HomeMy WebLinkAboutDWG 440-9B; MS 04-18; EUCALYPTUS LANE; 01-13CENEBA.l NOTES
I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOYtN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORllON OF THE
CARLSBAD MUNICIPAL COD£, RESOLUllON OF COND!770NAL APPROVAL, CITY
STANDARDS OR OTHER AOO!lTONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
R£11S£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUClTON. ALL PLAN REl!JS!ONS SHALL
8£ PROMP11.Y SUBM!Tll:O TO THE CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER HILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERllRCA TE OF INSURANCE MUST 8£ RLED NAMING TH[ CITY OF CARLSBAD AS
AN AOO!llONAL INSURED ON THE PERM!Tll:['s POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WR!llNG THE POLICY MUST HA VE A RA llNG OF 'A-' OR BETTER AND A
CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS' KEY RAl/NG GUIDE.
5. NO WORK SHALL 8£ COMMENCED UNl/L ALL PERMITS HAVE BEEN OBTAINED FRO/.!
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. R[l!JS!ON OF THESE PLANS MA Y 8£ R[QIJ/REO IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE
IMPROVEMENT AGREEMENT.
1. NO REVISIONS HILL 8£ MADE TO THESE PLANS WITHOUT THE WR/Tll:N APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPR!A TE SHEET OF THE PLANS AND 7711.[ SHEET.
8. ORIGINAL ORAYtlNGS SHALL BECOME THE PROPERTY OF THE CITY UPON 8£/NG
SIGNED BY TH£ CITY £NG/N££R.
9. THE ORIGINAL DRAWING SHALL 8£ REVISED TO REFLECT AS-BUILT CON0!770NS
BY TH£ ENGINEER-OF-WORK PRIOR TO RNAL ACCEPTANCE OF TH£ WORK BY TH£
CITY.
10. ACCESS FOR RR£ AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO
TH£ PROJECT SITE AT ALL 1/MES DURING CONSTRUCT/ON.
II. Wf-/ERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
{A) SUMMARY SHEET, {B) LABORATORY WORK SHEETS ANO (C) COMPACl/ON
CURVES, SHALL 8£ SUBM!Tll:D BY A PROFESSIONAL ENGINEER OF TH£ STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE RELD OF APPLIED SOILS
MECHANICS. TH£ SOILS REPORT WILL 8£ SUBMITTED TO THE CITY £NGIN££R!NG
INSPECTOR HITH!N TWO WORKING DAYS OF COMPLET/ON OF RELD TESTS. THE
WR/Tll:N RELD COl,IPAClTON REPORT{S) SHALL 8£ !MMEDIA TEL Y SUBM!Tll:D TO
TH£ CITY ENGINEERING INSPECTOR UPON COMPL£710N OF TH£ R£LD TESTS.
12. A PRECONSTRUCl/ON MEET/NG SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY All REPRESENTA T/VES
RESPONSIBLE FOR CDNSTRUCl/ON. /NSP[ClTON. SUPERVISION. lESlTNG ANO ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE TH£ MEEllNG
THROUGH THE P[RA{!T CLERK (160) (438-3891) AT LEAST RVE(5) WORKING DAYS
PRIOR TO STARTING CONSTRUCllON. APPROVED ORA WINGS MUST 8£ AVAILABLE
PRIOR TO SCHEDULING.
13. ALL INSPEClTON REO/JESTS OTHER THAN FOR PRECONSTRUClTON MEElTNG HILL BE
MAO£ BY CALLING THE ENGINEER/NC 24-HOUR INSPECT/ON REQUEST LINE AT
{760) 438-3891./NSPECT/ON REO/JESTS MUST BE RECf/VEO PRIOR TO 2:00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. !NSPEClTONS WILL 8£ MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE REQUESTS MADE AFTER
2.· 00 P.M WILL BE SCHEDULED FOR TWO FULL WORK DAY., LA lER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY 0£11CES, INCLUDING
SHORING, ANO SHALL 8£ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA TE ANO FEDERAL SAFETY ANO HEAL TH STANDARDS, LA /IS ANO REGULA llONS.
15. TH£ CONTRACTOR SHALL CONFORM TO LABOR COD£ SECT/ON 6705 BY SUBM!TTTNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROl1S!ONS TO 8£ MADE
OF WORKER PROTECllON FROM TH£ HAZARD OF CAVING GROUND OUR/NG TH£
£XCA VA 710N OF SUCH TRENCH OR TRENCHES OR OUR/NG TH£ PIPE !NSTALLA 710N
TH£R£/N. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES RVE FEET (5') OR
MOR£ IN DEPTH AND APPROVED BY TH£ CITY ENGINEER ANO/OR CONCERNED
AGENCY PRIOR TO £XCA VA 710N. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUClTON SAFETY ORDERS 1111.£ 8
CALIFORNIA ADMINISTRA 7/Vf COO£ THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF TH£ OSHA
EXCAVATION PERMIT MUST BE SIJBM/Tll:D TD THE INSPECTOH PR/OH TO
EXCA VA 170N.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
OUR/NG CONSTRUCllON, OPERA 710NS HfLL CEASE !AIMED/A TEL Y. AND THE
P£RM!Tll:E WILL NOllFY TH£ CITY ENGINEER. OP£RA110NS WILL NOT RESTART
UNTIL TH£ P£RMITTE£ HAS R£C£/V£0 WR!Tll:N AUTHORITY FROM TH£ CITY
ENGINEER TO DO SO.
11. ALL OP£RA710NS CONDUCTED ON TH£ SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR. ARRIVAL, DEPART/JR£ OR OPERA 710N OF TRUCKS.
£ARTHMOl1NG EQUIPMENT, CONSTRUClTON EQUIPMENT ANO ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIM/TEO TO THE PEH/00 BETWEEN 7.·00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERA llONS SHALL 8£ CONDUCTED ON WE£K[NDS OR HOL!DA Ys. (A UST OF CITY
HOLIDA r., IS A VA!LABLE AT TH£ £NGIN/IRING 0£PARTY£NT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL 8£ SUBM/Tll:D BY TH£ CONTRACTOR TO TH£
CITY ENGINEER FOR APPROVAL TOO FULL WORK/NC DAYS PRIOR TO 8£GINNINC OF
WORK. THE CONTRACTOR SHALL 8£ RESPONSIBLEFOH ANY DEBRIS OR DAMAGE
OCCL!RRING ALONG THE HAUL ROUTE OR ADJACENT STR[ETS AS A RESULT OF TH£
GRAO!NC OPERA 710N.
19. NO BLASllNG SHALL 8£ COMMENCED WITHOUT A CITY [NC/NEER APPROVED
BLASl/NG PROGRAM.
20. TH£ EXISTENCE AND LOCA 710N OF UllLITY STRUCTURES ANO FACIU71£S SHOWN
ON TH[ CONSTRUClTON PLANS WERE OBTAINED BY A SEARCH OF TH£ AVAILABLE
RECORDS. A TT£N710N IS CALLEO TD THE POSS/BL£ EXISTENCE OF OTHER
Ulll!TY FACILl71£S OR STRUCTURES NOT SHOWN OR IN A LOCA 710N DIFFERENT
moM THAT SHOWN ON TH£ PLANS. TH[ CONTRACTOR IS REQUIRED TD TAK[ DU£
PRECAUllONARY MEASURES TO PROTECT TH£ UT/LIT/ES SHOWN ON TH£ PLANS ANO
ANY OTHER EX!SllNG FAC!LllTES OR STRUCTURES NOT SHOWN.
21. TH£ CONTRACTOR SHALL VERIFY TH£ LOCA 1/0N OF ALL EXISTING FACILITIES
(ABOVEGROUND ANO UNDERGROUND) WITHIN TH[ PROJECT SITE sumct[N11. y
AHEAD OF THE CONSTRUClTON TO PERMIT THE REVISIONS OF TH£ CONSTRUCT/ON
PLANS IF IT IS FOUND THAT THE ACTUAL LOCAl/ONS ARE IN CONFLICT WITH
TH£ PROPOSED WORK.
22. TH£ CONTRACTOR SHALL NOllFY AFF£ClED UllUTY COMPANIES {SE£ BELOW} AT
LEAST 2 FULL WORKING OA YS PRIOR TO STARllNG GRADING NEAR TH£/R
FAC!Lll/ES ANO SHALL COOROINA TE THE WORK WITH A COMPANY REPRESENTA 111/£.
IJNOERGROUNO SERVICE ALERT 1-800-422-4133
SOC&£ (800)660-7343
SBC (800)892-0123
CBAlJJNG NOTES
(IN AOD!llON TO TH£ R£QUIRDfENTS OF CHAPTER 15.16 OF TH£
CARLSBAD MUNICIPAL COD£)
/. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUS/ Y 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 PORl/ON OF THE
CARLSBAD MUNICIPAL COO£, R£SOLU770N OF CONO!llONAL APPROVAL, CITY
STANDARDS OR OTHER A00!770NAL DOCUMENTS L!SlEO HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. TH£ ENGINEER IN RESPONSIBLE CHARGE SHALL
REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS O!SCOVER£0.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR £NG!N[ER-OF-
WORK FROM RESPONSIBILITY FOR TH£ CORRECllON OF ERRORS ANO OMISSIONS
D!SCOVER£0 OUR/NG CONSTRUCllON. ALL PLAN REVISIONS SHALL 8£ PROMP7l Y
SUBM!Tll:O TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER ll1LL 8£ REQUIRED FOR ANY
WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
C[RlTRCA TE OF INSURANCE MUST 8£ RL£D NAMING TH£ CITY OF CARLSBAD AS
SIZE AN A00!770NAL INSURED ON TH£ PERM!Tll:£'s POLICY IN TH£ MINIMUM AMOUNT
OF /1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TH£ INSURANCE
COMPANY WR!77NG 77-IE POLICY MUST HA VE A RA TING OF "A-" OR B£Tll:R
AND A SIZECA TEGORY OF CLASS V OR BETll:R AS ESTABLISHED BY "BESTS"
KEY RA 7/NG GU/0£
5. UNLESS EXEMPTED BY SECTION 30!.{b}5 OF TH£ UNIFORM BU/LO/NG CODE,
RETAINING WALLS OUTS/OE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM TH£ BUILDING DEPARTMENT.
6. NO WORK SHALL 8£ COMMENCED UNl/L ALL PERMITS HA VE BEEN OBTAINED FROM
TH£ CITY ANO OTHER APPROPRIATE' AGENCIES.
7. APPROVAL OF THESE PLANS BY TH£ CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO 8£ PERFORMED UNllL 77-1£ PROPERTY OWNER's PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS 8££N ISSUED.
8. NO REl!JS!ONS WILL 8£ MAO£ TO THESE PLANS WITHOUT TH£ WR!Tll:N APPROVAL
OF TH£ CITY £NG/NEER, NOTED WITHIN THE R£11S!ON BLOCK, ON THE
APPROPR!A TE SHEET OF THE PLANS ANO TH£ 1111.£ SHEET.
9. ORIGINAL ORAHINGS SHALL BECOME TH£ PROPERTY OF TH£ CITY UPON BEING
SIGNED 8 Y TH£ CITY ENGINEER.
10. TH£ Ol?IGINAL DRAHfNG SHALL 8£ REVISED TO REFLECT AS-BUILT COND!770NS
BY THE £NG/NEER-OF-WORK PRIOR TO RNAL ACCEPTANCE OF THE WORK BY THE
CITY.
II. ACCESS FOi? RR£ ANO OTHER EMERGENCY VEHIC/ES SHALL 8£ MAINTAINED TO
77-IE PROJECT SITE AT ALL llMES OUR/NG CONSTRUCllON.
12. WHERE TRENCHES AR£ fr/THIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: {A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND {C} COMPAClTON
CURVES, SHALL 8£ SUBMITTED BY A PROFESSIONAL ENGINEER OF TH£ STATE' OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE RELO OF APPLIED SOILS
MECHANICS. TH£ SOILS REPORT WILL 8£ SUBMITTED TO TH£ CITY £NGIN££R!NG
INSPECTOR WITHIN TWO WORKING DAY., OF TH£ COMPL£770N OF R£LD TESTS.
13. A SOILS COMPACllON REPORT ANO COMPLIANCE //ER/RCA 770N REGARDING
ADHERENCE TO R£COMM£NDA lTONS OU11.INED IN TH£ SOILS R£P0.9 T IS REQL!!REO
PR/OR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL 8£ DONE UNDER THE 0/RECl/ON OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE RELO OF APPLIED
SOILS MECHANICS. ALL RLL OR FUTURE RLL AREAS SHALL 8£ CONSTRUCTED IN
ACCORDANCE WITH TH£ CITY OF CARLSBAD STANDARD SPEC/RCA llONS AND TH£
'EARTHWORK SP£CIRCA710NS' ATTACHED TO 77-IE PRELIMINARY SOILS
!NVESl/GA lTON. DAILY RELO COMPACl/ON REPORTS WILL 8£ SUBM!Tll:O TO TH£
PROJECT INSPECTOR.
14. A PR[CONSTRUCTION MEET/NG SHALL 8£ HELO AT THE SITE PRIOR TO THE
BEGINNING OF WORK ANO SHALL BE ATTENDED BY All REPRESENTA lTVES
RESPONSIBLE FOR CONSTRUCl/ON. INSP[ClTON. SUPERWSION. lESTING AND ALL
OTHER ASPECTS OF 77-IE WORK. TH£ CONTRACTrJR SHALL SCHEDULE TH£ M££71NG
THROUGH TH[ PERMIT CL£RK(438-389I) AT LEAST RVE(5} WORKING
DA r., PRIOR TO STARllNG CONSTRUCT/ON. APPROVED DRAWINGS MUST 8£
AVAILABLE PRIOR TO SCHEDULING. TH£ CRAO!NG PERMIT WILL 8£ PROV/OED BY
THE PROJECT INSPECTOR AT TH£ M££71NG.
15. ALL INSPECT/ON REQUESTS OTHER THAN FOR PRECONSTRUCl/ON MEElTNG WILL B[
MADE BY CALLING THE ENGINEERING 24-HOUR !NSP[CllON REQUEST LINE AT
{760! 438-3891.!NSPECllON REQUESTS MUST BE RECEIVED PRIOR TO 2·00 P.M.
