HomeMy WebLinkAboutDWG 423-2A; PD 04-16; BRAMBLE RESIDENCE - 2652 LA COSTA AV; 01-02GENERAL NOTE~
(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 TH[
CARLSBAO MUNICIPAL CODE, RESOLUT/(}N OF CONDITTONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITTONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PRDJfCT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS D/SCOVER[D.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEfR lt1LL BE REQUIRED FOR ANY
WORK IN THf PUE/UC RIGHT OF WAY. PRIOR TO PERMIT /SSUANCf, A
CERT/FICA T[ OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITTONAL INSURED ON THE PERMITTff'S POLICY IN TH[ MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITTNG THE POLICY MUST HAVE A RATING OF "A" AND A SIZE
CATEGORY OF CLASS V AS ESTABLISH[D BY "BESTS" K[Y RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RfTAIN/NG WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQU/Rf SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
1 APPROVAL OF THES[ PLANS BY THE CITY ENCfNffR DOfS NOT AUTHORIZE ANY
WORK OR GRADING TO Bf PERFORMm UNTIL THE PROPFRTY OWNER'S PERMISSION
HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEfN ISSUED.
8, NO REVISIONS lt1LL Bf MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE Cl TY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITTONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLfS 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 SHEfT, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL [NG/NEER OF THE STAT[ OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLlfD SOILS
MECHANICS. TH[ SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHfRENCE TO RECOMMENDATIONS OUTL/NfD IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL 8£ DONE UNDER THE 0/RfCTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FlfLD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CA T/ONS ANO THE
" EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION RfPDRTS WILL BE SUBMITTED TO THE
PROJfCT INSPECTOR.
14. A PRECONSTRUCT[ON M£FT1NG SHAil BF HELD A T THE SITE PRIOR TO THE
BFG/NN/NG Of WORK AND SHAii Rf A TTFND[D BY All REPRF5fNTA llYf5
RESPONSIBLE FOR CONSTRUCTION, INSPECTION. SUPfRVISION, TESTING ANO ALL
OTHER ASPfC/5 OF THE WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK(4J8-1161 ext.4323) AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUClTON. APPROVED DRAWINGS MUST· BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROV/0[0 BY
THE PROJfCT INSPECTOR AT THf MEETING.
15. All /NSf'ECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MITT[NG "11.l BF
MADE BY CAIi /NG THE ENG/NEEB/NG 24 HO/JR /NSPITTIQN REQUEST IINt/-; A I
{619) 438 3891.INSPFCT[ON REQUESTS MUST BF RECEIVED PRIOR TO 2· Q0 P.~ ,
ON THE DAY BEFORE THE INSPfCTION IS NEEDED. INSPEClTONS WILL 8£ /b(t , ..
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE . AF'TfR '
2: 00 P. M. WILL Bf SCHEDULED FDR TWO FULL WORK DA rs LA TER. . •., .
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTR~CTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFfTY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STAT[ AND FEDERAL SAFfTY AND HfALTH 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
EXCA VAT/ON OF SUCH TRENCH OR TR[NCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRfNCHES FIVE FEfT (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VAR/ES FROM THE SHORING SYSTFM
STANDARDS [STABLISHEO BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8
CALIFORNIA ADMINISTRATIVE COO£ TH[ PLAN SHALL BE PREPARfD BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE, A COPY OF THf OSHA
EXCAVATION PfRMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHA/_L BE PERFORMfD UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEA$[ IMMEDIATELY. AND THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEfR. OPERATIONS WILL NOT RESTART
UNTIL TH[ PERM/TT£[ HAS RECEIVED WRITTEN AUTHORITY FROM TH[ CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THfRETO, INCLUDING
WARMING UP, Rf PAIR. ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TEO
GRADING EQUIPMfNT SHALL 8£ LIMITED TO THE PERIOD BETWEfN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPfRA TIONS SHALL BE CONDUCTED ON WEEKfNDS OR HOLIDAYS. (A LIST OF CITY
HOUDA YS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.)
21. ALL OFF SIT[ HAUL ROUTES SHALL 8[ SUBMITTED BY TH[ CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE
Of POSITED AT, A SITE APPROVED BY THE CITY ENCfNEfR. THE CONTRACTOR
$HAI I BF RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING Al ONG TH£ HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF TH[ GRADING OPERA T/ON.
23. BRUSH SHALL Bf REMOVED ONLY WITHIN THf AREA TO BE GRADED. NO TREES ARE
TO BE 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 PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOP[.
