HomeMy WebLinkAboutDWG 423-5A; CDP 03-10; JOHANNSEN RESIDENCE; 01-037
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GRADING NOTES
(IN ADDITION TO TH£ REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE)
I. THIS PLAN SUPERSEDES All OTHER PLANS PREVIOUSLY APPROVED 8Y 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 THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEE:R IN RESPONSIBLE CHARGE SHALL
REVISE TH[SE' PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. · CITY APPROVAL OF PLANS DOES NOT REUE'VE THE DEVELOPER OR ENGINEER-OF-
WORK FROM R[SPONSIBILITY FOR THE CORR[CTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. All PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO TH[ CITY ENGINEF:R FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINE[R WILL BE R[OUIRED 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 PERMITTEF:'S POLICY IN THE MINIMUM AMOUNT
OF $1,00D,000.00 FOR £ACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A-' OR B£TT£R
AND A SIZE CATEGORY OF CLASS 'I OR BETTER AS ESTABLISHED BY "BESTS"
KEY RATING GUIDE.
S. UNLESS EXEMPTED BY SECTION 301.{b)5 OF TH[ UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING D[PARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEE:N OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF TH[SE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO Bf PERFORMED UNTIL TH£ PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUE:D.
8. NO REVISIONS WILL Bf MAD[ TO THESE PLANS WITHOUT ll-1£ WRITTEN APPROVAL
Of TH[ CITY [NGIN[[R, NO TED WI THIN THf Rf VISION BLOCK. ON THE
APPROPRIATE SHEET OF THE Pt.ANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME TH£ PROPERTY OF THE CITY UPON BEING
SIGNED BY TH£ CITY ENGINEER.
10. TH[ ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-8UIL T CONDITIONS BY. TH£ ENGINEER-OF-WORK PRIOR TO f/NAL ACCEPTANCE Of THE WORK BY TH£
CITY.
II. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL Bf MAINTAIN[D TO
TH£ PROJECT SITE: AT ALL TIMES DURING CONSTRUCTION.
12. WHERE: TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHfET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL Bf SUBMITTED BY A PROFESSIONAL [NG/NEER OF THE STA TE OF
CALIFORNIA, PRINCIPALLY DOING BUSIN[SS IN TH£ FIELD OF APPLIED SOILS
MECHANICS. TH£ SOILS REPORT WILL BE SUBMITTED TO THE CITY £NG/NEERING
INSPECTOR WITHIN TWO WORKING DAYS OF TH[ COMPLETION OF FIELD TESTS.
IJ. A SOILS COMPACTION R[PORT AND COMPLIANCE: VERIFICATION /?[GARDING
ADH[RF:NC[ TO R[COMM[NDATIONS OUTLINED IN THE SOILS R[PORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL 8£ DONE: UNDER TH£ DIR[CTIQN OF A PROFESSIONAL ENGINEER OF THE
STA TE: OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN ll-1£ FIELD Of APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE: FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE: WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
" EARll-lWORK SPECIF/CATIONS " A TTACHE:D TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO TH£
PROJ£CT INSPECTOR.
14. A PRFCDNSTRUCTIDN Mf!TING SHAii Bf HEID AT THE SITE PRIOR TO THE
BFG/NNING OE WORK AND SHAii Rf ATTENDED BY AIL RU'RfSENTAU\/fS
RESPONSIBLE: FOR CONSTRUCTION, INSPE:CTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OE THE WORK THE CONTRACTOR SHALL SCHEDULE THE: MEETING
THROUGH THt PERMIT CLERK ( 438-3891 ) AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST 8£
AVAILABLE PRIOR TO SCHEDULING. THt GRADING PERMIT WILL BE PROVIDED BY
THt PROJECT INSPECTOR AT THt MEETING.
IS. ALL INSPECTION RfDUfSTS DTH[R THAN FDR PRITDNSTRUCTIDN MIT TING W L BE
MADE' BY CAlllNG THE' ENGINIT/1/NG 24-HOI/R INSPECTION REOIJFST IINE' AT
(7601 43B-3891. INSPECTION REQUEST MUST BE RECEIVfD PRIOR TD 2:00 P.M,
ON THE DAY BEFORE TH£ INSPECTION IS NEfO[D. INSPECTIONS WILL Bf MAD£
TH£ NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL 8£ SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. ll-1£ OWNER AND/OR APPLICANT THROUGH TH£ DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN All SAFETY DEVICES, INCLUDING
· SHORING, AND SHALL BE SOLELY RESPONSIBLE: FOR CONFORMING TO ALL LOCAL,
STAT£ 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 THf: CITY ENGINEER AND/OR CONC[RNED AGENCY SHOWING
TH£ DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO Bf MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
TH[R[IN. THIS PLAN MUST Bf PR£PAR£D FOR ALL TRENCHES FIVE: F[ET (5') OR
MOR£ IN DEPTH AND APPROVED BY THE CITY ENGINEE:R AND/OR CONCERNED
AGENCY PRIOR TO fXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY TH£ CONSTRUCTION SAFETY ORDE:RS, TITLE 8
CALIFORNIA ADMINISTRATIVE: CODE, THE PLAN SHALL BE PREPARED BY A
REGISTERED [NGINITR AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA
EXCAVATION PERM/ T MUST BE SUBMITTED TO THE INSP[CTOR PRIOR TO EXCA.. VA TION.