ON THE DAY BEFORE THE INSP[CllON IS NEEDED. !NSP[CllONS WILL 8£ MAO£
TH£ NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MAD[ AFTER
2: 00 P.M. HILL 8£ SCHEDULED FOR TWO FULL WORK OA rs LA TER.
16. THE OWNER ANO/OR APPLICANT THROUGH TH£ DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO SHALL 8£ SOLELY RESPONSIE!lE FOR CONF(}R,l{INC TO ALL LOCAL.
STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO R£GULA110NS.
11. TH£ CONTRACTOR SHALL CONFORM TO LABOR COO£ SECllON 6705 BY SUBMITTTNG
A DETAIL PLAN TO TH£ CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING
THE 0£S/CN OF SHOR/NC, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MADE
OF WORKER PROTEClTON FRO/,/ TH£ HAZARD OF CAVING GROUND OUR/NC THE
EXCA VA lTON OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE !NSTALLA lTON
TH£R£/N. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES RVE FEET (5') OR
MOR£ IN DEPTH ANO APPROVED BY TH£ CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO £XCAVA 770N. IF THE PLAN VARIES FROM THE SHOR/NC SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCllON SAFETY ORDERS. Till£ 8
CALIFORNIA ADM!N!STRA ll'(f COO£ TH[ PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT TH£ CONTRACTORS EXPENSE. A COPY OF TH[ OSHA
£XCAVA110N PERMIT MUST 8£ SUBM!Tll:O TO THE INSPECTOR PRIOR TO
£XCA VA 710N.
18. NO BLASllNG SHALL 8£ PERFORMED UNllL A VALID BLASllNG PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA 710N FOR BLASllNC
PERMIT WELL IN AO VANCE OF TH£ SCHEDULING OF BLASllNG OPERA llONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCO~EO WITHIN ANY WORK AREA
DURING CONSTRUClTON, OPERA 1/0NS HfLL CEASE IMMEDIATELY. ANO TH£
P£RM!Tll:£ WILL NOllFY TH£ CITY ENGINEER. OPERA lTONS WILL NOT RESTART
UN71!. TH£ PERMIT7E£ HAS R£C£/V£0 WR!Tll:N AUTHORITY FROM TH£ CITY
ENGINEER TO DO SO.
20. ALL OP£RA710NS CONDUCTED ON TH£ SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA 710N OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCllON £0/J!PMENT ANO ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL 8£ LIMITED TO TH£ PERIOD BETWEEN 7.·00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING
OP£RA710NS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS, {A UST OF CITY
HOL!DA r., IS AVAILABLE AT TH£ ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROI/TES SHALL 8£ SUBMITTED BY THE CONTRACTOR TO 71-1£
CITY ENGINEER FOH APPROVAL TWO FULL WORKING DAY., PRIOR TO BEGINNING OF
WORK.
22 IMPORT MATERIAL SHALL 8£ OBTAINED FROl,f, ANO WASTE MATERIAL SHALL 8£
DEPOSITED AT, A SITE APPROVED BY TH£ CITY £NG/NEER. THE CONTRACTOR
SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCL!RRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RES/Ji T OF THE GRADING OPERA 710N.
23. BRUSH SHALL 8£ REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO 8£ REMOVED UNLESS SPEC!RCALLY NOTED ON TH£ PLAN.
PACIFIC
OCEAN
VICINITY MAP
NO SCALE
CBAlJINC NOTES CONTINUED:
L
25. 77-IESE PLANS AR£ SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE Pl?OJECT INSPECTD.9.
26. ALL SLOPES SHALL 8£ TRIMMED TO A RN/SH GRADE TO PRODUCE A UNIFORM
SURFACE ANO CROSS SEClTON. TH£ SITE SHALL 8£ LEFT IN A NEAT AND
OROERL Y CONO!llON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMOVED
ANO DISPOSED OF AT A SITE APPROVED OF BY TH£ CITY £NG/NEER.
27. ALL SLOPES SHALL 8£ /RR/GA TEO, STAB!LIZ£0, PLANTED ANO/OR H't!JROSEED[O
WITHIN TEN (10) DA r., OF TH£ 71M£ WHEN EACH SLOP£ IS BROUGHT TO GRAD£
AS SHOWN ON TH£ APPROVED GRADING PLANS.
28. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY TH£ CITY OF CARLSBAD LANDSCAPE MANUAL, TH£ LANDSCAPING PLANS FOR
THIS PROJECT, ANO/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR.
29. TH£ OWNER/APPLICANT SHALL INSURE 77-IAT ALL CONTRACTORS SHALL COORDINATE
TH£ WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND !RR/GA lTON PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL 1/M[ REQUIRDfENTS.
30. STORM DRAIN PIPE SHALL 8£ REINFORC[O CONCRETE PIPE HITH A MINIMUM
0-LOAD OF 1,350. FOR PRIVATE' STORM DRAIN PIPES, UP TO 15' PVC ,ifAY BE
UllLIZEO PROV/0£0 DEPTH IS LESS THAN 15 FEET ANO BACKRLLEO WITH 3/4'
ROCK P[R SOR SO S-4 TYPE 'C' ANO Pf PE MEETS ASTY STANDARD 3034 FOR
SOR 35 SOLID WALL Pf PE
31. WHERE AN [X/SllNG PIP£ UN£ IS TO 8£ ABANDONED AS A R£SUL T OF TH£
GRADING OPERA 770N, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILD/NC
OR STREET AREAS AND REPLACED 111TH PROPERLY COMPACTED SOILS IN OTHER
AREAS TH[ PIPE WILL 8£ PLUGGED lffTH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32 TH£ CONTRACTOR SHALL //ER/FY TH£ LOCAl/ON OF ALL EX!Sl/NG FAC!LllTES
(ABOVE GROUND AND UNDER GROUND) WITHIN TH£ PROJECT SITE sumCl£N11.Y
AHEAD OF GRADING TO PERMIT TH£ R£11S!ON OF TH£ GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCA T/ONS AR£ IN CONFLICT WITH TH£ PROPOSED
WORK.
33. PERMIT COMPLIANCE R£Qll!R£MENTS:
A. FOR CONTRIJll£D GRADING-TH£ APPLICANT Hll?ES A CIVIL ENGINEER,
SOILS £NC/NEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE ANO CONTROL THE WORK IN PROGRESS /15.16.120 BJ
CARLSBAD MUNICIPAL COD£
8. PRIOR TO RNAL APPROVAL OF A GRADING PERMIT-THE FIJlLOWING
REPORTS MUST 8£ SUBM!Tll:D TO THE CITY ENGINEER 11A TH£
PROJECT INSPECTOR /15.16.120.9 &!OJ CARLSBAD MUNICIPAL COO£:
{!) FINAL REPORT BY SUP£Rl1S/NG GRADING £NG/NEER STAlTNG ALL
GRADING IS COMPLETE ALL EROSION CONTROL, SLOPE PLANllNG
ANO IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS {OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY [NG/NEERING 0£PARTY£Nl).
(2) AS-BUILT GRADING PLAN.
{3) REPORT FROM TH£ SOILS ENGINEER, WHICH INCLUDES
R£COMM£N0£0 SOIL BEARING CAPACl71£S. A STA TEM£NT AS TO
TH£ EXPANSIVE QUALITY OF TH£ SOIL, AND SUMMARIES OF
RELD AND LABORATORY TESTS. TH£ REPORT SHALL ALSO
INCLUDE A STATDfENT BY TH£ SOILS ENGINEER THAT THE
GRADING WAS DON£ IN ACCORDANCE WITH THE REQUIREMENTS AND
R£COJ,IJ,IENDA 7/0NS OU11.!N£0 IN TH[ PR£Ll,IJ/NARY SOILS REPORT
AND ANY SUPPLDfENTS THERETO.
{4} REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY TH£
CITY.
L
GRAD/NC NOTES CONT/Nl/EO:
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ON£ (I)
YEAR AFTER THE CITY £NG!N££R's APPROVAL, THESE PLANS MAY 8£ R£QUIR£0
TO 8£ RESUBMITll:0 FOR PLANCH£CK. PLANCH£CK FEES WILL 8£ REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT 7177.£0 PRELIMINARY GEOTECHNICAL EVALUAl/ON APN 208-040-05-00.
4998 EUCALYPTUS LANE CARLSBAD. CALIFORNIA. DA TEO MAY 26, 2004 PREPARED BY
GEOSO/LS, INC. SLOPE £VALUA lTON LETll:R AND R£COMM£NOA 1/0NS PREPARED BY
SOUTHERN CALIFORNIA SOILS & lESllNC, INC. DA lED OCTOBER 28, 2004 SHALL 8£
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL 8£ DON£ IN
ACCORDANCE WITH THE RECOMM£NDA llONS ANO SPECIF/CA llONS CONTAINED IN SAID SOILS
REPORT.
STREET NOTES
I. ACTVAL STRUCTURAL SECllONS HfLL 8£ 0£TERMIN£0 AFTER 'R" VALUE
TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF TH£ STA TE
OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE RELO OF APPLIED
SOIL MECHANICS,ON TH£ PREPARED BASEMENT SOIL THE "R' VALUE TESTS
ANO TH£ £NGIN££REO STRUCTURAL SECllON MUST 8£ SUBM!Tll:O TO 77-1£
£NGIN££R!NG INSPECTOR FOR REl1£W ANO APPROVAL A MINIMUM OF TWO (2)
CITY WORKING OA YS BEFORE TH£ WORK BEGINS.
2 STREET LIGHTS SHALL 8£ INSTALLED AS SHOWN ON THESE PLANS.UNDERGROUND
CONDUIT RUNS, S£Rl1CE POINTS AND HAND-HOLES SHALL 8£ SH0/11'1 ON TH£
"AS-BUI/ r' PLANS NO DIRECT BURIAL STREET LIGHT FOUNOA llONS WILL 8£
ALLOWED. ALL LUMINAR/£S SHOULD 8£ ·cur OFF" TYPE.
3. ALL UNDERGROUND UllLIT/[S ANO LATERALS SHALL 8£ INSTALLED PRIOR TO
CONSTRUClTON OF CURBS, CROSS GUTll:RS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE R£/NFORC£D CONCRETE PIPE WITH A MINIMUM
0-LOAO OF 1,350. FOR PRIVATE' STORM DRAIN PIPES, UP TO !5' PVC MAY 8£
U71L!Z£D PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKRLLED WITH
3/4' ROCK PER SOR SO S-4 TYPE 'C' ANO Pf PE MEETS ASTY STANDARD 3034
FOR SOR 35 SOLID WALL PIPE.
5. Wr!ERE AN EX!Sl/NG PIPE LINE IS TO 8£ ABANOON£0 IT SHALL 8£ REMOVED
WITHIN TWENTY FEET OF BU/LO/NG OR STREET AREAS ANO REPLACED WITH
PROPERLY COMPACTED SOILS IN OTHER AREAS THE PIPE WILL 8£ PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF 1111.£ 24,
CALIFORNIA AOMINISTRA llVE COD£
1. STREET TREES SHALL 8£ INSTALLED PER SECllON IV 0.3 OF TH£ CITY OF CARLSBAD LANDSCAPE MANUAL.
8. RR£ H't!JRANT MARKERS SHALL 8£ PLACED IN TH£ STREET WIT/-1/N THE LIMITS OF IIVRK OF THIS PLAN PER SORS owe M/9.
9. ALL SURVEY MONUMENTS ANO POINTS THAT AR£ DISTURBED BY THIS WORK
SHALL 8£ R£-£STABLISH£0, PERPETUATED, ANO DOCUMENTED PER TH£
PROFESSIONAL LANO SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY (cul) SHEETS SHALL 8£ PROVIDED TO THE CITY
£NG!N£ERING INSPECTOR.
PROJECT LOCATION
THIS PROJECT IS LOCATED ADJACENT TO ASSESSOR's PARCEL NO. 208-040-05.
THE CALIFORNIA COORD!NA TE INDEX OF THIS PROJECT IS N 2000 [ 6237
SOllBCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PHOTO G£00£1/C
CORPORAlTON BY A AERIAL TOPOGRAPHIC SURVEY BASED UPON DATA
GA TH£RED ON JANUARY 23, 2006, FEBRUARY 13, 2006, FEBRUARY 21, 2006,
AND MARCH 13, 2006. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA llONAL
MAP ACCL!RACY STANDARDS.
BASIS OF BEABINCS
TH£ BASIS OF BEARINGS FOR THIS PLAN IS THAT LIN£ CONN£Cl1NG POINT 109
TO POINT 114 AS SHOWN OAI. RECORD OF SURVEY 17271. !.£ N/8'47'42"£
EABTHH'ORK:
EXC4~1E-
RLL:
IMPORT.·
REMEDIAL:
360 C. Y.
235 C. Y.
125 C.Y.
645 C.Y.
DEVELOPER:
FAMILY REAL ESTA lE ENTERPRISES, LLC.
560 N. COAST H!GHWA Y IOI, STE I
ENCINITAS, CA 92024
DECLARATION OF RESPONSIBLE CI/ABCE
I HEREBY DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS
PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER TH£
DESIGN ON THE PROJECT AS DERN£0 IN S£C710N 6703 OF TH[ BUSINESS
ANO PROFESSIONS COD£, ANO THAT TH£ DESIGN IS CONSISTENT WITH
CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
SP£C!RC4770NS BY TH£ CITY OF CARLSB40 DOES NOT REL/£1/£ ME,
AS £NG!N££R OF WORK, OF MY RESPONS/8/LmES FOR PROJECT DESIGN.
OZMY CONSULTANTS, INC.
2710 WEST LOKER AVENUE
CARLSBAD, CALIFORNIA 92010
(160) 931-7100
.,,.,d'-c--tL~=IL __ · OAT£· Z-2Z•c)7
THOMAS L GUINN
R.C.£ NO. 69017 EXP. 6/30/08
REFERENCE PLANS
369-7A, 369-7, 377-38, 333-2G
IYORK TO BE DONE
THE IMPROVEMENT WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH TH£ FOLLOWING DOCUMENTS, CURRENT AT THE llME OF
CONSTRUCl/ON, AS DIRECTED BY THE CITY £NG/NEER.