25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SEClTON. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SI TE APPRO VEO OF BY THE Cl TY ENGINEER.
21 ALL SLOPES SHALL BE /RR/GA TEO, STABILIZED, PLANTED AND/OR HYDROSEEDfD
WITHIN TEN (10) DAYS OF TH[ TIME WHEN [ACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOP[S AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, 711£ Ll•.N95C,IPll/0 ,01.,1,~S ,CfJR
RNS ,Of10JEST, 0/'MWING 1110. , AND/OR AS 0/RfCTED BY THf CITY
ENGINEER OR PLANNING DIRECTOR.
, I
29. THE OWNfR/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF TH[Sf GRADING PLANS lt1TH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA TION PLANS AND THE IMPROVEMfNT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCf WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO, STORM DRAIN PIP[ SHALL BE Rf/NFORCED CONCRETE PIPE WITH A MINIMUM
0-LOAO OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4"
ROCK PfR SDRSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR smEET AREAS AND REPLACED WITH PROP[RL y COMPACTED SOILS, IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE Ci TY ENG/NfER.
32. THf CONTRACTOR SHALL VERIFY THE LOCATION OF ALL fX/STING FACILITIES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT TH[ REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LDCA TIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LfAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRES[NTA TIVE.
UNDERGROUND SERVICE ALERT 1-800-422-4133
SDG&E (760)438-6200
PACIFIC BELL 1-800-422-4133
DAN/fLS CABLfVIS/ON (760)438-5241
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980
CITY OF CARLSBAO(SEWER, WATER & RECLAIMED WATER) (760)438-3367
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING-THE APPLICANT H/RfS A CIVIL fNGINEfR,
SOILS ENCfNffR, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120A.8./
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO [INAL AfPROVAL OF A GRADING PERMIT-THE FOLLOVANG
REPORTS MUST BE SUBMITTED TO TH[ CITY ENGINfER VIA THE
PROJECT INSPECTOR {15.16.120A.10/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEfR STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCf WITH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENCfNEERING DEPARTMfNT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDfD SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF TH[ SOIL, AND SUMMARIES OF
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL Bf DETERMINED AFTER •R• VALUE
TESTS HA VE BffN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FlfLD OF APPLIED
SOIL MECHANICS.ON THE PREPARED BASEMENT SOIL THE 'R" VALUE TESTS
AND THE ENGINEERED STRUCTURAL SfC~ION MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE TH[ WORK BEGINS.
2. STRffT LIGHTS SHALL BE INSTALLED AS SHOWN ON THESf PLANS.UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE
'AS-BUILT" PLANS. NO DIRECT BURIAL STREfT LIGHT FOUNDATIONS WILL Bf
ALLOWED. ALL LUM/NA/RES SHALL BE "cur OFF" TYPE,
J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350 OR ASBESTOS CEMENT PIPE WITH A MINIMUM 0-LOAD OF
2,000. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED
PROVIDED DEPTH IS LESS THAN 15 FEfT AND BACKFILLED WITH 3/4" ROCK
PER SDRSD S-4 TYPE "c" ANO PIPE MEETS AST.M STANDARD 3034 FOR SOR 35
SOLID WALL PIPE.
5. WHERE AN EXISTING PIP[ LINE IS TO Bf ABANDONED IT SHALL 8£ REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHfR AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THf CITY ENGINEER.
6, WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLf 24,
CALIFORNIA ADMINISTRATIVE CODE.
7. STREET TREES SHALL BE INSTALLED PfR SECTION IV 0.3 OF THE CITY
OF CARLSBAD LANDSCAPf MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN TH[ STRfET WITHIN TH[ LIMITS
OF WORK OF THIS PLAN PER SDRS DWG M19.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROF[SSJONAL LAND SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY (CUT) SHEfTS SHALL BE PROVIDED TO 7HE CITY
ENGINEERING INSPECTOR.
SEWER NOTES
1. SEWER MAIN AND APPURTENANC[S SHALL BE CONSTRUCTED IN A ACCORDANCE
WITH TH[ "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SEWER SYSTEM.DESIGN
CRITERIA,STANDARD DRAWINGS AND SPECIFICATIONS", ANO TH[ STANDARD
SPECIF/CA TIONS,MARCH 1993, AND THE STANDARDS SPfC/FICA TIONS FOR PUBLIC
WORKS CONSTRUCTION, LA TEST [DITTON (GREfN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FORM THE DIVISION OF
INDUSTRIAL SAFEIY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL
PROVISIONS OF THE STAT[ CONSTRUClTON SAFETY ORDfRS.