18. NO BLASTING SHALL 8[ P[RFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM Tl![ CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE: OF THf SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOI.OGICAL RESOURCE:S ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WII.L CEASF: IMMEDIATELY. ANO THE
PERM/TT[[ WILL NOTIFY THF: CITY ENGIN££R. OPERATIONS WILL NOT Rf START
UNTIL TH£ Pf;RMITT[E: HAS RfCEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON TH[ SIT£ OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, D[PARTURE OR OP[RA TION OF TRUCKS,
EARTHMOVING [QU/PMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND ND E:ARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTE:D ON W£EKE:NDS OR HOLIDAYS. (A LIST Of CITY
HOLIDAYS IS AVAILABLE: AT TH£ ENGINEERING DEPARTMENT COUNT[R.)
21. ALL OFF-SITE HAUL ROUTES SHALL 8£ SUBMITTED BY TH£ CONTRACTOR TD THE
Cl TY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL 8£ OBTAIN[D FROM, AND WASTE MATERIAL SHALL BE
DE;POSITED Ar, A SITE APPROVED BY THt CITY ENGINEER. THE CONTRACTOR
SHALL BE R[SPONSIBt£ FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUl
ROUTES OR ADJACENT STREE:TS AS A RESULT OF TH£ GRADING OPERATION.
2J. BRUSH $HALL Bf REMOVED ONLY WITHIN THf AREA TO BE GRADED. NO TR[ES AR£
TO 8t REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT P[RMITT[D. ALL EARTH[N SWALES AND DITCHES SHALL HA VE: A
MINIMUM ON[ P[RC[NT SLOP£.
25. THESE PLANS AR£ SUBJECT TO A SIGNED AND APPROVED SET OF [ROS/ON
CONTROL PLANS. EROSION CONTROi. SHALL Bf AS SHOWN AND AS APPROVED BY
TH£ CITY [NGINl::ER OR AS DIRECTED BY THE PROJ£CT INSPECTOR.
26. ALL SLOPES SHALL Bf TRIMMED TO A FINISH GRADE TO PRODUCE: A UNIFORM
SURFACE: AND CROSS SECTION. THE SIT[ SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE: CITY ENGIN££R.
27. ALL SLOPES SHALL BE: IRRIGA TE:D, STABILIZED, PLANTED AND/OR HYDROSEEOED
WITHIN TEN {10) DAYS OF TH[ TIMf: WHEN EACH SLOP£ IS BROUGHT TO GRADE:
AS SHOWN ON THf: APPROVED GRADING PLANS.
28. LANDSCAPING SHALL Be ACCOMPLISHED ON ALL SLOPES AND PADS AS REOUIRED
BY TH£ CITY OF CARLSBAD LANDSCAPE: MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT. DRAWING NO. NIA , AND/OR AS DIRECTED BY ll-lE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWN[R/APPLICANT SHALL INSURE: THAT ALL CONTRACTORS SHALL COORD/NA T[
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH TH£ LANDSCAPE:
AND IRRIGA TIDN PLANS AND TH£ IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH TH[ LANDSCAPE: MANUAL TIM[ REQUIR[MENTS.
C: \DWG12\CLS&-GP.DWG 12/12/94 03-24-05 JOHANNSEN PROJECT
--------------
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE: PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE: STORM DRAIN PIP[S. IJP TO 15" PVC MAY BE
UTILIZ[D PROVIDED DE:PTH 1$ LESS THAN 15 FEET AND BACKFILLED WITH 3/4"
ROCK PER SDRSD S-4 TYPE "c" AND PIP[ MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
31. WH[RE AN EXISTING PIPE LINE IS TO BE ABANDONE:D AS A R[SULT OF THE
GRADING OP[RA TION, IT SHALL Bf REMOVED WITHIN TWENTY FEET OF BUILDING
OR STR£fT ARE:AS AND REPLACED WITH PROPERl Y COMPACTED SOILS. IN OTHER
AR£AS TH£ PIPE WILL Be PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE: CITY ENG/NEER.
32. THE CONTRACTOR SHALL VERIFY TH[ LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SIT£ SUFFICIENTLY
AHEAD OF GRADING TO PERMIT TH£ REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT ll-lE ACTUAL LOCATIONS ARE IN CONFVCT WITH THE PROPOSED
WORK.
JJ. TH£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SE[ BELOW) AT
Lt:AST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE TH£ WORK WITH A COMPANY RE:PRESENTA TIVE.
UNDERGROUND S[RVICE ALERT 1-BOD-422-4133
SDG&E (BOD) 660-7343
SBC (BOO) B92-0l23
ADELPHIA COMMUNICATIONS (760)43B-7741
CITY OF CARLSBAD(STRE:ETS & STORM DRAIN) (760)434-2980
'CITY OF CARLSBAO(SEWER,WATER & RECLAIMED WATER) (760)43B-2722
'SAN Dl[GU/TO WATER DISTRICT (760)753-1145
'lEUCADIA COUNTY WAT[R DISTRICT (760)753-0155
'VALL[CITOS WA T[R DISTRICT (760)744-0460
oOI..IVENHAIN WATER DISTRICT (760)753-6466
'8UENA SAN/TA TION DISTRICT (760)565-5657
'AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
A. roR CONTROLLED GRADING -ll-1£ APPLICANT HIRES A CIVIL ENGINEER,
SOILS £NG/NEER, ANq{_OR GEOLOGISr TO GIVE TECHNICAL ADVICE:,
OBSERVE: AND CONTROL TH£ WORK IN PROGRESS {15.16.120.Bf
CARLSBAD MUNICIPAL COD£.
B. PRIOR TO FINAL APPROVAL OF A GRA/)JNG PERMIT -THE FOLLOWING
REPORTS MUST 8£ SUBMITTED TO TH[ CITY [NGINE:E:R VIA TH[
PROJfCT INSPECTOR /15.16.120.9 & 10/ CARLSBAD MUNICIPAL COD£:
{I) FINAL R[PORT BY SUP[RVISING GRADING ENGINE:ER STA TING ALL
GRADING IS COMPLE:TE. ALL EROSION CONTROL, SLOP£ PLANTING
AND IRRIGATION ARE: INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( 08 TAIN SAMPLE OF COMPLIANCE:
LETTER FROM CITY ENGINEER/NG O(PARTMENT).