I. CARLSBAD MUNICIPAL COO£
2 CITY OF CARLSBAD STANDARDS.
J THIS SET OF PLANS.
4. PLANNING COMMISSION R£SOLU770N NO. 5942 THRU 5945, OA lEO AUGUST J, 2005.
5. THE STANDARD SPEC/RCA lTONS FOR PUBLIC WORKS CONSTRUCl/ON {GREEN BOOK}.
6. SOILS REPORT ANO RECOMMENOA 1/0NS BY CEOSO!LS, INC. DA TEO MAY 26, 2004. SLOP[ £VALUA 710N LEm:R AND
R£COMM£NOA710NS PREPARED BY SOUTHERN CALIFORNIA SOILS & TESllNG, INC. DATED OCTOBER 28, 2004.
1. 77-1£ SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY 8£ MOD!R£0 BY TH£ CITY OF CARLSBAD STANDARDS.
8. ENVIRONMENTAL APPROVAL DOCUMENTS DA TEO AUGUST J, 2005.
9. STORM WATER MANAGEMENT PLAN (SW/JP) FOR £UCAL YPTUS LAN£ PREPARED OCTOBER 2006, BY O'oA Y CONSULTANTS, INC.
10. STORM WATER POLLUllON PR£VEN710N PLAN {SI/PPP) FOR EUCALYPTUS LAN£ PREPARED OCTOBER 2006, BY O'oAY
CONSULTANTS, INC. /f1J!O NO. 937C342924
!!. CALIFORNIA STORM WATER QUALITY ASSOC/A 770N, STORM WATER BEST MANAGEMENT PRAClTCE, CONSTRUCTION HANDBOOK
ANO THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTAllON, CONSTRUCT/ON SITE BEST MANAGEMENT PRACTICES {BMP)
MANUAL.
lECENll
DESCRIPTION SDRSD DWG. NO. SYMBOL
SUBDMS/ON BOUNIJARY . . . • . . . . • . . . . . . . . . • . . . • • . . ------
LOT LINES. . . . • • . . . • . . . . • . . . • • . . . . • · · · • • • •
PROPOSED CONTOURS. . . . • . . . . • . . • • • . . . • . . . • • . . . . -----170-
EX/STINC CONTOURS. • • • • • • • • • • • • • • • • • • • . . • • . • • • • J 70 --
OAY/JGHT UN£. . ...•...•••...••..• , •• , , • • • • • jt ______ 'l'.. _____ j'
C CUT/FILL UN£. . . • . . . . • • • . . • • . . • • . . . • . • . . • • . -// -// ~-.---
+ 215.8 EX!SlTNG SPOT ELEVAT/ON. . •...•..•.•••• , , •• , , ••• ,
7i!L-PROPOSEO SPOT ELEVAlTON, • • . . • . • • • • • • • • • • , • . • . . . -
LOT NO.. . • . . . . • . . . . • . . . • • • • • • • • • • • • • • • • • LOT 1
SlllEET UGHT , , , , . . . , • • • • , , • , • • , , , • , , • . • • . .
RR£ H'fDRANT. . . . • • . . • • . . . . • . . . . • . . . • • . • . • .
GRAOEO SWALE . . . . . . . . . . . . • . . • . • . . . . . . . . • . • • .
cur OR FILL SLOPE UNES. . • . . . . • . . . . • . . . . . . . • • • . •
A. C. REMOVAL. . . • • . • . • • . . . • . . . . • . . . . . • . • • • .
REMOVE A.C. 0/K[ . • . . • . . . . . . . . . • . . . . . . . . • . . . .
REIIOVE EXISTING MED14N CIJRB . . . • . . . • • . . . • . . . . • . . . .
A.C. DIKE TYPE 'A" .•••...•. · · · G-5.
MED14N CURB TYPE 'B-J'. . . . . . . . . G-6•.
MED14N PAVING. . . • • . . . • . . . . • . . . • • . . . • . . . . • . .
CURB Jt GUTTER TYPE t''. . . . . . . . . G-2. . • • • . . • . • •••
SIDEWALK ••....•....•.... G-1 ....•....•.....
S4W cur. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
A.C. OVERLAY. . • . . . . • . . . . . . . . . • • . . • • . . . • . . . .
AGGR£G4TE BASE .........•...•....•....•....•
A.C. PAVING • . •.•...••...•.••••••••••••••••
GR/NO EXIST. Slll!P/NG. . • . • • • • • • . • • • • • • • • • • • • . • • • •
SlllEET STRIPING. . . • . . . • • • . . . • . . • • . . . . • . . • . • •
ADJUST EXIST/NG VALVES, ETC. TO GRAOE: . . . . • . . . • . . . • • . • • •
RELOCATE SIGNS · · • · • • • • · • · · · · • · · · · • • · • • • · · · • •
BIKE I.AA'£ STEf/CIL · • , , • • • , • • • • • • , • • • • • ,. • • • • • • • •
EXIST/NG SIGN · · · · · · · · • • · · · • · · · · • · · · · • · · · · • ·
PROPOSED SIGN · • · · • • · • • • · · · • · · · · • • · · · • · · · · • ·
• AS MOO/RED BY THE CITY STANDARDS
--1:l
--I ---
--. . . . . · ..
T
T
QUANTITY
15290 SF
1300 SF
530 LF
30 LF
215 LF
290 LF
2335 SF
620 LF
1700 SF
530 LF
1140 SF
6180 SF
5130 SF
950 LF
950 LF
4 EA
3 EA
2 EA
ADELPHIA COMMUN/CA 7/0NS (160)438-7741
COX COMMUN/CA llONS {760)806-9809
CITY OF CARLSBAD (STREETS & STORM DRAIN) (160)434-2980
24. ALL AREAS SHALL 8£ GRADED TO ORAIN.GRAOING RESUL lTNG IN THE PONO/NG OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A
MINIMUM ON£ PERCENT SLOP£
BENCHMARK:
~ CITY OF CARLSBAD I SHEET I 1-----,1----t-----------------t---t---t---t-----J l_J_j ENGINEERING DEPARTMENT 13
1----+---+-----------------t-----t---+---i----;
'CITY OF CARLSBAD (S£11£f/, WATER & RECLAIMED WA lER) (160)438-2722
'SAN 0/EGU/TO WATER DISTRICT r---------------,--------------------1 'illJCAOIA COUNTY WATER DISTRICT
'VALLECITOS WATER 0/Slll!CT 0 'OL!VENHAIN WATER DISTRICT
•BUENA SAN/TA lTON D!Slll/CT
DESIGNED BY: ~S=.K.~-DATE: JULY 2006
DRAWN BY: B.a. C.F. SCALE: /JS SHOWN
PROJECT MGR.· T.LG. JOB NO.: 06-1163 'AS APPROPRIATE -----::---::--c:-;---:c--.,-;--c--c::----;-,~--.-=--
NOTf/! C O N 1--c----------------1 P.E.
"AS-BUILT "
EXP, ___ _ DATE
ELECTRONIC DATA RL£S ARE FOR REFERENCE 2710 Loker Avenue Wes\ Civil Engineering ENGINE,d_ERZF W RK:d.. 1--------------------1 ONLY ANO AR£ NOT Tr) B£ USED FOR HORIZONTAL Suite 100 Planning REVIEWED BY:
OR VERTICAL SURVEY CONTROL Carlsbad. California 92D1 O Processing
76D-931-770D Surveying DATE:Z·Z~•b7 __________ _
Fax: 760-931-8680 ~THOMAS-~~L---="GU=1N=N~-----RC_E_: ----:690=-c1-=-7 INSPECTOR DATE 2006 O'Da Consultants Inc.
DESCRIPTION:
LOCATION:
2.5' BRASS DISK
MARKED CLSB-109, LS. 6215
SOUTH S/0£ CANNON RO. 0.2 Ml. WEST OF
EL CAMINO REAL 3 FEET FROM CURB SET
IN ORA/NAG£ BOX INLET
RECORD FROM: ROS 17271
ELEVATION:
DATUM:
26.135 MSL.
NGVO 29
,
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
OATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
IIIPHOV£1J£NT Pl.ANS FOR:
WIDENING OF EL CAMINO REAL
TITLE SHEET & NOTES
APPROVED ~.,. 0 ). (l.cG 44/JIJ ~:,,p t.ho/t>, DAVID A. HAUSER 'J 3°,-2. y7
RCE 33081 EXPIRES 6-30-08 CITY ENGINEER DATE
DWN BY:-~-
CHKD BY: GvP
RVWD BY:
PROJECT NO.
MS 04-18
DRAWING NO.
440-98
I: 061163\0663EI01.0WG Feb 22, 2007 1:04pm
Xrefs: 0663bl CMWD
g'
STAMPED CONRETE PA WNG TO
/,!A TCH COLOR & PATTERN OF
,,--EXISTING MEDIAN
g' 1/2" EXPANSION
JT. AT BACK OF
ALL CURBS ---',---._ ,---,---6"x6"-/0/IO W.W.M. THROUGHOUT
8" TYPE 'B-3' CURB PER
'G-6' MODIFIED 8 Y CARLSBAD
STANDARD DRAW!NG GS-18
----
. . ~:-~-~ '+ I. --
DOWEL OR ~D~l:;;S 7 --
REQUIRED BY CITY
.,; . . •,;;. ----;:;-. ,
---
------
REMOVE EXIST. AC AND REPLACE W!TH
STAMPED CONCRETE OVER CLASS II
SUB-BASE COMPACTED PER SOILS
REPORT {95% COMPACTlON}
REMOVE BASE AND PR0/10£ PLANTING
SOIL PER LANDSCAPE MANUAL {IN
PLANTER AREAS) "Ill"_ TOP OF CURB £LEVA 170N
DETAIL ~, = PAVEMENT ELEVATlON +0.67'
NO SCALE
fMfl 'ifl#l l.AN!JSCAP( IIANI.IAl NOlfS:
OA-J. 4 .... MEDIAN CONCRETE
DA-J.4-3. PRIOR TO INSTALLATlON A IO'X/0' SQ. SAMPLE SHALL 8£
PR0/10£0 AT TH£ JOB SITE. THIS SAMPLE SHALL 8£ APPROVED BY THE CITY PRIOR TO INSTALLATION
OF MEDIAN CONCRETE.
D-J.4-3 ... CONCRETE SHALL BE MIN/MU/,! OF 560-C-3250 W!TH 6X6-IO/IO W£LOED W!RE MESH
THROUGHOUT
OA-J.5 •••• SOIL COMPACTION
DA-J.5-1 .• FINISH GRAD£ SHALL 8£ 2 IN BELOW TH£ CONCRETE SURFACE OF THE MEDIAN
OA-J.5-2. SOIL SHALL 8£ SUITABLE FOR PLANT GROWTH AND FR££ OF HARMFUL SUBSTANCES OR
W£ST
R/W
DELETERIOUS MATERIALS.
38'
76'
I J.8'
I
EAST
R,/W
if: I 10'
'
EXISTING RA/SEO
10' CENTER MEDIAN
4.5' 5.5'
EXISTING PAVEMENT
AND BAS£
2%
2% --2% -----
5' WALKWAY L------------------------
EXISTING
TYPE 'G' CURB & GUTTER
EXIST/NC CBES'J'VJH DB/VE
NO SCALE
NOTE.·
FOR CONSTRUCTION JOINTS BEJWEEN POURS INSTALL
OOW£LS AT 36" ON CENTER (MIN. (2) PER JOINT)
' :J-F ,. ''tt --
,,, I~ I~,'
~
2%
-
I
'
I~-
CONCRETE PA WNG, 5££ PLAN FOR FINISH
1/4' TOOLED RADIUS ALL EDGES
EXPANSION JOINT -
LOCATE MAX. 20' 0. C
NO. 3 STEEL DOWEL /8" O.C AT
EXPANSION JOINT AND COLO JOINTS
6"x6' -10/10 Wlfflf 5' WIDE OR
GREATER CENTERED IN CONCRETE
SLAB-DISCON TINU£ AT EXPANSION
JOINTS 1/2' TAR IMPREGNATED FELT
EXPANSION JOINT MATERIAL EXTENDS
THROUGH CONCRETE
CLASS II SUB-BAS£ COMPACTED----·-
PER SOILS REPORT
REMEDIAL GRADING__.--..,."~-¥'
EXCAVATE & RECOMPACT
PER SOILS REPORT
~I
o· 30' 120'
SEE SHEET 9 lHRl/ 13 FOR MEO/AN
r LANOSCAPE/IRRICA llON PL/4/JS 1 1 1 r 1
\COLO PLANE
\ & OVERLAY
2' M!,
15· 60'
SCALE: 1. = 60'
. -----.
----. ~--.. - -.
------------1-1 -~ -=====•"'===c'-·-c·~ ='=----===--'='--_}_
3568 • I
KEY HAP I,ECEND
BOUNDARY ••.••...••...•..•....
EXISTING WA TERMAIN • • • • • • • • . • • • • • • •
EXISTlNG FIRE H'fDRANT ASSEMBLY • • • . . . . • • .
EXISTlNG STREET LIGHT. . . . . . . . . . . . . . .
EXISTING FUEL MAIN • • • • . . • . . . . . • . . . •
EXISTING GAS MAIN . . • . . . . . . • . . . . . • .
SOUTH
R/l'I
---W-
IT---
----n
---F-
- ----6A.S---
KEY HAP
SCALE· !" = 60'
VARIES
PROPOSED ROAD W!OENING
10' MIN.
4.5' 5.5'
MIN.
2%
53'
VARIES
EXISTlNG
PAVEMENT\
AND BAS£. )
EXIST. DIKE TO 9' 9'
BE REMOVED /
I
I/ I ,I
I/ I /
' I I I I ii I
I I I I I' I I
--
' I I I I ' I
/ I I
'
' I I I I /1, I
I I / I I I I
I Ii/ !
SHEET INDEX
I
2
3
4
5
6
7-8
9-13
63'
45'
PROPOSED RAISED
CENTER MEDIAN
TO MATCH CITY
NOTES & LEGEND
KEY MAP, SECTlONS & DETAILS
STREET IMPROVEMENT PLANS
MEDIAN IMPROVEMENT PLANS
GRADING PLANS
SIGNING AND STRIPING PLANS
EROSION CONTROL PLANS
MEDIAN LANDSCAPE/IRRIGATION PLANS
ORA lf7NG No. 377-38
EXISTING
ELEVATlONS _/ -----------------
---··--------
EX. AC PVMT.
