARTMENT
,, 19
PRECISE GRADING & EROSION CONTROL PLANS FOR:~
LA COSTA GREENS
NEIGHBORHOOD l.10
APPROVED LLOYD HUBBS •r ~ .I -/7 ~,-~ Llj/7/o"i
CITY ENGINEER ,ilCE _2Jfjj EXP }U31705DATE
DWN BY: PROJECT NO. DRAWING NO.
I ITIAL CHK□ BY: OL.R CT02-20 / PUD02-10(A) 406-SB -----
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROV4L CITY APPROVAL RVWD BY: __J_\..R
R:\0J28\&Eng\Precise Grading\Models\0328PG02.dwg[ • 99:,]Nov-04-2004: 13:25 W.O NO 2350-13
011805
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558·4500· FX(858)556•1414
-•
lQJ__ I
09./ i-1
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MODEL~,
ENGINEER OF WORK
~ :t'-"Jia~~ ONDL. MARTIN
R.C.E. NO. 48670 EXP. 6/30/06
1/s;/4 't
DATE
' /
...... ......
PROJECT BOUNDARY ...... ......
i I
I
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DATE
90.00
___ 106.,w•
·--. .. -..
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ENGINEER or WORI
. . . . . -·-·-
I
' I
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I
REVISION DESCRIPTION
.......
-
NOTE: (R) • GARAGE' ON RIGHT SIDE WH£N FACING BUILDING
(L) -GARAGE' ON LEFT SID£ WH£N FACING BUILDING
20 o 2;,_0 ____ 40 60
SCALE 1 "= 20'
"AS BUILT"
RCE EXP·.
REVIEWED BY:
INSPECTOR
I SH;ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
PRECISE GRADING & EROSION CONTROL PLANS
LA COST A GREENS
NEIGHBORHOOD 1.10
'
MODELS -LOTS 3-5
DATE
DATE
,,,,.,,_ u ",
19
FOR:~
APPROVED LLOYD HUBBS 8Y'" L
A:'<'."<~~·-· iljrT/o'L
CITY ENGINEE-RCE 9 EXP. 72/37 /05--DATE
OWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL.· DATE INITIAL CHKD BY: JL\it
JL& ---CT02-20 I PUD02-10(A) 406-5B
OTHER APPROVAL. CITY APPROVAL RVWD BY:
R:\0328\&E:ng\Precise Grading\Models\0328PG03.dwg[ 1995];,ov-04-2004:13:26 W.O NO 2350-13
LOT ?9
HUNSAKER
& ASSOCIATES
SAN l)IECO, INC
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(656)5S6-4500· FX(656)556-1414
LOT 85
opr::J\J SP A CE
..
;;,;~
"
PHASE 1_
ENGINEER OF WORK
~ ,/ _fa /J. J:.
RAY~D L. MARTIN
R.C.E. NO. -48670 EXP. 6/30/06
. ..
;;,; ~ -
.
,,/4/4,~
DATE
-----------.....
CID
LDT 24
20
NOTE;
. ...... """""'".
-~ "' 0 ,:j:-,, "' "' -
20+00 ,-/
IR7,3Z
RIM .
QI
. .
10/4/04 n 'Jft ,I\. At\t> Pl-\.\~E'i:L \ ~ 1. ~"TT-, ~-r,
DATE INITIAL DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL
-
a 20 40 60
SCALE 1"~20'
(R) -GARAGE: ON RIGHT SID£ WHEN FACING BUILDING
(L) -Go\RAG£ ON LEFT SID£ WH£N FACING BUILDING
,,AS BUILT"
DATE
RCE EXP.
REVIEWED BY:
INSPECTOR DATE
I SH:ET I CITYEN£frRIN~~~~~~AD I /
~
\"I
PRECISE GRADING & EROSION CONTROL PLANS FOR: ~
LA COSTA GREENS
NEIGHBORHOOD '.10
PHASE 1 LOTS 25-'.i4
APPROVED LLOYD HUBBS or
~ -~ 12/43/D t./ & ,__ <:<
CITY EN~ RC 2~1J8_g EXP.12ZJ12'_05 -DATE
/~h'>'/4" --DWN BY: PROJECT NO, DRAWING NO.
DATE INITIAL CHKD BY: CT02-20 I PUD02-10(A) 406-5B RVWD BY: CITY APPROVAL
R:\0328\&Eng\Predse Grod;ng\PHASE 1 \032BPG04.dwg[ 0]Nov-30-2004:16:59 W.O NO 2350-1.3
011B05
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
PLANNING 10179 Huennekens Street
ENGINEERING San Diego, C.a 92121
SURVEYING PH(858)558•4500· FX(858)558•1414
FIRE SUPRESSION ZONE...----
.. , ,.,
l
l
l ~ g:
109.00'
'v
' 02,6 HP
LD1 29
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; ' . ' ' ; 17.50' ' '
80.60'
~ HP
_03.9 HP
C,
gj
LD1 85
DPF"N SPACE
PHASE 1
·1
ENGINEER OF WORK
~~ll~~
RAYiNO L MARTIN
1,4/4~
/ DATE
R.C.E. NO, 48670 EXP. 6/30/06 ---·
~J-I
\
\
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DATE INITIAL
ENGINEER OF WORK
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I
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I
I
PROJ[CT BOUNDARY
SIGHT DISTANCE
CORRIDOR
A\ AOO_'t'l.\>6E'=> I ~ 2--~~ '"'
REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL
20 0 2=-0 -----'40 60
SCALE 1 "-20'
NOTE; (R) -~E ON RIGHT SIDE WHEN FACING BUILDING
(L) -GARAGE ON LEFT SIDE WHEN FACING BUILDING
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
I SH;ET I
--.·-·-----· -
CITY OF CARLSBAD '"'
ENGINEERING DEPARTMENT 19
'
PR[C/SE GRADING & EROSION CONTROL PLANS FOR: £
LA COSTA GREENS
NEIGHBORHOOD 1.10
PHASE 1 LOTS 25-34
APPROVED LLOYD HUBBS dY 1/1
/4~ c:..:~.,..ev~~ ·£ 1.1j1~ ""' CITY NGINEE RCE_.2~c!L_ EXP.1UJ1/05DATE
•/µff-,/
~L l DWN BY: PROJECT NO. DRAWING NO. DATE CHKD BY: CT02-20/ PUD02-10(A) I 406-5B CITY APPROVAL RVWD BY:
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PLANNING
ENGINEERING
SURVEYING
Lor 35
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
10179 Huennekens Street
San Diego, Ca 92121
PH(858)551H500· FX(858)558·1414
36,39•
/
/
.
/ 63.78'
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PHASE 1
ENGINEER OF WORK
i El (Y~~
RAYM L. MARTIN
R.C~. 48670 EXP. 6/30/06
lf~TE
.~IA INL '" -
DATE INITIAL
ENGINEER OF WORI
! ' . , ,:.
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SCALE 1 "-20'
NOT(; (R) -GARAGE ON RIGHT SIDE WHEN FACING BUILDING
(L) • GARAGE ON LEFT SIDE WHEN FACING BUILDING
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
I SH~T I
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HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
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10179 Huennekens Street
San Diego. Ca 92121
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