(2) AS-BUILT GRADING PLAN.
{3) REPORT FROM THE SOILS ENGINEER. WHICH INCLUDES
RECOMMENDED SOIL B[ARING CAPACITIES, A STAT[MENT AS TO
TH£ EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDt A STA T[M£NT BY THf: SOILS ENGINEER THAT TH[
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREM[NTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS R[PORT
ANO ANY SUPPLEMENTS THERE:TO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REOUIRED BY THE
CITY.
PREPARED BY GeoSoils, INC: 0741 PALMER WAl' C:ARLS6AD, C:ALJFORNIA ~20011 Pl4 ~31:,-310~
DA TED MAY 18 20 ~ SHALL 8£ CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL 8£ DONE IN ACCORDANCE: WITH THE
R[COMMENDA TIONS ANO SPECIF/CATIONS CONTAIN[[/ IN SAID SOILS R[PORT.
JS. UNL[SS .A GRADING PERMIT FOR THIS PROJfCT IS ISSUED WITHIN ONE (1)
YfAff AFTER TH£ CITY [NGIN[ER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO Bf RESUBMITTED FOR PLANCHECK. PLANCH[CK FE£S WILL Bf REOIJIRED FOR
ANY SUCH RECH[CK.
36. ll-1[ SOILS R[PORT TITLED: PRELIMINARY GEOTECHNICAL EVALUATION VAC:ANT LOT IN 5400 BLOCK OF C:ARL56AD BOULEVARD CITY OF C:ARL5BAD, 5AN DIEGO COUNTY._ CALIFORNIA FOR MR LANCE JOHANN5EN P.O. 60X :lOv 5AN JACINTO, CALIFORNIA 92'518 N.O.434:l-A-5C
J7, WHEELCHAIR RAMP SHALL BE INSTALLED P[R REQUIREMENTS OF TITLE 24, CALIFORNIA
ADMINISTRATIV£ COD[. (If APPLICABLE)
J8. ALL SURVEY MONUMENTS AND POINTS THAT AR[ DISTURBED BY THIS WORK SHALL BE
REESTABLISHED, Pf;RPETUA TED, AND DOCUMENTfD PR£ THE PROFESSIONAL
LAND SURVEYORS ACT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THI: [NGINE[R OF WORK FOR THIS PROJECT, THAT I
HA VE [XERCIS[D R£SPONSIBLE CHARGE: OVER TH£ DESIGN OF ll-lE PROJECT AS DEFINED
IN S£CTION 6703 OF TH£ BUSINESS AND PROFESSIONS COD£, 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 REL/f:\1£ MF:, AS ENGINEER OF •~""'= F MY
R[SPONSIBILITIES FOR PROJECT DESIGN. 0 ,~9 < ~,o,..,~, . -" ~-.;,'i..,)-f\ C ·•
FIRM: GERALD L. JOH ANN SEN :;/ ~-.,._ \.... . " F~
ADDR£SS: P.O. BOX 300 " ~i/f1 ~ J;;l
CITY, STA Tf:: SAN JACINTO. CA. 92561 ~ t). "• 117 /-i."1
TELff~~f~~:)2}25-0398 y; ~:,~~~~(."'. .
BY:'M~~-! DATE:
(GERJ([D L. JOHANNS[N)
R.C.£. NO.: 1/38291
REGISTRATION EXP/RATION DATE:.J/11/0 7
SOILS ENGINEER'S CERTIFICATE
I, t>'3:v10 W•~tc£1.\.'f or:. (oe:)!:,O\t..:S. INC,. , A REGISTERED CIVIL
ENGINEER or TH[ STAT£ OF CALIFORNIA, PR/NC/PALL y DOING BUSINE:SS
IN TH£ FIELD OF APPLl[D SOILS M[CHANICS, HEREBY C[RTIFY THAT A
SAMPLING AND STUDY or TH[ SOIL CONDITIONS PR£VAL£NT WITHIN THIS
s1TE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA rrs or MA'4 ,3 , 200'1 AND MA't Jj .....2J}J)" . TWO
COPl[S OF THE SOILS R£PORT COMPILED FROM THIS STUDY, WI TH MY
RECOMMENDATIONS, HAS B[EN SUBMITTE:120 THE OF~IC[ HE CITY
ENGINEER. /~ ,
SIGNED: /4¥. >
P.E. NO.:
DAT[:
LICENSE EXP/RATION OA TE::
OWNER'S CERTlF'ICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTf;RED SOILS ENGINE[R OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPf:RVISf: OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SIT[. w~'1t!MP ~ &,Mi
LOT 129
TRA. 09000-CITY OF CARLSBAD, CA
MAP 3312
SITE---...
PACIFIC
OCEAN
VICINITY MAP
0
Sl--lEET SCl--lEDULE
I. COVER SHEET
2. GRAD!NG PLAN
3. EROSION CONTROL PLAN
a: < I Cu I _J
··-··-··--·--·-··1
I :;, I 0 OJ
0 < I
OJ I
Cf) I _J a: < (,) I
I
51' I
LOT 129 I
I
I
I
I
• f--------... - - - - - - - • - --·
KEY PLAN
SCALE 1'=30'
SOURCE OF TOPOGRAPHY
TOPOGRAPHY ON THESE PLANS WAS GENERA TED FROM A
CROSS-SECTIONING, ROD AND LEV[L SURVEY OF THE SUBJECT PROPERTY,
GAll-l[RED ON JANUARY 16, 2004, BY ROB[RT E. LANE: RCE:ILS 1124837.