2' MIN. ".___ SE£ DETAIL '.4 '
HEREON
4" CLASS II SUB-BAS£
COMPACT PER SOIL
OVERLAY OETAJI,
"A.C 01£R;, ,._
6' A.8. MIN. • ~ ~
"i ~
SE£ 01£RLAY
DETAIL TO LEFT
T.!.= 9.0
NQmt
ELECTRONIC DA TA FILES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR HORIZONTAL
OR VERTICAL SURl£Y CONTROL
2006 O'Da Consultants Inc.
1.0' 1.0' 1/2" MIN. ENGINEER's RECOMMENDA TIO.NS
(95% COMPACTION)
MEDIAN PA VENENT
BEJNFOBCED EXPANSION IOJNT
ll1!JE;.
-LOCATE 2• DEEP x 1/4" RAD. SCORE CONTROL JOINTS AS
/NO/CA TED ON PLANS (MAX 8' 0. C)
NOT TO SCALE
2710 Loker Avenue West
Suite 100
Carlsbad, California 9201 O
760-931 -7700
Fox: 760-931-8680
Civil Engineering
Planning
Processing
Surveying
-CONCRETE SHALL BE MIN 2500 P.S.I. @ 28 DA Y.S; FOR
NON-VEHICULAR PA WNG
-VERIFY REQUIRED REINFORCEMENT ANO BASE W!TH SOILS
ENGINEER PRIOR TO CONSTRUCTlON
DESIGNED BY: ~S.K=•--DATE: JULY 2006 "AS-BUILT "
DRAWN BY: 8.8 .• C.F'. SCALE: /§, SHOWN
PROJECT MGR.· T.LG. JOB NO.: 06-1163
1-----------------1 P.E. EXP, ___ _
ENGINELVO~
DATE:Z • 2.2-07
REVIEWED BY:
THOMAS L GUINN RCE: 69017 INSPECTOR
DATE
DATE
NO SCALE
BENCHMARK:
DESCRIPTION: 2.5" BRASS DISK
MARKED CLSB-109, LS. 6215
LOCATION: SOUTH SID£ CANNON RD. 0.2 Ml. WEST OF
EL CAMINO REAL. 3 FEET FROM CURB SET
IN DRAINAGE BOX INLET
RECORD FROM: ROS 17271
ELEVATION:
DATUM:
26.135 MSL.
NGVD 29
"'
El CAJIIJNO REAL
NO SCALE
'ACTUAL STRUCTURAL SECTlON TO 8£ DETERMINED
AFTER R-VALUE TEST AR£ CONDUCTED. SE£ STREET
NOTE No. I.
~ CITY OF CARLSBAD I SHEET I 1------t--+----------------+---+-----+---t-----1 ~ ENGINEERING DEPARTMENT 13
1----1----+-----------------+---+----+---+----I
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
!IIPROVEll£NT PLANS F09:
JIIIOENING OF EL CAMINO REAL
TITLE SHEET &-NOTES
APPROVED r, . J
'II~ /ixp~/2.1/tJ"} DAVID A. HAUSER ~ $/ l./07
RCE 33081 EXPIRES 6-30-08 CITY ENGINEER DATE
OWN BY: __ _
CHKD BY: GvP
RVWD BY:
PROJECT NO.
MS 04-18
I DRAWING NO.
440-98
I: 061163 06638102.dwg Feb 22, 2007 1:04pm
Xrefs: 066381; 06637utl; 0663omop; 0663ostr CMWO
l
1
I
462
EXISTING EASEMENT TABLE
~ PURPOSE OWNER
1 PUBLIC UT/Lil/ES SOCH
UT/Lil/ES &-ACCESS PRIVATE
4 PUBLIC STREET COUNTY OF SO
5 PUBLIC UT/UT/ES
NQml
ELEC TRON/C DA TA FILES ARE FOR REf'fRENCE
ON/ Y AND ARE NOT TO BE USED FOR HORIZONTAL
OR VERT/CAL S/JRl£Y CC¥-ITROI.
2006 O'Da Consultants Inc.
r
SOC&-E
DOCUMENT
BK -18.JO. PG 219 O.R.
BK Nil PG 209 0.R.
BK 419. PC J,ff O.R.
BK 2988, PC 450 OR.
a· 10· 40'
5 20
SCALE: 1" = 40'
2710 Loker Avenue West
Suite 100
Corlsbod, California 92010
760-931 -7700
Fox: 760-931-8680
80'
46 1
REC. DATE
4-22-1953
12-24-1958
J-10-1936
1-4-196J
EXIST/NC
A.C DIKE
Civil Engineering
Plonning
Processing
Surveying
fJ 'EN RL '£
460 459 458 457 456 455 454 CURB DATA
LENGTH REMARKS
4.11' 6' TYPE •c• CURB &-CUTTER
1:, = 08'58'29" 1941.00' J04.91 • •
J CAll1Kl{I N 68'5,f'/5" W 215.12' A.C DIKE
YOU ARE EXCA VA l/NG IN THE
V!C/NITY OF HIGH PRESSURE
GAS &-FUEL LINES CENTERLINE DATA
EXIST/NC
A.C DIKE 0 DUTA BEARING RADIUS LENGTH
1 N 60'24'52" W #9.J6'
2 t, Jf'4J'J2" 2000.00 1101.43
-f-------., __ -
-3 -
--1-E£j7:f~'-1$t::::7;.::.~:E;!!_*:_:T. I~~--/"'R/7/JRE 12•
1-_ _-:_-" ·.fl!_El.J/!t.£--L_~HC, MOP/1;' il'AlFRLINE
-1---1 ------. -IJJ-5 I -----+-------= r - --- -------=1""-----w---' ' 1 -------===2:A~-=-==--= ---AD-'JST TO GRADE ----i ---~/IL-__ "' , E»sr e· / E»sr. e· lli4 -_ __,, ----
~
{f"RS 682-=?:--f-._ ---== F -:--=--
P.P.
EXIST/NCO~RH~DflETR~---
L/NE TO BE UNDERCROUNDED
IN FUTURE PER AGREEMENT
BETM:EN OE~LOPER ANO CITY
I
r -r _;✓'---_ P,P. F
LOT 4
PLAN: £L CANINO REAL
DESIGNED BY: _5.1~(.-DATE: JULY 2006 "AS-BUILT H
DRAWN BY: B.B., C,f, SCALE: 1"-40'
PROJECT MGR.· t LG. JOB NO.: 08--1183
t------------------1 P.E. EXP. ___ _
REVIEWED BY:
DATE:2·Z2-0'7
1IIOIIAS L GUINN RCE: 118017 INSPECTOR
-----------
SCALE
HORIZ· ~ 1"=40'
DATE
"~(fESS10At1,
~ '( ~~SL~~ '-" '1t. -~ NO. 69017 ~
"" "' * EXP. 6/YJ/'18 *
DATE
~ C!V\\.. ~,"':-. err, OF CAI.I~
~ ~--~ ,_, ~ 8/lfJ ~RLIM~ E»sr. 20" ::ROH(; JJJ~INE + -::---:=-;z-----=::_..=_ --_
-t--1/L--I --~-
/ P.P. -""';~~~'Hl;.ai \ -----w-~ G, . r r · · T& -_ ~ ,.,... -w~---_ -,is_ ·
~ / / -F r ~ :--~-~✓---
F I I ---
--"11 I I I "-"i'±H--t-/ - -r--_ __, NOT£ ~ J I -~ I .F
1 : ~ I 1 ,H. t F -t-----..ec:__ GENERAL ALIGNMENT OF 10· &-16" HIGH PRESSURE REFINED
Lq/T 7// ;,;:¼-;:' ~, 2 ,,'j ,i ~~, _ -~;::...---_111 1
1
11 • • • f7J[l_ LIN£ PIPELINES, INC ORAIIINC No. '5 LINE SECT/ON 122, ANO LINE SECT/ON
.Ji <5~<:< ,~ J -~ 126. EXACT LOCAT/ON MAY ONLY BE DETERMINED BY POTHOI.INC.
"',-., 1 1 , I I I CONTACT MR. OA V!D SCHLUER AT (114) 560-4969 111TH ANY
/ j ~ ~Jl I /I i t I / (:::5 / / i QUEST/ONS ANO REFERENCE FILE /91-256. CONTRACTOR MUST
/.,; ij!;;~!<., 1 1 1 1 1 CONTACT MR. DALE THURMAN OF KINDER MORGAN ENERGY PARTNERS. ~ ~~Oc~ I I V i / i i i LP. '5 MISSION VALLEY TERMINAL. AT (619} 283-6511, AT /£AST -18 ~ ~s;, ~ · ' ' HOURS PRIOR TO ANY CONSTRUCT/ON ACT/V!TY IN THE V!CINITY OF
Cl"l~ /ii;/ THESE PIPELINES.
r---r
BENCHMARK:
~ CITY OF CARLSBAD I SHEET I l-----+--+-----------------1---+---l-----+---l ~ ENGINEERING DEPARTMENT 13
l----l----+-----------------1-----+---+---+----+
DESCRIPTION: 2.5" BRASS DISK
MARKED CLSB-109, L.S. 6215
LOCATION: SO/JTH SIDE CANNON RO 0.2 Ml. WEST OF
£L CAMINO REAL. J FEET FROM CURB SET
IN ORA/NACE BOX INLET
RECORD FROM: ROS 11211
ELEVATION: 26. IJ5 MS/..
DATE INITIAL
DATUM: NCl,f) 29 ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
IIIPIIOVDIDIT PLANS FOIi:
W/0£N/NG OF EL CAMINO REAL
STA: 45,+87.69 TO STA: ,60+25.62
C/: ./;-, DAVID A. HAUSER (~) l/1/'n
EXPIRES 6-30-08 CITY ENGINEER DATE
DWN BY: __ _
CHKD BY· GvP
RVWD BY:
PROJECT NO. I DRAWING NO.
MS 04-18 440-98 ~-------~
I; 061163 0663bi03.dwg Feb 22, 2007 1:02pm CMWD Xrefs: 066381; 0663APRO; 0663ostr; 06637utl; 0663omop
083007
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462 46 J 460 459 458 451 456 455 454
EXISTING EASEMENT TABLE MEDIAN DATA
PURPOSE OWNER DOCUMENT REC. DATE
1 PUBLIC Ul/l/11£S SOC&£ BK 4830 PG 219 D.R. 4-22-1953
2 Ul7Lll7£S & ACCESS PRIVATE BK 741 J, PG 209 O.R. 12-24-1958
4 PUBLIC STREET COUNTY OF SO BK 479 PG 341 O.R. 3-10-1936
5 PUBLIC Ul7Lll7£S SOC&£ BK 2988, PG 450 D.R. 1-4-1963
-
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DELTA/BEARING RADIUS LENGTH
N 6J'58tJ6" W
b. = OJVOtJ2'
t, = 181'46'07"
t, = OJV0'02"
N 6415'/8" W
2009.00'
9.00'
1991.00'
25.64'
/05.21
28.56'
104.27
25.00'
DESCRIPTION
8" MEO/AN CURB TYPE '8 3' PER G 6
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8" G-5 AC BERM (TYPE BJ
8" /JED/AN CURB TYPE '8-3' PER G-6
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•
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SCALE: 1" = 40'
NOTE!!
ELECTRONIC DA TA FllES AR£ FOR REFERENCE
ONLY ANO AR£ NOT TO BE USEO FOR HORIZONTAL
OR VERl/CAL SURVEY CONTROL
2006 O'Dov Consultants. Inc.
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YOU ARE £XCA VA llNC IN THE
VICINITY OF H!CH PRESSURE
CAS &: FUEL LINES
C .0 N S U L T A'N T S
2710 Loker Avenue West
Suite 100
Carlsbad, California 9201 0
760-931-7700
Fax: 760-931-8680
Civil Enqineering
Planning
Processing
Surveying
£XISllNG OVERHEAD ELECTRIC LIN£
TO BE UNDERGROUNDED IN FU1VR£
PER AGREE/JENT BETWEEN DEVELOPER
AND CITY
DESIGNED BY: _S-,K_. __
DRAWN BY: B.B.. C.F.
PROJECT MGR.· T.LG,
DATE• JULY 2006
SCALE: ,S SHOWN
JOB NO.: 06-1163
I
"AS-BUILT
>------------~-------, P.E. EXP. ___ _ ENGINE:a?/4!.
DATE:,2 ·22-(Jl
REVIEWED BY:
lHOMAS L GUINN RCE: 69017 INSPECTOR
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, 1
1
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I I I I CONTACT /JR. DAL£ THUR/JAN OF KINDER MORGAN ENERGY PARTNERS,
I , ;, 1 / / ' / : ; LP. 'S MISSION VALLEY TERMINAL, AT (619) 283-6511, AT LEAST 48
PLAN: £L CAMINO REAL
HOURS PRIOR TO ANY CONSTRUCllON AClll//TY IN TH£ 1//CINITY OF
THESE PIPELINES.
DATE
DATE
SCALE
HOR/Z ~ 1"=40'
BENCHMARK:
DESCRIPTION: 2.5" BRASS DISK
MARKED CLSB-109, LS. 6215
LOCATION: SOUTH SID£ CANNON RD. 0.2 /JI. WEST OF
El CAMINO REAL 3 FEET FROM CURB SET
IN DRAINAGE BOX INLET
RECORD FROM: ROS 17271
ELEVATION:
DATUM:
26.135 MSL.
NGVD 29
I SH4EET \ CITY OF CARl.SBAD 1---+----+------------------i------i---i------i----i ENGINEERING DEPARTMENT
f----f-----+-----------------t---+---t----t----t
I,\
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INlTIAL
OTHER APPROVAL CIT( APPROVAL
JJEO/AN !'WIS FOR:
WIDENING or EL CAMINO REAL
STA: 455+53.34 TO STA: 458+14.15
APPROVED --. ~ ~ /c,_ ) /
-A 1/4 7'iP<,./1,,/o,,DAVID A. HAUSER'-".,.. o~¥67
RCE 33081 EXPIRES 6-30-08 CITY ENGINEER DATE
DWN BY: --=--I PROJECT NO. I DRAWING NO.