3. BEFOR[ ANY CONN[CTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED ANO APPROVED
BY THE DISTRICT'S ENGINEER AND SUPERINTEOENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF
WAY PERMIT SHALL Bf REQUIRED.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
(TELEPHONE NO. (619) 438-3891}.
WATER NOTES
1. WATfR MAINS ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCf
WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S PROCEDURAL GU/0£-·GENERAL
DESIGN RfQUIREMfNTS AND STANDARDS AND SPECIF/CA T/ONS FOR
CONSTRUCTION OF PUBLIC POTABLf WATfR FACILITIES, DATED OCTOBER 1993,
OR LA TEST REVISION.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY ANO PROVIDE PROOF OF OSHA NOT/FICA TION BEFORE
ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STAT[
CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. WO. LINES,
A PfRMIT SHALL BE OBTAINED FROM THE C.M. W.O. OFFICE AND MUST BE SIGNED
ANO APPROVED BY DISTRICT ENGINfER AND DISTRICT SUPERINTENDENT.
4. A PRECONSTRUCTON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7
DAYS BfFORf CONSTRUCT/ON BEGINS. 7HE CONTRACTOR SHALL NOTIFY TH[ CITY
OF CARLSBAD ENGINEERING /NSPEClTON 48 HOURS PRIOR TO BEGINNING OF
CONSTRUCT/ON. (TELEPHONE NO. (619) 438-J891 FOR SCHEDULING.
5. NO TRffS OR STRUCTURES SHALL 8£ ALLOWl:D IN THE WATER LINE EASEMENT.
ALL EXISTING TREES AND STRUC1URES SHALL BE REMOVED PRIOR TO COMMENCEMfNT
OF WORK-ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THf DIST. £NCR.
6. TH[ EXACT HORIZONTAL AND VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF THE
FIRE LINE LOCATED BET'M:EN THE DETECTOR CHECK VAL VE AND BUILDING SHALL
BE DETERMINED BY THE CITY OF CARLSBAD f/RE MARSHAL.
7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCf WITH THE "CARLSBAD RECLAMATION RULES ANO RfGULA TIDNS FOR
THf CONSTRUCTION OF RECLAIMED WATfR MAINS-CARLSBAD MUNICIPAL WATER
DISTRICT". OCTOBER 1993 OR AS AMfNDfD.
8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL Bf PROTECTED BY MEANS OF
CA THOO/C PROTECTION. IF DfVELOPER/01//NER CONDUCTS A SOILS TEST REPORT AND
DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNfR, THf
DISTRICT ENGINEER WILL CONSIDER AN ALTERNATE FORM OF PROTECTION,
SOILS ENGINEER'S CERTIFICATE
/, DAv.l'1 lJ. 'ol.(el( "------A REGISTERED CIVIL ENGINEER OF THE
"EARTHWORK"
CUT .•.........•. 742± C.Y.
FILL , , , . , . , . , , ... 742± C.Y.
IMPORT .......... , • 0± C.Y.
REMOVE & RECOMPACT . . 742± C. Y.
1) AVERAGE DEPT OF CUT -5'±
2) AVERAGE DEPT OF FILL = 5'±
NOT TO SCALE
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS,
REMEDIAL GRADING, ORA/NAG[ FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SfT
OF PLANS AND THE CITY STANDARDS, SPECIF/CA 7/ONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE ?tANS,
7HE GRADING WORK SHALL Bf PfRFORMEO IN ACCORDANCE 11'11H THE FOLLOWING
DOCUMENTS. CURRENT AT THE TIME OF CONsmucT/ON, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL COO[
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. -----'N/._A ____ DATED ____ _
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GRfEN BOOK)
6. SOILS REPORT AND RECOMMENDATIONS BY GE:"D SoiLS DATED _J_•t!Jd.A '(l._y__,J,po:(
'
7. THE SAN DIEGO AREA RECfONAL STANDARD DRAWINGS ANO AS MAY BE MOiJIFIED BY THE
CITY OF CARLSBAD STANDARDS.
8, CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS N/A
RfSOLUTION NO. ___ DA TEO __ _
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ,,.9,..l3,.,0c;..li"'04,__ ______ _
10. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS ANO SPECIF/CATIONS
FOR WATER, SEWER AND RECLAIMED WATER.