A TOPOGRAPHIC DATA MAP OF THE: SURV[Y WAS GEN[RA TED, AND
A COPY IS AVAILABLE THROUGH MR. ROBERT£. LANE (951)927-679B
OR GERALD L. JOHANNSEN (951)925-0J98.
TOPOGRAPHY SHOWN HERE:ON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJ[CT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
APN 210-115-12-DO
TH[ CALIFORNIA COORD/NA T[ INO[X OF THIS PROJECT IS:
N 1990 £ 622B
BENCH MARK
DE:SCRIPTION: MANHOLE #20 CARLSBAD BOULEVARD
LOCATION: ON CARLSBAD BOULEVARD ANO 260' NORTH OF MANZANO DR. C/1.
RECORDED: CARLSBAD CITY SEIVER PLAN ANO PROFILE DRAWING 141-~
ELEVATION: RIM ELEV 49.5' ASL, DA TUM: ____ _
LEGEND TO KEY PLAN
FOOTPRINT OF HOUSE
PROPERTY LINE -··-
EARTHWORK QUANTITIES
CUT: 293 CY
FILL: 61 CY
IMPORT: 0 CY
EXPORT: 232 CY
REMEDIAL: 300 CY
~/13 "-"".'IJ /~ "AS BUILT CHANG.ES
DATE INITI,._
ENGINEER OF WORK REV!S!ON DESCR!PTION
WORK TO BE DONE
TH[ GRADING WORK SHALL CONSIST OF ll-1[ CONSTRUCTION OF ALL curs AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES. [ROS/ON CONTROL FACILITl[S, AND
PLANTING OF P[RMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR R[OU/R[D ON THIS SET
OF PLANS AND TH[ CITY STANDARDS, SPECIF/CATIONS, R[OUIREM[NTS, R[SOLUTIONS
AND OROINANCfS CITED ON THESE PLANS.
TH[ GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUM[NTS, CURRE:NT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY TH£ CITY
ENGIN[ER.
I. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4. R[SOWTION NO. PC-5457 DATED AUGUST 20, 200J
5. TH[ STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUCTION (GR[EN
BOOK).
6. SOILS REPORT ANO R[COMMENDATIONS BY Geo5oils,INC S741 PALMER HAY CARL5BAD,CA.
____ DA TED MAY 27 2004
7. THE SAN DlfGO R[GIONAL STANDARD DRAWINGS AND AS MAY 8£ MODIFIED SY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED CDP 03-10 AUGUST 20, 2003
9. ENVIRONMENTAL APPROVAL DOCUM[NTS DA T£D _______ _
10. CALIFORNIA STORM WATER QUALITY ASSOC/A TION (CASOAJ STORM WATER BEST MANAGEMENT
PRACTICE, CONSTRUCTION HANDBOOK; AND TH[ STATE: OF CALIFORNIA DE:PARTME:NT OF
TRANSPORTATION CONSTRUCTION SITE B[ST MANAGEMENT PRACTIC[S (BMP) MANUAL.
LEGEND
DESCRIPTION SYMBOL
DRAINAGE FLOW LINE
EXISTING GRADE
FOOTPRINT OF HOUSE
--------------
DEEPENED FOOTING
(SEE KEY NOTE FOR DEPTH) ///// .IJ'//7.1/.///)1//7.// /Z
NOTE,
PROPERTY LINE
NATURAL GRADE
CUT/ FILL BANKS (2:1)
PROPOSED RETAINING WALL
(SEPARATE PERMIT REQUIRED)
EXISTING BLOCK WALL
-
~
I -
---
~ 11<-11<-
I I ---
SEE PRELIMINARY GEOTECHNICAL EVALUATION FOR
RETAIN!NG r-JALL INFORMATION
NOTE:
SEE SHEET 3 FOR EROSION CONTROL NOTES
LEGAL DESCRIPTION:
APN 210-!I5-!2-00
LOT !29 MAP 3312
CITY CARLSBAD DHG. 141-$ SHEET 5/13
TRA. 09000-C!TY OF CARLSBAD, CA
SITE ADDRESS:
~ CN<LSMD BLVD. &
CARLSBAD, CA qa:;()6
OHNER:
LANCE AND SUSAN JOHANNSEN
P.O. BOX 300
SAN JACINTO, CA 92S51
PH: (951) 925-03913
--
11<-
I --
P~NING DEPARTMENT APPROVAL 11 AS-BU IL T 11
m ~ DATE:'-//8 /0S-< 'f1~,,._.,,,~.,&! , B/13/07
;'1:;,.sis-ft;;,,r, PLANNING DIRECTOR RCE 382':ft/ EXP 8/3//~ DATE
' t,fZ"-'-• .. -_.,.,, .. ·,~l""si"=""7f':;;,ED!;,).,.,,..r .. c....,..,.;?_,_ DATE: 4/ 'i' / oS
RECm[MENDED HY: ,>e5,,;.,r:.q C2:Q: t le k.0t"" (PRINT NAME) 1
GRADING PLANS FOR:
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
D WN BY: ----::----:-:ac,r
CHKD BY: • v~••
RVWD BY: ,,~
LOT 129 MAP 3312
CARLSBAD BOULEVARD
JOHANNSEN RESIDENCE
PROJECT NO.
CDP03-10
,b_ --
DRAWING NO.
423·5A
_J --
EL 52.0
N-DOOR SIDE
S=l.1%----illY:..