~~~'.lw~Kg~B~~~:=&Jf'=~~-M._S_0_4_-_18 ___ 440-98
l:\061163\0563bl04.0WG Feb 22, 2007 1;02pm CMWO __ -__ _ Xrefs: 066381; 0663oslr; 066.::SAPRO; 0663amop; 066.37utl
NQlf/l
ELECTRONIC DATA ALES ARE FOR REFERENCE
CY-IL y AND ARE NOT ro 8£ USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROl
2006 O'Da Consultants Inc.
EXISTING EASEMENT TABLE
PURPOSE OWNER DOCUMENT
I PUBLIC UTILITIES SDGM BK 48JO. PG 219 O.R.
UTILITIES .t ACCESS PRIVATE BK 7413. PG 209 O.R.
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PUBLIC STR£ET COUNTY OF SD BK 41!, PG 341 O.R.
PUBLIC UTILITIES BK 2988, PG ~ O.R.
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1 i or 1 ;J r ---\-1-"./ \t ~., ~1 \ \ \ j ' I ,, / ~<P , .. 1 ~ ! / i / 126. £xAcT LOCATION 11AY ONLY 8£ DETER111Nm eY PoTHa1Nc. _ , \ I / f \ \ ~ \ , ~ '1 71,, / !:,._; I ~ ,' / ,' CONTACT IIR. OA V/D SCHLUER AT {7U} 560-4969 MTH ANY , '-/ l /I ~ ri:":: {)IJESTIONS ANO REFERENCE AL£ /97-256. CONTRACTOR A/UST /I ) I I I J J 'P' ': ' ~ ~ Ii i '--..) -' I~ i i I r; CONTACT IIR. OALE THURMAN OF KINDER IIORCAN ENERGY PARTNERS. l : I ' LOT.1 ~ lh' ' I 1 1 { / / LP. '.511/SSION VALLEY TERII/NAL, AT (619) 283-6511, AT LEAST 48
' I I / ' HOURS PRIOR TO ANY CONSTRUCTION ACTl'ATY IN THE 'AC/NITY OF --',. I i>-u -II ,/ THESE PIPELINES. '------------------------'
PLAN: EL CAMINO REAL
SCALE
· HOR/Z· N 1'=40'
REC . DATE
4-22-1953
12-24-/958
0' 10' 40'
5 20
SCAU:: 1 " = 40'
BO'
BENCHMARK: ~ CITY OF CARLSBAD I S1HE3ET I t----t-----+----------------f-----+---+---+----1 ~ ENGINEERING DEPARTMENT
t----t-----+----------------f-----+---+---+----1
"AS -BUILT "
C~~T
DESIGNED BY: S,~ DATE: JULY 2006
DRAWN BY: B,B., C.E, SCALE: 1•-40•
PROJECT MGR.· 1LG. JOB NO.: ®=1163 s P.E. EXP. DATE
2710 Loker Avenue West Civil Engineering ENGINEER OF WO/ L Suite 100 Planning ~-REVIEWED BY:
Carlsbad, California 92010 Processing
760-931-7700 Surveying DATE:2• 2207
Fax: 760-931-8680 THOMAS L GtN RCE: 1111017 INSPECTOR DATE
-----------~ -
'?~tf E SS IO~
/:::;,(i,.,/,,$--S l ~ ~
"' 2" '½:---;z; ~ NO. 69017 !;J
* EXP. 6/YJIOIJ *
J'~ C,V\\.. ~~
'1tr or CAll~IJ"_)'
DESCRIPTION: 25" BRASS DISK
IIARKED CLSB-109, L.S. 6215
LOCATION: SOUTH SIDE CANNON RO. 0.2 Ill. l+f'ST OF
EL CAIi/NO REAL 3 FEET FRO/I CURB SET
IN ORA/NAG£ BOX INLET
RECORD FROM: ROS 17271
ELEVATION:
DATUM:
26. 135 /ISL.
NGW 29
DATE INITIAL
ENGINEER OF WORI< REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
WIDENING OF El CAMINO REAL
'----
" c, 11 DAVID A. HAUSER (r.,-_) ;/Jo--,
EXPIRES 6-30-08 CITY ENGINEER DATE
DWN BY:-~-
CHKD BY: GvP
RVWD BY:
PROJECT NO.
MS 04-18
I DRAWING NO.
440-98
I: \061163\0663!3m5.dwg Feb 22, 2007 12: 59pm ro,JW'D
Xrefs: 066381; 0663APRO; 0663<Jstr; 066J7utl; 0663<imop; 0663TOPO; 066Jplon; 0663AG'4t:fl'l "~
083007
II
o' 10· 40'
5 20
SCALE: 1" = 40'
NOTE!!
ELECTRONIC DA TA FILES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR HORIZONTAL
OR VERTICAL SURVEY CONmOL
2006 O'Dav Consultants. Inc.
80'
""~ ~ oc ,___ il"
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~ ~ (;; £XIS llNG ~ ;,,: i';/ R260/lr81 ~ EX!SllNG DIKE TO ~ 1:!i;:;: GR/NO EX!SllNG iJIKE LANE"
1------341' TRANSlllON --------------------;;-:;;-;;;----\--R.:_:'E,::U::..:'11,::,:W ____ c,s ~ STENCIL ANO ADJUST AS
TO EX!SllNG R.O.W.-----,._ NECESSARY-----.
C O N S U L T YN T S
2710 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fax: 760 931 8680
Civil Engineering
Planning
Processing
Surveying
DESIGNED BY: ~S=.K~. -~ DATE: JULY 2006
DRAWN BY: 8.8., C.F. SCALE: >S SHOWN
PROJECT MGR: T.LG. JOB NO.: 06-1163
1-------------------1 P.E.
PLAN: EL CAMINO REAL
SCALE
HORIZ-~ 1 "=40'
"AS-BUILT "
EXP, ___ _ DATE
REVIEWED BY:
DATE:Z•Z2-0:,
THOUAS L GUINN RCE: 69017 INSPECTOR DATE
BENCHMARK:
DESCRIPTION: 2.5' BRASS DISK
MARKED CLSB-109, LS. 6215
LOCATION: SOUTH SIDE CANNON RO. 0.2 Ml. 1/FST OF
EL CAMINO REAL. 3 FEET FROM CURB SET
IN DRAINAGE BOX INLET
RECORD FROM: 'ROS 17271
ELEVATION:
DATUM:
26.135 MSL.
NGVD 29
CITY OF CARLSBAD
STANDARD NOTES FOR SIGNING AND STRIPING PLANS
1. llfE CONTRACTOR IS RESPONSIBLE FOR INSTALLA 170N OF ALL SIGNING ANO STRIPING.
2 ALL SIGNING, STRIPING AND PA VEME:NT MARKINGS SHALL CONFORM TO THE FEDERAL HIGHWAY AOMINISTRA 170N (FHWA) MANUAL ON
UNIFORM TRAmC CONTROL DEVICES {MUTCD) 2003 ED/170N AS AMENDED BY llfE MUTCO 2003 CALIFORNIA SUPPLEMENT, llfE
CA/TRANS STANDARD SPECIFICAllONS (2006 OR THE LATEST VERSION llfEREOF), llfESE PLANS AND llfE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF llfE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA 171/£, PRIOR TO
INSTALLA 1/0N.
4. ANY DEVIA170N FROM THESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED BY llfE ENGINEER OF WORK AND PUBLIC WORKS
DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL STRIPING SHALL BE REA.ECllVE PER CAL TRANS SPECIF/CA 1/0NS. STRIPING SHALL BE REPAINTED nro !1£EKS AFTER THE
IN/17AL PAINllNG.
6. ALL S/GNAGE SHALL BE REA.ECllVE PER CA/TRANS SPECIFICAllONS AND SHALL USE ENCAPSULATED LENS REFLEC17VE SHEE1/NG
(HIGH INTENSITY OR EQUAL).
7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE
CONSTRUCllON PROJECT WILL BE RESTORED TO A "LIKE NEW" COND/170N, IN A MANNER MEE1/NG THE APPROVAL OF THE CITY
INSPECTOR.
8. EXACT LOCAllON OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS
REPRESENTA 1/VE PRIOR TO INSTALLA 1/0N.
9. CONTRACTOR SHALL REMOVE ALL CONFLIC1/NG PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL
BE PROMPll Y REMOVED BY llfE CONTRACTOR.
10. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS STENCILS.
II. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCA TEO. CROSSWALKS SHALL HA VE 10' INSIDE DIMENSION UNLESS OllfERWISE
SPECIFIED.
12 ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS ANO PAVEMENT LEGENDS SHALL BE THERMOPLAS1/C UNLESS
0 THERWISE SPECIFIED.
13. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO llfE MUTCO 2003 ED/170N AS AMENDED BY THE 2003 CALIFORNIA
SUPPLEMENT ANO llfE SAN DIEGO REGIONAL STANDARD DRAWING M-19.
14. ALL MEO/AN NOSES AND A.ARES SHALL BE PAINTED 'rELLOl'I.
15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE MUTCD 2003 ED/170N AS AMENDED BY THE 2003 CALIFORNIA
SUPPLEMENT UNLESS OTHERWISE SPECIFIED.
16. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TIJBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING
M-45.
17. /WIEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNllNG
BRACKET Wlllf STRAPS.
18. EXIS1/NG SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY llfE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC
WORKS YARD AT 405 OAK A VENUE
19. ALL SIGNS SHOWN ON llfESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS
SPECIF/CALLY SHOWN AS EX!SllNG TO BE RELOCA TEO OR TO REMAIN.
20. (IF NECESSAR'r) WrfERE R4-7 SIGN AND OMl-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE
R4-7 SIGN SHALL BE 1B"X24" AND llfE 0.111-3 OBJECT MARKER SHALL BE 12"X12~
CONSTRUCT/ON NOTES
GR/NO EXIS1/NG STRIPING
INSTALl 2-DOUBLE YELLOW MEDIAN ISLAND STRIPE !17111
PAVEMENT MARKERS PER CA/TRANS DETAIL 29.
INSTALL 4• BROKEN Wli/TE LANE LINE Wlllf
PAVEMENT MARKERS PER CA/TRANS DETAILS 12.
INSTALl 6' SOLID /WI/TE BIKE LANE LINE
PER CAL TRANS DETAIL 39.
INSTALL 6' BROKEN WlilTE BIKE LANE LINE
PER CAL TRANS DETAIL 39A. (200')
~ CITY OF CARLSBAD I SHEET I I---!--+---------------+--+---+--+--LJ:L_j ENGINEERING DEPARTMENT 13
1---+----4-----------------1----+--+---+---/ II PHO VEJJ£ NT PLANS FOIi:
WIDENING OF EL CAMINO REAL SIGNING ANO STRIPING PLANS
1-----t--+-----------------1---+---+--+-'---l =~~ii°w t./:Ji>/~7-T DAVID A. ~HAUSER{ni,) 9/4,_/ 87 .
RCE 33081 EXPIRES 6-30-08 CITY ENGINEER DATE
I,\
OATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
DWN BY: __ _
CHKD BY· G\JP
RVWD BY:
1:\051153\06638106.DWG Feb 22, 2007 12:58pm
Xrefs: 066.381; 0663ostr; 0663agrd; 066.3amap
PROJECT NO. DRAWING NO.
MS 04-18 440-98
CMWO __ -__ _
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RACHEL MULLIN AT 858-864-8196.
2. EQUIPMENT AND WORKERS POR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIAL$ $HALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO PACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. 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. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY,
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINPALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 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 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. THREE 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 FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION 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 IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDEO AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
C.
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
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 PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3, IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
HYOROSEEDING 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. 3 lbs. PER ACRE OF E SCHOOL CIA CAUFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF OIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS 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 ORY EITHER BY DRILL/NG OR
BROADCASTING BEFORE HYDROSEEOING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYOROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
E.
1. ROUGHENING TH£ 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 BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING TH£ SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROS£EDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
50'MIN.
8" MIN.
PRQRl,E
EXIST'MU
l H YD
14'MIN.
i!JB!J
PROVIDE APPROPRIA
BETWEEN STABILIZE
ENTRANCE AND PUBLIC
WAY
ABILIZED CONSTRUCTION ENTRANC
.. ANCHORING DETAIL
AGE AREA LESS THAN 1 ACRE
STRAW BALE DIKE
WIRE OR NYLON
BOUND BALES
PLACED ON THE
CONTOUR
1. SET POSTS ANO EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS.
----__...---:;::;--/ _,.,.--1/"
~ ,,-aTi~
_,11=1 =II =,;:::::::s'""'-4 IN (10 CM'' ~~ .~, '="'~ ., =ill=' Ll=III~ /
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
SILT FENCE
FILL SLOPE
9 IN (23 CM)
MIN.
2 FT
(0.6 M)
EARTHEN RIDGE
UNLINED SWALE & BERM
I
RUNOFF DROP INLET
WITH GRATE WATER WITH
SEDIMENT
FLOW
BLOCK-SCREEN-GRAVEL SILT BASIN
COMPACTED SOIL
TO PREVENT PIPING
END AND SIDE
OVERLAP AT
CORNERS
FILTERED
WATER
HAY BALE SILT BARRIER
GRAVEL BAGS OVERLAP
ONTO CU,'?8
3 FT (0.9 M) MIN. -------RUNOFF
0
0
0
0
GAP Bffi/EEN BAGS
ACTS AS SPILLWAY
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
LOG CHECK DAM
HAY BALE CHECK DAM
VERTlCAL SPACING
VARIES BETWEEN
8' TO 10'
NO TE: INST, FIBER
ROLL A A LEVEL
CON~
NOT£!!
6 IN (15 CM)
GRAVEL CHECK DAM
SLOP£
VARIES -'/,, '/~
4• MAX
12" MIN
FIBER ROLL
£L£C'fl?ONIC OA TA FILES ARE FOR REFERENCE ONLY
AND AR£ NOT TO B£ USED FOR HORIZONTAL
OR VERTJCAL SURVEY CONTROL
FIBER ROLL
4• /,/IN.
A
LEGEND
DESCRIPTION
GRAVEL BAGS
SILT FENCE
HYDROSEED
SilfflOL
=
-o---10)----
1 .......................... . ..... '"' '"""' """' .. ' ...................... ,, ... ........................ , .. ...................... ,, ... . ....................... , .. ........................... ...........................