11. THE CALIFORNIA DEPARTMENT OF TRANSPORTATION; "MANUAL OF TRAFFIC CONTROLS FOR
CONSTRUCTION AND MAINTENANCE WORK ZONES".
12. THE CALIFORNIA DEPARTMENT OF TRANSPORTA T/ON STANDARD SPEC/FICA T/ONS
DOCUMfNT NO. 769692.
LEGEND
DESCRIPTION
PROPERTY BOUNDARY/RIGHT-OF-WAY LINE
PROPOSED CON TOUR
EXISTING CONTOUR
EXISTING SPOT ELEVA T/ON
PROPOSED FINISHED SURFACE ELEVATION
PROPOSED FINISHED GRADE ELEVATION
NEW BUILDING LINE
EXISTING SEWER LINE
EXISTING SEWER MANHOLE
EXISTING WA TfR LINE
EXISTING FIRE HYDRANT
DWG.NO. SYMBOL
--~ ,,,,,,---JOO
(393.20)
.~90.61 FS
390.6 FG
---w---
QUANTITY
STA TE OF CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY Mf OR UNDER MY DIRECTION BETWEEN THE
DA TES OF :J \/ N.~_.:z. "l _ 20.P_'f. AND _ _J"9J,lyfff__J '1 20.Sl..'i.
TWO (2) COMPLfTE COPIES OF THE SOILS R(PORT COMPILED FROM THl's STUDY, WITH MY
RECOMMENDATIONS, H~S BEEN SUBMITTED TO .Tfr OFF/~ OF THJJ'yrNEER.
CITY OF OCEANSIDE
HIGHWAY ;,19 PROPOSED 6" CURB --------
w,o ~!S., 'I-s1GNto, ___ ~ L~
r 1lJ>' r::. , , '-I
<1)•/.(i-0 .... S R,q.E.· NO.: 1 6 ~.J7~--------. .;' ',;f' -'I ' . . . ~
~ MIi. w DATE: .J~--~-..'l.o1 'Lo O S"' _____ _ * E-,..:1,,1.a• * · ,. I~ I, . ~ 'LICfNSE EXP/RATION DA rt:: ~~+~L--
-f',.t 'o, OWNE CATE
I (WE) HEREBY CERTIFY THAT A RECfSTERED SOILS [NG/NEER OR GEOLOGIST HAS BEEN OR 1'11LL Bf
RETAINED TO SUPERVISE OVER-ALL GRADING AClTVITY AND ADVISE ON THE COMPACTION AND
STABILITY OF THIS SITE.
NAME:jmooRD BRA TITLE: OWNER
INDEX MAP LEGEND
PRO..ECT BOUNDARY
STREET LIGHT ______ _
FIRE HYDRANT ______ _
SEWER MAINE MANl-lOLE
WATER MAIN -------
OWNER
RICHARD IJl?AMBLE
24821 STANHOPf (IF
DANA POINT CA. 92629
(949) 874-5299
SOURCE OF TOPOGRAPHY
--w--w-
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PHOTO-
GRAMMETRY METHODS FROM INFORMA T/ON GATHERED ON JUNE 5
20....M.. BY HUB[R AND ASSOC/A TES
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCA TEO ll'ITHIN ASSESSORS PARCEL NUMBER 216-280-13
THE CALIFORNIA COOROINA TE INDEX OF THIS PROJ[CT IS N __________ [ _________ _
BENCH MARK
DfSCRIPTfON: OC-0179 DISC SET IN WEST END Of SOUTH HEADWALl
OF 24" R.CP.
LOCATION: 0.4 MILC I.AST OF /N1ERSECT/ON or LA COSTA AVFNUE AND
SAXONY Rn 11
RECORDED: COUNTY Of SAN OiEGO PUBLIC WJRKS R[PT SV0106 01,
l'.J JQ P="5=---------------,---
EL£VA TTON: nR7 ,T[T DATUM: MSL.
VICINITY
h
rJTNOTTO . -J SCALE
MAP
CONCRfTE PAVEMENT
GRAVEL BAGS OR SILT FENCE
CONCRETE DRIVEWAY ___ CITY G-14A
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM 7HE ENGINEER OF WORK FOR THIS PROJfCT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS COD[, ANO THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDfRSTAND 7HAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD IS CONFINED TO A RfVIEW ONLY AND DOES NOT RELIEVE
Mf, AS ENGINEER OF WORK, OF MY RESPONSIB/U TIES FOR PROJfCT DfSIGN.