---------------54.34 ;.,•_,:.,•~;.•;· ';.•,\1,\,S 'h"ri,:;·••·•:•.:. .,.,.;.~,••~;•~•. -54.10
- . ~---53.60 F
6" SLAB
.. F -53.28
4" WASHED SAND
WNAPOR BARRIER
SECTION DETAIL E-E
NTS:
A
t
I
55
54 5.1
52 51
50
49 48
..
0 oa: ~~
'.:'.l ':l er=> "'0 ow
LU z ::,
0: I!! z
I~
31'
PROFILE A-A
{1 0' S/O N: PROPERTY LINE)
SCALE 1'=10'
31'
51'
51'
31'
L------------
fL1' 3' 10'
a,
FACE OF
PATIOWALL ¢
I
UJ I ~ -,! ~ 0.
er
(!J
LEVEL t
TOP/PAD
EL 54.15
4"
FL EL 51.13 AT TOP Of TURF
BERM /VEE DITCH PROFILE
SECTION DETAIL D - D
10'
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I . I
S.W, PROP CCRNER
(O' E, 69' S)
O! w
3: w
lfl
~
• cl)
Ul
5 11 CONG. Ul
OLD
ROADNAY
UNDER
PAVEMEN
20'
SEE SECTION
DETAILD-D
0
LU~ 3~~ ID I-
a: "' a: =:i X::, 0 U.JO
32W
I
I
20'
l (!J :i: s.w. doRNER·-+--¥ L PROP1jRTY,R/W
20' E, B9'S
151
50 I
lfl I
<( I i..'J
OE
o.. I
:J: I
f ;. ~
i I :7 I
I O! I : w
: f-
3:
5'
52
.,,,,
3' 3' 1 0' --
:i: IJJ I (.)Z 1--_...J
I-0
UJ ~ / UJ >
,
......... /
LU ~ 51~ ~I~~ a: ,,__..,
: I 26'
26'
1--+EXIST.
54
,cf-
GARDEN
MASONRY
WALL
4>"' SCALE: 1' (REF.SURVEY)
I I INCH= 10 FOOT ., 59 56 57
56
55
54
53
52
51 50
49 46
1"' PROFILE B-B ~ ~
'"t,3o/i..
V
"l "" ~ -"' -BEGIN "'
10' z :3 I ~ DWELLING\ ::I 0
u.~ T u. 0 00 UJ_ IJJ T TOP Of FOOTING WALL\ ;i~ (.)
<( 54.5a NEW FIN. SLAB. ELEV.-----..._ u. 0. u. LEVEL
' ' /
• • F; -"Or'.fr"'i'"'-~T1il':I/
K s
~i ::::i= ~I
62'
~
105'
';;I· ,;I-.
'!:b, ':> 9' ~VERT <l,'? PROP l---~--'------~-----..-~--....:.--.p:.;,._, WALL
7'
r., -,or_
16'
EXIST.-,_ __ ~
SOUTH~
RESIDENCE
SINGLE
STORY
,;"'
..
M "' -N '" "' "'
16'
.,,,,, .,,,,
ro'' '.I'); i' @
•
~
M "'
I
GARAGE DOHN 1/2:t T
EXIST.
CONC.
BLOCK
f-JALL-
I
I 56 ASPI-I. --54----
/ EXIST.
~'<, ~
-
". ~o• v,
M <'i "'
CONC.
BLOCK
f-JALL --11
J"'
.,, ';l.0/_ -·
r,..
'" "'
F
4'
l:t
~ £ SEGIN CZ," :i: 5 (11'N/OS:PROPERTYLINE)
~ SCALE 1'=10' :l;! ii!~ R:>~T<..ANO .· I RPCCaREINF. PORTL. CEM. CONC.
:::, .=>c;eM~NTCONC, I
ro ell ~ o IVON-RE.INFOR:::IE, ::> 3 0 31' 1,1 (;!JZ50 20, FSI) 20' I 20' 20' I 20' I 20'
~ ... "'
PRO PEATY LINE '~
165 64 " NEW T.W. 56.5 62 61
60 -58 '\ i.6a/o 58
57 56 55 54 5'
52 S1 50 " 48
~ LU
l~:l;!
I "-::,
13' : I 125E
ffi-
56 !;: I
j I
II.
o, r-"' ' LU I
TOP OF EXIST. CONC. BLOCK WALL
TW 56.5 C-0.0
BW 53.75 \C-2.7 ) (P.I. WALL
N.E. PROP
CORNER
(O'S, 125'E,)
ID.
END DRAIN PIPE (FL ELEV. 52.43) BEGIN VEE~R:>R OF:Alt-\AG.e ADDED
DITCH=RIBBON GUTTER {FL ELEV. 52.36) t>Ov'ER5E 9J~F'ACE. S\c>E'E, REF. PT. HP. 1 Pl. WALL
,, '11:> CONC. DRP.fNs•e&'3
{!9 2% --.----------INL T # 4 INLET# 3 INLET# 2 INLET# 1
GROUND ELE/i\T C.L PIPE ~ £ . I PE. 53.64
¾SOP
zr:o' ID,, 15• 15• 15• 15•
PROFILE C-C RUNOFF DRAIN PIPE AND GROUND ELEV.
(TOP OF INLETS TO BE EXTENDED WHEN CONCRETE WALK AND GUTTER INSTALLED)
NIB --WEST
58
EXIST.
EAST
RESIDENCE
SINGLE
STORY
l' ..