OUANTITY
435 EA
550 LF
5,470 SF
NOT[: QUANTITIES SHOWN HEREON AR£ FOR BOND/NC PURPOSES ONLY.
ACTUAL QUANTITIES MAY VARY.
2710 Loker Avenue
Suite 100
Ccrlsbad, California 92008
760-931-7700
Fox: 760-931-8680
Civil Engineering
Planning
Precessing
Surveying
2006 O'Day Consultants, Inc.
DESIGNED BY: SK DATE: JULY 2006
DRAWN BY: a.a. C.F. SCALE: >S SHOWN
PROJECT MGR. ·~K=.H~, __ JOB NO.: 06-1163
THOMAS L GUINN
DATE:2;,Z2-(/7
RCE: 69017
I SH7EET I CITY OF CARLSBAD I S1HE3ET I i----t---+-----------------+----t---+---1------l ENGINEERING DEPARTMENT
l----+---+-----------------+---+----1---1-------l
£HOS/ON CONTHOI. PLAN f'()f(:
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CIT( APPROVAL
OWN BY: __ _
CHKD BY· GVP
RVWD BY:
l:\061163\06638107.DWG Feb 22, 2D07 12:57pm
Xrefs: 066381
PROJECT NO.
MS 04-18
CMWD
I DRAWING NO.
440-98
NQTEJ/
ELECTRONIC DA TA f/LES ARE Fa? REFERENCE
CWL Y ANO ARE NOT TO 8£ I/SEO Fa? HORIZCWTAL
OR '£RT/CAL SURVEY CONTJ?!X
2006 O'Da Consultants Inc.
r
-
461 -~-
459
460 -----+------l -----+--_ __.\---
(,,
El CAMINO HEAL
...,.,,#--+--------~-a --
A
--------
----;-.;;;::.:====!; ~ -" ""'
2710 Loker Avenue West
Suite ioo
Carlsbad, California 920i 0
760-931-7700
Fox: 760-931-8680
Civil Engineering
Planning
Processing
Surveying
" " ..,
""'
I I
I
l \
PLAN: El CAMINO HEAL
PROPOSED SI.OPE
PER om:;. U0-9A
EXISTING GROUND
FUTURE /HOEN/NG R/W
SILT FINCE
Gl'A ITT BAG CHEi DAM
2BAGS HIGH (TrP)
DETAIL ~-A'
NO SCALE
DESIGNED BY: SJ(.
DRAWN BY: 8.8., C.F.
PROJECT MGR.· T,LG,
DATE: JULY 20011
SCALE: 1"-40'
JOB NO.: 06:-1183
"AS-BUILT "
1------------------' P.E. EXP. ___ _ DATE
E~N=G=IN~~'='£=-cOF=W"cOR~K-'-/4.....:.::½ __ •_..::.DAc.cT.:::E::.,]~·J..,'Jo...i)1,L.L7 _R_EV_I-EW-E□_B_Y_: -----
lHOIIAS L GUNN RCE: 88017 INSPECTOR DATE
SCALE
HOR/Z· N 1'=#1'
<,>'is(f E SS Io~
~~/#SL~~
<,:, 2" '¼. -§ NO. 69017 ~
"" ;:o * EXP. 6/YJ/m *
J'~ C,V\\.. ot'°' ,?;-,-
' OF CA\,\~
.,
,,
--/-a ----.. I
I
___, __
-, ------+--..
'
\ ~
l'V
\-_ /r.3/;.~ j -/
I --EXJS_T/N{J I I / -.--r---
DRAINACE COUf?, 1 / # "'"
I I I I
f ~ ~ 1 I 1 I /-1--t 1/1
/ I ~----/ I
I 11 ;::;;: I I i1f-f1~----+------I i..;::: Ill
i: ~"'/ ~i:1 '! J 1.~ -.:.:... I I I 'r I ~ ~1/1
1I ~ f'L.1J1
I I "..5 I ~Ill~ Ii I "'-l /jl/,
-
I
o· 10· 40'
5 20 80'
SCALE: I" = 40'
BENCHMARK:
~ CITY OF CARLSBAD I S1HE3ET I ~=====~====t================================t====:~====t====j====j ~ ENGINEERING DEPARTMENT
DESCRIPTION: 2.5' BRASS DISK
MARKED CLSB-109, LS. 6215
LOCATION: SOUTH SIDE CANNON RO. 0.2 Ml. IIFST OF
EL CAMINO REAL 3 FEET FRON Cl/RB SET
IN ORA/NACE BOX INLET
RECORD FROM: ROS 11271
ELEVATION:
DATUM:
26.135 MS/..
NG',1J 29
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DIOSKJN CONTTfOI. Pl.Ni RJII:
WIOENING OF EL CAMINO REAL
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY: __ _
CHKD BY: GyP
RVWD BY:
I: 06116J 066J8i08.dw9 Feb 22, 2007 12:15pm
Xrefs: 066381; 0663ostr; 0663omap; 066JAGRO; 066JTOPO; 066Jplon
PROJECT NO.
MS 04-18
I DRAWING NO.
440-98
CMWD
083007
INSPECTION PROCEDURES
INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE
ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE
SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND
REQUIRED SUBMITTALS.
FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE
WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY
SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR
A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY
CALLING THE INSPECTION REQUEST LINE.
"FINAL LANDSCAPE CERTIFICATION FORM" -FAX TO: 760-944-8943
LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602
BACKFLOW PREVENTER TEST NOTE:
ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED
TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD
MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW
PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT
BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT:
www. c i. earl sbad. ca.us /pdfdoc.h tm I ?p id= 340
CONTRACTOR REQUIREMENTS:
1. PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S
AGENT SHALL OBTAIN APPROVAL OF A CONSTRUCTION SCHEDULE
AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND
·IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF
FREESTANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH
GRADING OF EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANT
SHALL TAKE PLACE AS GRADING PROGRESSES.
2. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS
SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS
BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS.
3. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE
COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN
30 DAYS AFTER THE IRRIGAITON INSTALLATION FIRST COMMENCES.
APPR8VED IZG~I-~
1'xzilll E~RING PLAN CHECKER
15.7,07
DATE
0 0 c,o ~ :z~ " -< " Zo ,i z, z :'.l" 0 "' E "'"-00 n.;::,z~ 0~
,-.-1E--<-t::l ru •
'" >, <UUJ...,. • E-, (:i:l Ul E-< '" rntc.ii <.5 <,:U
ou0 .....:i u" u~IZ< " <i'.l-.~ •• " -FUTURE POTABLE WATER SYSTEM AND PLANTINGS
FOR MEDIAN LANDSCAPE IMPROVEMENTS AT
..... .
ril~~ ~~<~ ;:,u><o "'~"'" z ..,,.
<<0:Z ...1..:1~~
~l!; '1 0 --"' " < .• u, ... o., 8 ,._
KEY MAP
R.O.W.
, , -.. ·---. . ·--
--::~ . ·-·· --··O--<i!-. --·· ·····-·-
·it,---------·--
reg) 1( j 7 ·-·-. --1-:--:~-.c.:~-.c.--=--,.!c"-'!', ~----1 -~ --w---, /-------
1 y·-, \~ -~ _ __,_' --~_:_~-rl ------/., __ --\ /\ . J\ '"""""--•-, -•-:--·--• ' I --· .. .. f--,,/. __ _
• } , r I r : --; , -i (., __
1/ ~ ' I I II I --' -_,
2ot1.soG&ETR.eet / / I , 1 __ // S:: / , t."lMMING I ! I lU I I ----= I ! -I) i r 150 ft_ Soe&c: EAsEMENT ) ' r ? / / 'l Iii I I f 13
50' o' 50' . 100'
NORTH GRAPHIC SCALE: 1 "=50'
DECLARATION OF RESPONSIBLE IN CHARGE
I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS
PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE,
AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME,
AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
DESIGN.
THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE
APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE
PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING.
BY:
Preparer: CHARLES G. EVANS
FIRM NAME AND ADDRESS:
TELEPHONE NUMBERS:
REGISTRATION NUMBERS:
EXPIRATION DATES:
CARLSBAD MUNICIPAL WATER DISTRICT
DATE:
PLANNING SYSTEMS
1530 FARADAY AVENUE, SUITE 100
CARLSBAD, CA 92009
(760) 931-0780 / (760) 931-5744 (FAX)
LA #3900
12/31/08
"AS BUILT"
,,/4?£6, ~ Z-,,:-07
DATE
RCE___ EXP. ___ _
WILLIAM E. PLUMMER, R.C.E. 28176
REVIEWED BY:
DATE
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SHEET INDEX
sequence # sheet # description
9 L-1 TITLE SHEET
1 0 L-2 IRRIGATION PLAN AND DETAILS
1 1 L-3 IRRIGATION DETAILS & SPECIFICATIONS (/)
12 L-4
13 L-5
NO SCALE
PLANTING PLAN & DETAILS
PLANTING SPECIFICATIONS
VICINITY MAP
CITY Of OCEANSIDE
PACIFIC
OCEAN
--------"-SITE
(Crestview Dr.)
CITY Of ENCINITAS
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LANDSCAPE PLANS:
TITLE
SHEET
APPROVAL SET
DATE
2/19/07
SHEET
L= 1
~ CITY OF CARI.SBAD I SHEETS I
l---+--+---------------+---l---+---1-----j LU ENGINEERING DEPARTMENT 1 3
l-----+---1----------------+---f----+---f-----1
LANDSCAPE PLANS FOR:
MEDIAN LANDSCAPE IMPROVEMENTS
EUCALYPTUS LANE
CRESTVIEW DRIVE
APPROV(:D:
441/1/~
RCE 33081 EXPIRES 6-30-08
,.
DAVID A. HAUSER ';f/L/r,7
CllY ENGINEER DATE
Deputy Civil Engineer, Exp. 3/31/08
APPROVED FOR PLANTING
AND /RR/GA TION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS. DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: ---PROJECT NO. I DRAWING NO.
' ·-·· •· ···-----REVISION DESCRIPTION CHKD BY: GvP MS 04-18 440-9B
,,J~, ·" _JR _____ -.--•·--_ .2'"JA~T~E _ _J:'.EN:G:IN::::EE:R _:'.O:_F _::W:OR:KL ______ :...::._:_:_ ______ .L,oT:HE~R:..'.Af':P:_:R~OV:AL~~CITY::._:A:PP:R'.'.:OV:"-L~_:R::lffl=::D=B::Y::::: ===.:===============:::'.J
NOTIE:
~-------INSTALL SPRINKLER HEAD FLUSH WITH
FINISHED GRADE IN TURF AREAS
i-------POP-UP SPRINKLER HEAD, SPRAY OR ROTOR
SEE LEGEND FOR SPECIFlCATION
,·,··, ... ' .. i,··,,•,.•,·< -~----UNDISTURBED SOIL
~----PRE-ASSEMBLED TRIPLE SWING JOINT,
PVC TYPEt WITH 0-RINGED JOINTS,
MIPT INLE AND MIPT OUTLET
LAY LENGTH TO BE 6" MINIMUM
SIZE AS PER SPRINKLER OUTLET
----SCH 80 PVC SxSxT TEE FITTING
LATERAL x SPRINKLER INLET SIZE
---LATERAL LINE, SEE SPECIFICATIONS
FOR TYPE AND DEPTH REQUIRED
INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS.
INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS.
INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER
LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS.
A POP-UP SPRINKLER
--------FINISHED GRADE IN TURF AREAS
PLASTIC ROUND VALVE BOX WITH BOLT DOWN ~ COVER, USE STAINLESS BOLT NUT AND WASHER. I ' HEAT BRANO "GV" ONTO LIO.
-,--,-1---.c,,I;J,~°'-----FINISHED GRADE IN SHRUB AREAS
8
,, :/;L BALL VALVE WITH UNIONS {SxS)
1\=¥ii!;ni
4"
MIN
---1~-+---..-...\1-------6" PVC CL. 160 PIPE '$,l (IF ADDITIONAL DEPTH I ~1
~1--~---~R1:~c~~~::~Ts
,,f!!c,0 ,.>-1,
··•·~,,,.,'~---ONE CUBIC FOOT ;f,;i~t ~s~" 4~R~t~E~ot~Y~t
•J ·-~" (', ·-~ ,,:;--'•·C'I!
~IRRIGATION MAINLINE
I L-------SCH 80 PVC T.O.E.
SECTION YIEW N.T s. NIPPLE, 6" LONG
BALL VALVE
~------LOW VOLTAGE WIRES, 3 MAXIMUM
~--OUTER CASE OF CONNECTOR
......_....J,--
L
STRIP AND lVIIST WIRES FOR PROPER
CONNECTION
CRIMP COPPER SLEEVE INSTALLED
WITH RECOMMENDED TOOL
CONNECTOR INSERT-------------'
NOTE:
FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY.
C WIRE CONNECTION
PLAN NOTES
1) FOR IRRIGATION DETAILS, SEE SHEET L-3.
2) FOR IRRIGATION SPECIFICATIONS SEE SHEET L-3.
3) FOR MEDIAN CONSTRUCTION PLAN SEE ENGINEERING PLAN,
CITY DWG. NO. 440-98.
R.O.W.
FUTURE WORK SY OTHERS
--
-------
F.OC.
TEE INTO CITY AFFROVED FLANS
/CT-16/A), D~. NO. 331-36),
AT THIS LOCATION.
-·-·-·-------
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FLANS DRAUN SY OTHERS
THE EQUIPMENT AND WORK SHOUN IN51DE Tl-IE DASHED i30X
15 Fi:R CITY APPROVED FLANS, CT 91-16/A), D~. NO. 331-36.
THE IRRIGATION DESCRIBED SY THESE FLANS 15 DESIGNED TO
TEE INTO THE MAINLINE AT THE APPROXIMATE LOCATION SHO:LN.
THE THREE VALVES AND A550CIATED EQUIPMENT OF THESE FLANS
SHALL UTILIZE THE CONTROLLER AND OTHER EQUIPMENT AFFROVED
FOR IN5TALLATION IND~ NO. 331-36. IF FIELD CONDITIONS
DO NOT ALLOW FOR THE U5E OF D~. NO. 331-36 EQUIPMENT,
CONTACT THE LANDSCAPE ARCHITECT OF THESE FLANS FOR DIRECT!