FIRM: SCHULER & ASSOC!!> TFS
ADDRESS: 813 KAlPATI C/RCL[. UNIT 219
CITY, ST.: CARLSBAD, CA 92008
TELEPHONE, =183=:;Q;f2
BY: ~ k-
ALAN F. SCHULER
PE NO.: 335JO
EXP/RATION DA TE: 6-30-06
1600 SF
700 EA
1 EA
(\.LANNING DEPARTMENT APPROVAL
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"AS BUil T"
ENGINEER ~.-y,wo;,; K: o~ •1~1(j~
ALAN F. SCHULER -DATE
R.C.E.33530 EXP.6-30-06
-------
(SIG~IFD)
c)~NED) DATE:
· · P.E. ___ EXP.___ DATE 2✓/1r/of'1--------------'
RFVIEWED BY:
RECOMMFNDED BY:--<1/...cA,.:,,jc...,;c&'-""'"''-'c::/,.,:,__ __ ~---
( PRINT NAME) INSPECTOR . DATE
! SHEET I CITY OF CARLSBAD
----+---+----f-----1 I ~-···· FNGINEERl~G DEPA""TMEN-
---1---+--+---+---I
I SH2ETS I
GRADING PLANS FOR:
2652 LA COSTA AVEN.JE
--·f----+---+----1 LOT 342 PF MAP NO. 6600
-+---f-----t---+----1 :=c=::-:====~~~=~=============;' APPROVED LWYO B HUBBS ~y
----------1-----1---+----c~--tt"~PIRES 12-31-05 t/4~~
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, DATE INITIA_ t.::.A IE INI IAI_ DA. 1[ , il",:1TIAL ~ ~.--,. -, , [DWN BY: PROJECT NO. DRAWING NO.
-m-SINEER 'oF WORK REVISION DESCRIPTION 1-0-"T-HE...::R_A.J.PD __ R __ OV __ A::..I. +-=-Cl...cTY::....A_F--PR--.O--'YA.:::L-1 ~~g ~~~ ll'ii& " PD 04-16 423-2A
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' EIX!STING 4 ':t: HIGH
/IETAIN/NG WALL
I. SET POSTS AND EXCAVATE A
4 BY 4 IN /10 BY 10 CM/
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THf FILTfR FABRIC TO
THE W!Rf FENCf AND EXTfND IT
INTO THf TRENCH.
11 1
1
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2, STAPLE WIRE FENCING TO
THf POSTS.
4. BACKFILL AND COMPACT THf
EXCAVATED SOIL.
~ SILT FENCE
PRUABRICATrn stLmNCE MAYBE USED IN
LIEU OF IN PLACE CONSTRUCT10N.
GRAPHIC SCALE
( IN FEET )
I inch • 10 ft.
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AREA OF OVER EXCAVATION
AND RECOMPACTION AS PER
GEO TECHNICAL INVES11GA 110N
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[XISTING ir~_fg" RISER TO . _
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5 ~ FIRST ROW OF SANDBAGS
HALF DfP1H
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EROSION CONTROL NOTE$
1. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT RICK OF DEL MAR CUSTOM HOMES, INC. AT
1-949-723-5000
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCA T/ONS TO FAG/LITA TE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED W/'THOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SA11SFACT/ON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
!S. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7.
8.
9.
ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
. ,.~ •"~,
' GRAVEL B'IGS OR \ I
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--~--· .. ,.. 13 " .
RfMOVE 24 L.F'.
TTER AND SIDEWALK /
D REPLACE WITH DR/ Y
R SAN DIEGO RE:G/ON
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it,
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MIN,
PLEASE REFER TO CASE 2 FOR CITY
OF CARLSBAD SUPPLEMENTAL STANDARDS
GS-15 FOR FURTHER INFORMATION
SECVON A-A
NOT TO SCALE
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AF EXIS11NG CURB,
TO NEAREST NDARD DRAWING. G. 14A
TYPE J MASONRY RETAINING __ _ CURRENT ADA STD & REG. STD. WALL PER S.D.R.S.D C-J
fXPANS/0/JO/ / REPAIR/RECONSTRU SIDEWALK PER
,,) , .... --7-~ ~ (_ R_E.,::, u l 2.. e, S '5 ICP .. l>,,"T't'.
BUtl..t>\NGi ?~P,.,...,"T) \
137 / ("'\ 0:) _,,. / uo SEcnoN B-B
NOT TO SCALE
v~
PLEASE REFER TO LETTER
FROM GEOSO/LS, INC. DATED: i
MAY 11, 2005, W.O. 4345-C-SC /
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8.