• • • •
a"x.e·x 1~·
Bl!'.CK WAL
1=111~11= -TTT-TTT.-TT
FILTE..R
FABRIC
LEGEND
TW = TOP OF WALL
BW = BOTTOM OF WALL
T.E.W = TOP OF EXISTING WALL
B.E.W = BOTTOM OF EXISTING WALL
F.F = FINISHED FLOOR ELEVATION
F = FILL
C=CUT
TOC • TOP OF CURB
E.O.P = EDGE OF PAVEMENT
TOB = TOP OF BERM
TOP -TOP OF PAVEMENT
KEY NOTES:
53.75
54
53 ELEV. A~L.
2
FILL LEVEL TO ELV. 58.0 • •
•• ~YE.L
4"
Q) FOOTING 12" j,,jlDE BY 12" DEEP
® FOOTING 15' HIDE BY IB" DEEP
@ FOOTING IB" HIDE BY 24" DEEP
-
58
"' ~1 ,'l-' @'
.. ,
"' {D
:i ~ "'
.. ,. ""·' (f,0,2}
A
I --
1'
TW 56.45
BW 53.70
SB.'l
S.E. PROP
CCRNER
(125'E,69'S)
~ 1/ T.W. 59,0t
59
S6 57
EXIST. POOL
EXIST.
STUDIO
APT.
LOT 202 TERRA MAR UNIT
lo AS SHOHN ON MAP 401<>4 OF SAN DI EGO MAPS 4
RECORDS
-----
LOT 201 TERRA MAR UNIT lo AS 5HOHN ON MAP 40io4 OF
SAN DIEGO MAPS 4
RECORDS
EXIST.
42'4>
GEODESIC
DOME
HOUSE
ft:>L. YETI-IL . DRAIN
FCO\ ING..
l 1F 1 -'F'
R,E.TAINING. WAL\.-
& DRAIN DE-TAIL
NOTES:
l). DRAINAGE SHALL Bf CONDUCTED TO STREET AS 5URfACf F'LOl-"J
WHENEVER POSSIBLE.
2). NON-EROSIVE DRAINAGE SURFACE REQUIRED WHERE FLOW IS
COLLECTED.
3), FINISH GRADING SHALL PROVIDf: A MINIMUM POSITIVE DRAINAGE
OF 21:: TO SHALE 61 AHA 'I' FROM THE BUILDINGi UNLESS
SPECIFICALLY APPROVED OTHERWISE BY THE CITY ENGINEER.
4), DRIVEWATS BETWEEN 141 AND 201 MUST. RECEIVE SPECIAL
APPROVAL OF THE CITY ENGINEER SUBMIT ENGINEERED PROFILE
AND LETTER OF REQUEST OT THE ENGINEERING DEPARTMENT,
NOTES:
IN ACCORDANCE NITH SOIL.$ REPORT RECOMMENDATIONS,
SL.OPES ANAY FROM BLDG. PAD ARE GREATER THAN 21
DRAINAGE SL.OPE ON NORTHERN BOUNDARY UTIL.IZES BOTH
CURB PLUS 3" f DRAINAGE PIPE NITH MUL. TIPL.E INL.ETS.
GUTTER ONL.Y (AT RETAINING NALL) EAST SIDE Of BLDG.
PAD. ~• HOUSE AND GARAGE SL.AB TO RECEIVE UNDERL.AYMENT
Of 4• HASHED SAND AND IOmil PVC VAPDR BAR.R.IER.
PROPERTY CORNERS ARE AS CONFIRMED BY WOOTON AND ASSOCIATES
IN 2002; (760) 727-3866
CONTOURS WERE DETERMINED FROM RIM EL.EVATION OF
MANHOLE U20 AT 49.5' ASL, CARLSBAD CITY SEWER PLAN
AND PROFILE DRAWING 141-5
ALL EXISTING PROPERTY LINE WALLS (OF NEIGHBORING PROPERTIES) ARE:
1. OF SUrFICIENT HEIGHT & DEPTH THAT ANY CUT OR FILL Of
THIS PROJECT WILL HAVE NO IMPACT ON THEIR INTEGRITY
2. OR .. , CUT OR FILLS WILL HAVE A SAFE DffSET DISTANCE
THIS DRAWING/MAP BASED ON TOPOGRAPHIC SURVEY MAP
OF PROPERTY BY: ROBERT E LANE RCE/LS #24837 DATED 1-16-04
PER. SOIL ENGINEER LETTER DATED 12-21-04. EMBED BLDG. FOOTING
FROM (I) TO (J) ANO (J) TD (K) AT 53.□'
ENGINEER OF
CA. REGISTERED CIVIL. ENGINEER,
GERALD L, JOHANNSEN RCE #38291
(951) 925-D39B
H
f ':
, .. /
~ .
-f"'"~~~~~~~~3fa. DATE
"AS-BUil T 11
EXP.3/31/~
. t:?J/13/07
DATE
tu/,1/4,7 DATE
56
I g~
" 52
1----e----+-----------+---t---+--+---t I SH2EET I CITY OF CARLSBAD I SH3EETS I
:::::::=='-'==:::E:::N:::G:::JN:::E:::E:::R:::IN:::G::::::::D:::E=P A:::R=T=M:::E:::N=T ===-===::::: 51 50
49 46
IJJ z I ::J
I~
GRADlNG PLANS FOR:
LOT 12'1 MAP 3312
CARLSBAD BOULEVARD
JOHANNSEN RESIDENCE
I~~ I 51' 32W I I I I CL -
I
i 8 1 "A5 BUILi" CI-\ANGE.'5 DWN BY: PROJECT NO. DRAWING NO. ~ DATE INITIAL DATE INITIAL CHKD BY: G\ll?I CDP 3 1 O 423 5A
~RIW PROPERTY LINE ~ L----------------------------------------------------.... ~...:..:... ..... ....: ___________________________________________ i.:E:NG:IN:E:ER:..:Of.:WC:R:K1.. ___ R_E_v1_s_1o_N_D_E_s_c_R .. l_P_r .. 1o_N ____ J..:or;:.:H:[R~A::.P;,;PR:O;;;VA:L..1..:C:.;IT,;.Y.;;A;.;PP,;;R.:□V;,;,A:,L.i.:;~RV~W~D~B~Y~: ~Pv-'~~:;;;;;;;;;;;;;;;;;;;;;;;;;;;o;;;;;;;-;;;;;;;;;;;;;;;;;;;;.:;;;;;;;;;;;;;;;;;-;;;;;;;. ;;;;;;;;;J
I
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I
i
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r-,
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tn
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31'-0'
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I I
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I I
I I
I I
I I
I I
I I
I I
I I
I I
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I I
I I
I I
I I
I I
I I
I I
I
I I
I I
I I
I 20•-o"
I I
E.E 52.0
\
a)
5 37'2':>':i':>"E
LENGTH 13B'
IE>'' RCP
I T.C.C
50.12 I I F'.\'"x~~=:i'i
I
it 0
<(
fD
<J)
_J
Cl!'.'.