REGARDING AN AL TE!<NATIVE SOURCE POINT AND EQUIPMENT 5CHEDUL .
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EL CAMINO REAL
STUSOUT------1/-
AND WIRE -----I tq; J --------~ 0 "" Q.
FULL i30X
v~./.--···-
·-----------_ R.O.W. ----,'/_✓
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IRRIGATION LEGEND
IRRIGATION HEADS
5YM MAKE MODEL NOZZLE F51 GPM ARC DESCRIPTION
~ RAINB'O 1812-SAM 150 30 0.92 15' 90 12." POP-UP
~ RAINB'O 1812-SAM 15H 30 1.85 15' 180 1,-" POP-UP
El RAINS'D 1402 3"1 "15"1 TRICKLE PATTERN BUBBLER
OTHER WATER EQUIPMENT
5TH MAKE MODEL SIZE DESCRIPTION
°A POINT OF CONNECTION
THE IRRIGATION EG1!.IIFMENT SPECIFIED FOR THIS FLAN FOLLOWS THE 5FECIFICATION FOR
APPROVED IRRIGATION FLANS SOUTH OF THE PROJECT, (FROJ. NO CT 91-16/A), DlLu NO.
311·36, 5HT 4). THESE 5Y5TEM5 SHALL SE CONNECTED Tex.ETHER AT THE F.0.C. SHOUN.
I Ml F.O.C. I-If.!' WATER METER W/ 2' SERVICE LINE
-
[61 FESCO 82SY Hf.!' REDUCED PRESSURE SACKFLOW A55EM "lL1
WILKIN& 500 YB&!< 1-1/2'
!EM WEATHEl<MATIC8200CR LINE SIZE
~ WEATHE1'31ATIC8200CR PERKEY
M WILKENS 85"1 SERIES LINE SIZE
@ NELSON 164S DNF I'
[EJ CALSEN5E FM-12SB LINE SIZE
CK] CAL5EN5E ET-2el00-12-R·RR•55E-R
---AFFROVED CL 3IS FER FLA'l
--AFFROVED CL. 200 FER FLAN
= = = AFFROVEDFER NOTES 2X LINE
W/ FRE&SU~ REGULATOR
W/ RAINSIRD RSY SCREEN
MASTER CONTROL VALVE
CONTROL VALVE
SALL VALVE
QUICK COUPLER VALVE
FLOW METER
12 STA. PEDESTAL MOUNT CONTROLLEF
WI AUTOMATIC RAIN SHUT-OFF
WI ENCLOSURE
FVC POTABLE WATER
FRE55URE MAINLINE /WHITE)
FVC FOTA5LE FIFE LATERAL LINE
FVC POTABLE FIFE SLEEVE
----
-----------------
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150 ft. SDG&E EASEMENT
IRRIGATION NOTES
L ALL IRRIGATION !-!EADS, VALVES, ETC. ARE DRAlLN DIAG!RAMMATICALL Y.
IRRIGATION CONTRACTOR Si-lALL ADJUST TO PROVIDE ADEQUATE
.COVERAC.-E AS REQUIRED DUE TO MINOR SITE DRAWING Dl5CREPANCIE5.
2. IRRIGATION PLAN 15 DIAGRAMMATIC. LOCATE ALL IRRIGATION LINES,
EQUIFMENT AND AFFURTENANCES WITI-IIN PROPERTY LINES AND OUTSIDE
OF FIJBLIC RIGHT OF WAY.
3. CONTRACTOR 51-!ALL GUARANTEE Ti-IE ENTIRE SYSTEM TO 6E FREE OF
DEFECTS IN WORKMANSHIP AND MATERIALS FOR A Fl=F<IOD OF ONE
YEAR FROM FINAL ACCEPTANCE.
4. CONTRACTOR SHALL VERIFY WATER FRE55URE AT F.O.C PRIOR TO
BEGINNING WORK, NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY
Dl5CREFANCIE5.
5. CONTRACTOR S!-IALL i-lAVE ONE /IJ POINT OF CONNECTION, INTO A
POTAEILE WATER MAIN LOCATED IN THE EL CAMINO REAL MEDIAN A5
51-!0lLN /ALSO SEE CITY APPROVED FLANS, CT-91-lb/AJ, Dill::,. NO. 337-36.
b. ELECTRICAL F.O.C. SHALL EIE PROVIDED EIY OlLNER NEAR CONTROLLER
LOCATION INDICATED. POWER 5UFFLY SHALL 6E 120 VOLT.
CONTRACTOR Si-lALL VERIFY CONTROLLLER AND POWER SUFFL Y
LOCATIONS PRIOR TO BEGINNING WORK
1. PRESSURE MAINLINES Si-lALL BE INSTALLED FER SLEEVE IN5TALLATION
DETAIL MAINLINE TRENCH BOTTOMS 51-!ALL BE SACKFILLED WITH TWO
/2') INCHE5 OF 5AND.
e. CONTRACTOR SHALL INST ALL THRUST BLOCKS /I CUBIC FOOT OF
CONCRETE) AT EACH CHANGE IN DIRECTION OF PRESSURE MAINLINE.
S. MAINLINE SHALL BE FRE55URE TESTED FOR 24 HOUR5. LANDSCAPE
ARCHITECT MUST AFFROVE MAINLINE PRESSURE TE5T/5J PRIOR TO
BACKFILLING. THE LANDSCAPE ARCHITECT MUST OF THE MAINLINE
PRESSURE TEST AT LEAST 24-HOURS PRIOR TO COMMENCEMENT.
10. AUTOMATIC VALVES ARE TO 13: IN PLASTIC VALVE SOXE5 /I FER BOXJ
WITH ONE CUBIC FOOT OF PEA GRAVEL UNDER EACH VALVE.
CITY INSPECTOR MUST AFFROVE MAINLINE FRE55URE TEST
( 4 HRS. e 125 F51J, BEFORE BACKFILLING.
--......._ I ··CJ····--
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11. CONTRACTOR SHALL PROVIDE EXTRA WIRE TO FURTHEST VALVE IN EACH
VALVE CLUSTER
12. CONTRACTOR SHALL PROVIDE BALL VALVE IN FLA&TIC BOX TO
5EPARATE VALVE CLUSTER FROM MAINLINE.
13. LOCATE VALVE BOXES, ETC. IN SHRUB FLANTINC:i AREAS WHERE
F0551BLE.
14. PLACE QUICK COUPLERS NEAR VALVES AND UPSTREAM FROM
BALL VALVE.
IS. CONTRACTOR SHALL PROVIDE L:NE &IZE CHECK VALVE PER FLAN
AND/OR A5 REQUIRED TO PREVENT LOW i-lEAD DRAINAGE.
lb. LOCATE HEADS 3' MIN. FROM CURBS AND WALKS AND b' MIN. FROM
BUILDINGS AND WALLS.
11. FLUSH ALL FIFE PRIOR TO INSTALLING f.!EADS.
18. CONTRACTOR SHALL ADJUST HEADS TO PROVIDE EVEN COVERAGE AND
AVOID THROWING WATIER ON EJLIILDINGS, WALLS AND PAVEMENT.
IS. OBTAIN AN IRRIGATION COVERAGE APPROVAL FROM LANDSCAPE
ARCHITECT PRIOR TO PLANTING, CONTACT LANDSCAPE ARCHITECT AT
LEAST 24 HOURS IN ADVANCE OF DESIRED INSPECTION TIME.
20. RISERS TO E3E GREY PVC, NO WHITE PVC, Sf.!RUB RISERS TO BE
18' ASOVE FINISH GRADE, EJLISSLERS b'.
21. AT 30 AND AGAIN AT W PAYS AFTER COMPLETION OF PLANTING,
CONTRACTOR SHALL ADJUST CONTROLLER PROGRAMS TO WATER AT A
MORE CONSERVATIVE RATE.
22. GILNER SHALL AGAIN ADJUST WATERING RATE DOllN ONE YEAR FROM
COMPLETION DATE.
23. IRRIGATION CONTRACTOR 51-!ALL MAINTAIN Tl-IE 5Y5TEM FOR A PERIOD
OF NINETY /WJ DAYS OR UNTIL FINAL PLANTING ACCEPTANCE
/WHICHEVER 15 GREATER).
24. INSTALL POP-UPS IN RIGHT-OF-WAY AND WHEREVER WITHIN 10 FT. OF ANY
HARDSCAPE, TURF OR OTHER AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR.
25. INSTALL CHECK VALVES PS NEEDED TO PREVENT LOW HEAD DRAINAGE.
20' 40' BO'
26. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR
PERMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED
IN PLANTING SPECIFICATIONS, SHEET 13, SECTION 3-1.
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LANDSCAPE PLANS:
IRRIGATION
PLAN
APPROVAL SET
DATE
2/19/07
SHEET
L= 2
SLEEVING NOTES,
I) SLEEVES FOR MAINS, LATERALS, WIRING UNDER VEHICLE FAYING SHALL SE
FVC SCH. 80 WOO' COVER
NORTH GRAPHIC SCALE: 1 "=20'
2J SLEEVES FOR MAINS I WIRING UNDER PEDESTRIAN FAYING SHALL SE
FVC SCH. 40 w~s· COVER
3) 5LEEVE5 FOR LATERALS UNDER PEDESTRIAN FAYING SHALL SE
FVC SCH. 40 wm· COVER
NEW RECLAIMED WATER VALVE KEY
5TATION NO.
GFM
VALVE 51ZE
APPROVED FOR PLANTING
AND !RR/GA TION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
"AS BUILT"
RCE___ EXP. ___ _ DATE
REVIEWED BY:
INSPEC: '.JR DATE
l---+--+------------t--t---1----1---i ~ CITY OF CARLSBAD I SHEETS I L.2..Q_j ENGINEERING DEPARTMENT 1 3
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
LANDSCAPE PLANS FOR:
MEDIAN LANDSCAPE IMPROVEMENTS
EUCALYPTUS LANE
CRESTVIEW D E
RCE 33081 EXPIRES 6-30-08
DWN BY:~--
CHKD BY· G\JP
RVWD BY:
DAVlD A. HAUSER 3/ ;;,,/,:,-,
CITY ENGINEER DATE
PROJECT NO.
MS 04-18
DRAWING NO.
440-9B
SECTION 02221
LANDSCAPE TRENC~ING. BACKFILLING AND COMPACTING
!C.MJl/.D. RECLAIMED WATER SPECIFICATIONS TAKE FRECEDENCEJ
FART I-GENERAL
I.I DESCRIPTION
A. Uklrk included, Irrigation s~stem shown on drawings and specified herein
complete, in place, tested, approved, including but not neoessaritj limited to,
I. Connection of s~stem to existing water suppl~
2. Review of utility plans showing other underground utilities
3. Trenching and backfilling
4. Drip or spray irrigation system
5. Automatic controller and remote control valves
6. Incidental work not shown or specified which can reasonablH be inferred
as part of, or as neoessari to provide a complete and operable sistem.
B. Related work:
Documents affecting work or this Section include, but are not necessaril~
limited to, General Conditions and o~r Sections of these Specifications.
12 Permits, Fees, and Codes •
A. Obtain all permits and pai required fees to ani governmental agencH raving
jurisdiction. O!I completion of work. present satisfacto1:1 evidence to Landscape
Architect that work is in accordance with ordinance and code requirements.
Arrange for Inspections required~ local ordinance during construction.
B. Conform with appllcable codes, standards, laws and regulations. Nothing in these
drawings or specifications sh.II be corstrued to permit non-conforming work.
If construction documents or specirlcatlons corflic\ with agen~ regulatiors, notifH
Landscape Archtect, and await instructions before proceeding with affected work.
13 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughlH trained and
experienced in neoessarH crafts and who are completely familiar with specified
requirements and methods needed for proper performance of work.
B. Use equipment adequate is size, capacity and numbers to accomplish work in
a timely ma11ner.
C. All materials s!.ill be new, and in near perfect condition. The decision of the
Architect is final in determination of qualitH of materials, equipment, and workmanship.
1.4 SAFETY ORDERS
Maintain warning signs, barriers ar,d shoring as required~ local ordinance or
other govemmental agen~.
1.5 Existing Conditions
A Acquaint ,elf with all site conditions. Should utilities not shown on plans be found
during excavations, prompllH notify Landscape Architect for instructions for further
action. Failure to do so will make contractor liable for ani and all damage
thereto arising from operations, subsequent to discoverH of such utilities not
sho~n on drawings.
B. Make minor adjustments to sprinkier system layout as may be required, and work
around existing comstruction at no Increase in cost to Owner.
lh DeliverH, Storage, and ~and ling
Protect work and materia Is from damage during construction and storage.
FVC pipe and fittings sli911 be especially protected from direct sunlight.
1.7 Substitution,
No deviations from specified equipment or installation procedures sli911 be allowed
without written approval of Landscape Architect and City Inspector.
1.8 Submit ta Is
A. Record Drawings, Prepare a xerox print shewing deviations from bid documents
made during construction affecting mainline pipe, controller locations, valves, and
sprinkier heads. REcord drawings s!.ill be delivered to Landscape Architect
before final acceptance. Demension all items from permanent objects to the
nearest I foot. ·
B. Submit for review a list of all irrigation equipment to be used, manufacturers
brochures, maintenance manuals, warrantees, and operation instructions prior
to start of work.
C. The landscape architect srall provide to tre City, as-built plans for all projects
(bonded and non-bonded, public and private). The final plans &li911 be prepared
by the landscape architect from dimensions provided bH the contractor. Final
as-built plans sli9l1 be drafted to the satisfaction of the City, and the original
mHlars sli9II be submitted to the City for their keeping.
1.9 Guarantee
A Guarantee all work for one year from acceptance date against defects in material,
equipment, and workmanship. Guarantee srall cover damage repair to any part of
premises resulting from leak5 or defects in material, equipment, and/or workmanship
to the satisfaction of Landscape Architect.
B. Promptly make repairs upor notification bH Landscape Architect, and at no cost
to Owner.