C.
D,
E.
TEMPORARY EROSION CONTROL
PLANnNG AND /RR/GA noN.
ALL PERMANENT AND Tt:MPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CA T/ONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLA TTt:R THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCT/ON OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENT1FIED BY THE CITY ENGINEER
THAT WARRANT.$ IMMEDIATE TREATMENT.
HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING
CR/Tt:RIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA Tt:D BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIP/TA T10N SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENT10N-
AL SYSTEM OF LOW PREC/PITA T10N SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA Tt::D AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE /RR/GA T10N TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COST.S OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
J. !RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH .
HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
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
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. /Tt::MS c,d,e, AND f OF THIS SUBSECT10N MAY BE OMITTt:D ON
LOCA T10NS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCAST1NG BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/Tl:: IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICUL TUR£ CERT/FICA T10N TAG ATTACHED TO, OR PRINTt::D ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WE:TTING AGENT.$ MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRET10N OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAUL/CALL Y APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN !SO% OF
THE STRAW INTO THE SOIL.
J. FERTILIZER CONS!ST1NG OF AMMONIUM PHOSPHA rt:: SULFA TE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RA TE OF !SOD lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINAT10N OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLA TTt:R THAT ARE SUFFICIENTI.. Y FRIABLE.
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. ADJUST1NG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENT.$, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDIT10NS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNT1L
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
NOTE: ENGINEER OF WORK: HAS BUIL TH
/
/
PER PRfLIMINARY GEOTt::CHNICAL EVALUATION, BY GEO SOILS, DATt::D
JUNE 28, 2004. "THE EXISTING RETAINING WALL, LOCATED BELOW THE
NORTHERN SLOPE, MAY NOT BE SUITABLE FOR ITS INTENDED USE, AND
OR NOT IN ACCORDANCE WITH CURRENT STANDARD OF PRACTICE.
THUS, THIS WALL MAY SUFFER DISTRESS AND OR FAILURE. THIS
CONDITION SHOULD BE DISCLOSED TO ALL OWNERS.
P.E. __ _ EXP. ___ _ DATE
BENCH MARK
DESCRIPTION: OC-0179 DISC S[T IN WEST [ND OF SOUTH HE:ADWALL
Of 24" R.C.P,
ALAN F. S
R.C.E.33530
ULER ~&i/oS'
EXP.6-30-06
REVIEw'ED BY•
INSPECTOR DATE
t---t------t----~------+---t------i---t---t I SH2EET I CITY OF CARLSBAD I SHE2ETS I
ENGINEERING DEPARTMENT :==='...':::::::========:::::'....':=~ GRADING AND EROSION CONTROL PLANS FOR:
2652 LA COSTA A\Je\l.E
LOT 342 OF MAP NO. 6600
APPROVED LLOYD . HU S or-
GR.•A ,r'L B'AG DfTAl'L LOCATION: 0.4 MILE EAST OF INTE:RSEC110N OF LA COSTA AVENUE AND .;)-,!'1, RELOCATE HOUSE, ADJUST TOPOGRAPHY Schuler&Associat1JS, Inc. ,, ~c:1 ,, ,,, SAXONY ROAD
/<"-""'Ci~ vr~ s/;4,/os
CITY ENGIN PE889EXPIRES 12-31-05 DATE
813Ka/pstiCircl•. Unit219 RECORDED: COUNTY OF SAN Ql[GO PUBLIC WORKS -REPT. SV0106-01, ADD DRAINAGE SWALE & RETAINING WALL OWN BY: ___ PROJECT NO. DRAWING NO. O
CarlsbadCA92008 1 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:___ PO 04_16 423_2A <'
Ph: (7BO/ 720-3850 "'LE"ATION 1J 87 FErT DATUM Ms L REVISION DESCRIPTION RV"D BY el L---~~=/~:.,~:::. ___ ~~!!!~!;;2,!. ____________________________________________________ ~c.=,:•·:::.::· ~:":========~::! ~=· :· :· =--~E=N=Gl:NE:E:R:O:F:W:OR~K~===============:d:□T:H:ER=AP:PR:□:V:AL~=C=IT:Y:A:P:PR:O~VA=L~~~w~~~• ==~==~=~=~=~=~==~ ")-,· cax: 76 1 ! 0-3850 JOB No. 332 _01 .._
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