<( u
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: PAV ENT
\ T.5 , r~-B
I I
I I
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I I
I I
I I
I
I
I
I UN~
MA~ZANO \V~.
I
0
EROSION CONTROL PLAN
I" "' 10'-0"
E.E O.S
GA DEN
HA L
2
t
~ CONC.
3: .....
Cl!
CONC.
I ~ .E.W ~-11
EE. 54.0
3: .....
Cl!
I
\
~f ,\
'
I:\ AS SHOWN
~"FR.it (STRAW NA1TLES) TO BE MAINTAINED IN
PLACE UNTIL LANDSCAPE TURF INSTALLED
PO H
AN THO STORY
6AL ONY
J
EXIST. THO
STORY-HOME
F
FF . 54.5
Jr
<J>?' '!i ((J
EXIST. -k
SOUTH '\ E.E $5.0
RESIDENCE
SINGE
STORY
ONE TORY
4
GARAGE
ASPI-I.
)
CONC. SLAB
DOHN 1/2% T I%
EXIST
GARDEN
HALL---
/
/
I EXIST
GARDEN
HALL---
5
\
I
G~afl!
f>Lc.f'.E I
E.E
0
u
~ -z ,
~
~
~
LEGEND
T.C.C.= TOP OF CONCRETE CUR6
T.C.= TOP OF CONCRETE
T.E.H= TOP OF EXISTING HALL
T.H.= TOP OF HALL
E.E.= EXISTING ELEVATION
T.G.= TOP OF GRADE
F.F.E.= FINISHED FLOOR ELEVATION
T.5.= TOP OF STREET
T.A.• TOP OF A5PHAL T
--------------------
EXIST. POOL
5
EXIST.
EAST
RESIDENCE
SINGLE
STORY
--------------------
EXIST. ~I
GARAGE :I>
SB.9
DOHN TO I% HITI-I -SLOPE
EXIST.
STUDIO APT.
EXIST.
'12'</l
GEODESIC
DOME
HOUSE
EROSION CONTROL NOTES
I. IN CASE: EM£RGENCY WORK IS RfOUIRED,CONTACT
(951-925 OJ9B)
LANCE JOHANNSEN AT
2, ,OUIPM£Nr AND WORKERS FOR [M(RGENCY WORK SHALL 8E: MADE: AVAILA8LC AT ALL
TIM£S DVRING THE RAINY S£ASON. ALL NECESSARY MAI!:RIALS SHALL SE
DESCRIPTION
UNLINED SWALE & BERM
LEGEND
QUANTITY SYMBOL
STOCKPILED ON SIT£ AT CONV(Nl(NT LOCATIONS 10 F"ACIL/TAT£ RAPID SIL'f FENCE I 60 FT. ■ ■ ■ CONSTRUCTION OF Tf:MPORAR'r' DfVICES WHrN RAIN IS tMIN[NT.
J. DEWCES SHOWN ON PLANS SHALL NOT BE: MOV!:D OR MODIFIED WITHOUT THE APPROVAL
OF' THE ENGINEERING INSPECTOR.
•. THE CONTRACTOR SHALL RESTORE: ALL tROSION CONTROL D,wci:s TO WORKING ORDER
TO THE SATISFACTION OF Tl-I£ CITY tNGIN[CR AfTf:R £ACH RUN-OPT PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL i:ROSION CONTROL MEASUR,S AS MAY BE:
REQUIRED BY THE: CITY E:NGINEER DUE: TO UNCOMPLCTfil GRADING OPERATIONS OR
UNrOR£S££N CIRCUMSTANCES WHICH MAY ARISE.
6. THE' CONTRACTOR SHALL BE' RESPONSIBLE' AND SHALL TAKE NF:CESSARY PR[CAUTIONS TO
PRE:Vf:NT PUBLIC TRESPASS ONTO AREAS WH£RE: IMPOUNDED WA /'£RS CREA T£ A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROWDED PE:R THE: APPROV!:D GRADING PlAN SHALL
BE: INCORPORATED HEREON.
B. GRADW AR,AS AROUND THE PROJ.Cr PERIMETER MUST DRAIN AWAY FROM THC FACE OF
SLOP£ AT THE CONCLUSION OF ,ACH WORKING DAY.
9. ALL R£MOVABLE PROTE:CTIVC DEVICE:$ SHOWN SHALL BE: IN PLACE: AT THE: END OF E:ACH
WORKING DAY ,\HEN THE F/1/c /5) DAY RAIN PROBASILITY FORECAST EXCEEDS FORTY
PERCENT (4011:). SILT AND OTHER DEBRIS SHALL BE REMOVCO AFTER i:ACH RAINFALL.
S!lil4W ROLLS MUST BE PlACEO
AlON0 SWPE CONTOURS
J.
\ ~
II ADJACCNT ROLLS SHALL
\ TIG'!lrL Y ABUT
SPACING DE:PE:NOS
ON SOIL TYff AND
SlOPE STEE:PNESS
/.
S£0/MENT. ORGANIC MATTE:R,
ANO NATIW: sa:os ARE
CAPTURE:!} BEHIND TH( ROUS.
NOTE:
I, STRAW !?OLL INSTALLATION Rt:O(JIR£S TIIE
P!AC/cMENT AND SECU!?t STAKING OF TH/c ROLL IN
A TlllcNCH, .J"-5" (75-t:,5mm) Off:P. [)UC ON
CONTOUR. RUNOFF MUST NOf B£ ALLOW/::!} TO !?(IN
(!NOE~ on A!?OUN!} !?OU.
NOTE,
FIBER ROLL
NOT TD SCALE
J"-5" (75-l25mm)
I " X 1" STAKE
(25 x 25mm)
NOT ro SCALE
INSTALL A COMBINATION OF SILT FENCE AND FIBER ROLLS
TO CONTROL EROSION (PREVENTION OF NON STORM HATER
DISCHARGE) PRIOR TO COMMENCEMENT OF CONSTRUCTION
AND MAINTAIN UNTIL PAVING PHASE.
FINISH GiRADE HILL PROVIDE A MINIMUM SLOPE OF 2%
AHAY FROM BUILDING
NOTES,
(DASDED) CONTJNGENCY SILT
FENCE ACROSS DRIVEWAY JN CASE OF SEVERE W8A'J'HER
FIBER ROLL
PROPOSED TURF
S'J'ABILIZED CONSTRUCTION
ENTRANCE
9 IN.
34 FT. ----■--■--■-
16Z FT. -FR---FR---
896 SQ. FT.
568 SQ. FT.
EARTHEN RIDG£
*UNLINED SWALE & BERM
*(TO BE MODIFIED AS LINED SWALE)
"M/NVS flOCK
txrsllNG GROUNIJ
Jo'l,f/N.
T ~»lfJl(E
PROVIIJE APPROPRIATE: TRANSmON .
llfJ'NEl:'.H SfAB/UltJ) COH5TRIJCTIOH
OORANCE AND PUBLJC RtGHr--DF'-WAY
1RAfflC
PUB/JC RIGHr-
Of'-WAY
-Of'-WAY
STABILIZED CONSTRUCTION ENTRANCE
PEB A:VfllR/NA Sll)RAIWA11Jt twe Dll'D. ZC-1
1. SET POSTS AND CXCAVA 1E A
4 BY 4 IN (10 BY 10 CM)
TR£NCH UPSLOPE FROM AND
ALONG THE: LIN, OF POSfS.
2. STAPlf WIRE FCNCJNG TO
7Hf POSTS,
NOTE, IN5TALL 5LIT FENCE TO CONTROL ERO51ON
PRIOR TO COHMENCEHENT OF CON5TRUCTION AND
MAINTAIN UNTIL PAVING PI-IA5E.
PROPERTY CORNERS ARE AS CONFIRMED BY RONALD W. WOOTON AND A550CIATE5 1------------------------------11 IN 2002; LS 42!>0 PH(1,o) 727-38',6)
CONTOUR5 vlERE DETERMINED FROM RIM ELEVATION OF MANHCI-E •20 AT 4q_~, ASL. CARLSBAD c1Tr SEHER PLAN AND PROFILE DRAWING 141·>
TEMPORARY JUTE EROSION CONTROL MAT TO COVER BERM
ENGINEER OF NORK
AND VEE DITCl-1 CA. REGISTERED CIVIL ENGINEER:
ALL EXISTING PROPERTY LINE NALLS (OF NEIGHBORING PROPERTIES) ARE•
I. OF SUFFICIENT HEIGHT C DEPTH THAT ANY CUT OR FILL OF
THIS PROJECT WILL HAVE NO IMPACT ON THEIR INTEGRITY
GERALD L. JOHANNSEN RCE N3B291
(s,1) s2:-039a
2. OR •.. CUT OR FILL5 HILL HAVE A SAFE OFFSET DISTANCE
TH15 DRAWING/MAP 6ASED ON TOPOGRAPHIC SURVEY MAP Qf
PROPERTY BY• ROBERT E. LANE RCE/LS •24Bo7 DATED 1-1,-04
OHNER:
LANCE 4 SUSAN JOHANNSEN
P.O. BOX 300
SAN JACINTO, CA 92008
PH: (951) 925-0398 RCE 38~/ EXP. 3/Blj~
?Tu ~
DATE
l------lf----+------------t---J----+--+----11 SH3EET I CITY OF CARLSBAD I SHE3ETS I
;:::::=:::::::.==:::E::N::::C::IN:::E=:ER::IN=G:::::::D:::EP=A=R=T::M:::EN::T===--===~
10' 20'
LOT 129 MAP 3312
CARLSBAD BOULEVARD
JOHANNSEN RESIDENCE
APPROVED~~ I-ILJB~ Q'r 4L , '&!;F ~t«/4 s-
cITv ENCINEE PE~eX EXP. I21sI1os DATE ,.. .:. .,--'--'--' ~ OWN BY:-~~
CHKD BY:~
RVWD BY:_..l.J}:!_
PROJECT NO. DRAWING NO.
ENGINEER OF WORK REVISION DESCRIPTION
DA 7E INITIAL DATE IN171AL
OTHER APPROVAL CITY APPROVAL CDP03-10 423-SA
i : , ',
I 053105