FART 2 • PRODUCTS
2.1 FIFE
A Plastic pipe,
I. Use polH vinHI chloride /FVC) lHpe 1120-1220 pipe unless otherwise indicated on
plans. All mainlines srall be sch 40 FVC for lines 1-1/l' or smaller, class 315
for sizes 2' and larger. Lateral lines to be cla&s 315 FVC for 1/l' size,
class 200 for larger sizes, sleeving to be ,ch 40 beneath pedestrian paving,
sch W beneath vehicular paving.
2. Fittings, Use scredule 40 FVC fittings except where o~rwise shewn in details.
3. Solvent Cement, As recommended by pipe manufacturer and or proper
consistency. Mainline cement srall be a two step /primer! process.
22 RISERS
A. Fop-up reads, Use schedule W FVC nipples with street ell swing joints per details.
B. Ri&er Heads, Use gr~ schedule W FVC nipples with swing Joint& below grade
per details. Measure riser height from finish grade to top of riser. Riser diameter
srall be 1/l' diameter except where head inlet is larger in which case, riser will
match inlet size, unless otrerwise noted on drawings.
C. Slope heads, Stake risers of impact and gear driven rotor heads on slopes
with number 6 steel reinforcing bar, secure with min. /2) adjustable stainless steel
geared clamp.
D. Drip Emitter Risers, Use gre~ scredule W FVC nipples per details.
23 5FRNKLER ~EADS
A. Provide sprinkler heads ,hewn on Irrigation Legend.
B. Reclaimed water system,, Heads srall be specincallH made for reclaimed water
application with purple color coding and Integral check valve.
2.4 VALVES
A. Ball valves, Provide 150 psi rated valve /line size! wrere shown on Drawings.
B. Quick coupler valves, Provide per Drawings and dellver to Owner when applicable,
a. Two ~s for locked top±
b. Two couplers
c. Two hose swivels.
C. Automatic and manual control valves, Provide per legend and details on Drawings.
2.5 NOT USED /Drip irrigation)
2h BACKFLOW PREVENTER
A. Provide backflow preventers shown on legend and ins ta II per details on Drawings
and per manufacuturers instructions.
B. Incorporate pressure regulator and filter device in assembly per details and
drawings.
2.7 AUTOMATIC CONTROLLER
A. Provide controller shown on legend on Drawings. Provide all mounting equipment
and !.irdware required for pedestal or wall mounting indicated.
B. Control wires, 24 volt solid wire UL approved for direct burial in ground.
Black ~4 UF direct lead and white ~2 UF common ground, unless o~rwise noted
on plans.
2.8 OTHER MATERIALS
A. Purple (recHcled water! plastic valve boxes, Provide plastic valve boxes with lids for
ball t quick coupler valves (round) and automatic control valves /I per box maximum).
Place gravel per irrigation notes and irrigation details. Use purple lids for reclaimed water.
B. Check va Ives, Provide spring in-line creek va Ives /line size) per plan and
as required to prevent low head drainage.
C. Recycled Water Systems, Provide site and controller signage as indicated on drawings.
D. Backfill, Loca I soil, clean, free of rubbish and rocks over 2 inches diameter.
E. Provide other materials not specificallH described but required for a
complete and proper installation as selected by contractor subject to approval
of Landscape Architect.
PART 3 -EXECUTION
3.l 5UF<!'ACE CONDITIONS
A. Verl~ finish grades and surface drainage with Landscape Architect prior to work.
B. Examine areas and conditions under which work will be performed. Correct
conditions detrimental to timely, proper completion of work. Do not proceed
unlil unsatisfactory conditions are corrected.
32 FIELD MEA5UREMENT5
A Make necessa1:1 measurements in field, ensure precise fit of items in
accordance with design.
33 LAYOUT
A LaHout work as accuratels as possible to Drawings. Drawings, though
carefullH drawn, are generallH diagrammatic to extent \rut swing joints, offsets
and all fittings are not shown. Site corditions will not always permit localing
piping, valves and heads where shewn. This situation srall be brought to
immeadiate attention of Landscape Architect and relocation determined in joint
conference. Contractor will be held responsible for relocating anl items without
first obtaining Landscape Architect's approval and srall re:nove and relocate
such items at his own experse if so directed by Landscape Architect.
B. lLhere piping is shown on Drawings to be under paved areas but running
parallel and adjacert to planting areas, tre intention is to install piping in
planted area.
C. Minor cranges in equipment location from location shown on Drawings shall
be made as directed by Landscape Architect al no additional cost to Owner
providing such change is ordered before co:nencement of work. or work directly
CC11nected, and no additional materials are required.
3.4 EXCAVATING AND TRENCHING
A. Perform all excavations as required for installation of UJcrk included under
this section, including shoring of earth banks to prevent cave-ins. Restore all
surfaoes, existing underground installations, etc, damaged or cut as a result or
excavation, to original condition and in manner approved by Landscape
Architect al no additional cost to the Owner.
B. Trenches shall be made wide enough to allow a minimum of 4' between parallel
pipe lines and s!.ill be of sufficient depths to provide the minimum cover from
finish grade as follows,
I. 18' minimum cover over main !ins to remote control valves,
2. 12' minimum cover over later a I lines to heads,
3. 30' minimum cover under vehicle paving.
4. Fol~~lene tubing -3 inches
C. Excavate for landscape systems by trenching, with sides as nearly vertical as
possible. Accurately grade the bottom to provide uniform bearing for tre line.
D. Short sections of a trench maH be tunneled if, in Landscape Architect's
opinion, lines can be installed safelH and backfill can be compacted properly
into such tunnel
E. Remove boulders and other interfering objects, backfill voids remaining
after removal of objects.
F. Protection of Persons and FropertH,
I. Barricade and operate warning lights from dusk lo dawn at open holes, trenches, and
depressions occurring as part of work on property adjacent to or within public access.
2. Protect structures, utilities, sidewalk pavement, and otrer facilities from damage
caused by settlement, lateral movement, washout, and other hazards created by work.
3. Do not trench under drip lines of existing trees.
G. Do not backfill trenches until required pressure and leakage
tests have been performed, and until sHstems as installed conform to
requirements specified in pertinent Sections of Specifications.
H. Friar to backfilling, remove a II sheeting or shoring.
I. Back.fill for all trenches and excavations s!.ill be compacted to~ densitH-
J. Backfill to level of adjacent elevations, allowing for settling and compaction.
3.5 INSTALLATION OF FIFING
A. Piping under pavement,
I. Sleeve piping under paved areas as indicated on Drawings. Extend sleeving
12' under b~ond edge of paving, curbs, walls, etc.
B. Inspection of materials, Carefully inspect pipe and fitting before
installation, removing all dirt, scale and burrs, reaming as required.
Install pipe with markings up for visual inspection.
C. Plastic !FVC! pipe,
I. Exercise care in !.indling, loading, unloading and storing plastic pipe and
fittings,
a. &tore under cover from direct sunlight until readH to install,
b. Transport only on a vehicle with a bed long enough to allow the pipe td lay
flat to avoid undue bending and concentrated external load.
2. Repair dented and damaged pipe bH cutting out and discardir~ dented or
damaged sections, rejoining with a coupling.
3. In joining, use onlH specified solvent, make joints in accordance with
manufacturer's recommendations. Pipe and fittings s!.ill be thoroughly cleaned of
dirt, dust, moisture before applying solvent. Clean off excess solvent. Allow
solvent welds at least IS minutes set-up time before moving or randling and 24
hours curing lime before filling with water.
4. Snake lines fro:n side to side in trench to allow for expansion and
contraction.
5. For plastic to meta I connections,
a. llJork steel connections first,
b. Use a non-rardening pipe dope on tlreaded plastic to steel connections,
c. Use onlH a light wrench pressure.
d. Use joint compound on galvanized iron fittings.
D. Flug or cap all openings upon line installation to prevent the entrance of
materials t!.it would obstruct pipe. Leave in place until removal is necessary for
completion or installation.
E. Thoroughly flush all lines, perform f!!drostatic testing in accordance with
paragraph below.
3.6 INSTALLATION OF EQUIPMENT
A Fop-up spray heads:
I. lnsta II where indicated on Drawings and in accordance with details and
manufacturer's recommendation as approved bH Landscape Architect.
2. Locate pop-up 3' from pedestrian paving, 12' from automobile traffic withcut
curbs, 6' from auto traffic with curbs and 6' from all building and wall footings
unless noted otherwise. 5et heads flush to grade elevation.
4. Upon testing completion, complete assemblH, adjust sprinkler heads for proper
distribution.
B. Riser heads,
I. Install in planting areas where indicated on Drawings.
2. Locate slrub heads 10 feet from pedestrian use areas, 10' from automobile tra fflc
withcul curbs, 10' from automobile traffic with curbs and 6' from all building and
wall footings unless noted otherwise. 5et shrub heads eighteen /IS') inches
above finish grade unless noted otherwise. /See details.) Fop-up heads srall
be used within 10' of a~ pedestrian use.
3. Upon completion of testing, contractor sli911 complete assembly and adjust
sprinkler reads for proper distribution.
C. Valves, Install ball valves and quick coupler valves per drawings.
D. Control valves: Install where srown on Drawings, locating in clusters in
planting areas where practical. Place no closer t!.in 12' and parallel to walk
edges, buildings and walls. ~use in valve boxes with tops set flush to grade.
E. Not Used /Drip Irrigation)
F. Back.flow preventer, Install where indicated on Drawings and in accordance
with all pertinent codes, regulations, and manufacturer's recommendations as
approved by Landscape Architect. CMUJD backflow specialist must approve installation.
G. Automatic controller,
I. Install controller as shown on Drawings, unless otherwise directed bH
Landscape Architect.
2. Collr!ect remote control valves to controller in sequence corresponding to
sequence indicated on Drawings. l!Jhere two or more va Ives rave same number,
wire them together at controller. Do not group lawn and shrub heads on same
station.
3. Electrical supply to point of connection srall be~ others. Contractor ,li911
provide 'hard wire' splice into existing junction box near controller location.
R Automatic control wiring,
I. Install control wires, irrigation mains and laterals in common trenches wherever
possible.
2. Install control wires at least 18' below finish grade and lay to side of mainline
where possible. Wires s!.ill be a minimJm of I' from a"H pipe or fitting except at
terminal points. Provide looped slac~ at valves and snake wires in trench to
allow for contraction of wire. Tie wire in bundles at 10' intervals with plastic
electrical tape.
3. Wire splices will be allowed onlH on runs more tr.in SOO feet. Crimp wires
together with approved wire connector and seal connection.
4. Provide separate sleeving from Irrigation lines for control wires beneath
pavement, etc.
S. Wires srall be placed in greH scredule W FVC electrical sleeve from 18'
below grade to controller at controller location.
3.1 TESTING AND IN5FECTION
A Do not allow or cause any of work of this Section to be covered up or
enclosed until it I.ls been inspected, tested± approved by Landscape Architect
and CitH Inspector. Request presence or Landscape Architect at least twentH·four
(24) hcurs in advance or testing.
B. Flushing of pipe, Before backfilling mainline, with control va Ives placed but
before lateral lines are corrected, completely flush and test mainline.
I. Repair leak5.
2. Flush out each section of lateral pipe before sprinkler heads are attacred.
C. Testing,
I. Hake necessarH provisions to thoroughly bleed line of air and debri,.
2. After valves ruve been installed, when welded pla,tic joints have cured for
at least 24 hours, test main water lines for leak5 at pressure of 125 psi for
period of four hcurs, with couplings exposed and pipe sections centerloaded
with sufficient amount or backfill to prevent arching or slipping under pressure.
Lateral lines srall be tested, with risers capped, for two hcurs under normal
static pressure.
3. Provide required testing equipment and persomel. •
4. Repair leak5, retest until acceptance~ Landscape Architect and
Ci\H Inspector.
D. Final inspection, Clean, adjust, balance all sy,tems. VerifH,
I. Heads are properly adjusted for radius and arc of coverage±
2. Installed system is workable, clean, efficient.
3. RecHcled water SHstems, Provide cross connection, coverage, and other testing
required by helath department or water district /see Reclaimed l!Jater Notes, Sreet T-IJ.
3.8 Rec8cled water signage
Install as shown on drawings or as required bH health depar\mer,\ or water district.
3.~ IN&TR.ICTION5
A Attach tHpewritten legend inside each controller door, showing areas
covered bH each valve.
B. After system I.ls been completed, inspected, and approved instruct Owner
or his maintenance personnel in operation and maintenance of sHstem.
3.10 MAINTENANCE
Maintain system for period indicated in Irrigation Notes, or length of planting
maintenance period, whichever Is greater.
END OF SECTION
~----FINISHED GRADE IN TURF AREAS
~---PURPLE PLASTIC ROUND VALVE BOX 111TH BOLT DOWN
COVER, USE STAINLESS BOLT NUT AND WASHER.
HEAT BRAND ·acv" ONTO LID.
!_·!.:!i'.!-~i[I
4
=.=~l=N=. ==::Jl[~.•~~FINISHED GRADE IN SHRUB AREAS
. :•··11 ~ ~ ~--,1,....,_ ••. _.-._-•--~~f~E§~HbL~~R Vt~~-
;= / STAINLESS STEEL CLAMP
. . ~
~.t~·•'_,'._-:: ;7'.:ii-, ~ {:,.<"<\~'$i BRICK SUPPORTS
rsf '";'{J~;~~ ~,I(~ ~~T~A ciN~EP~liE~%~1Ws SJi~Nl Ni~~NLl
, MOD. # 1-A1912
NOTE:
r-\;:l) I ' MAINLINE. SEE SPECS.
a------#4 x 36" REBAR STAKES,
2 REQUIRED
--------LANDSCAPE FABRIC
~--------3/4" ROCK, 1 CUBIC FT.
SECTION VIEW - N I S.
1. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL.
2. QUICK COUPLER VALVES USED FOR RECYCLED WATER SHALL BE OF A TYPE
APPROVED FOR RECYCLED WATER USE.
G -QUICK COUPLER
LATERAL LINES IN PVC -
SLEEVE, SEE LEGEND
~SAND BACKFILL COMPACTED TO TEH DENSITY OF EXISTING SOIL
-(2) WARNING TAPE FOR
RECLAIMED WATER MAINLINE
PRESSURE MAINLINE
IN PVC SLEEVE, SEE LEGEND
DESCRIPTION A 8 C D
UNDER VEHICLE PAVING W/ 36" 36" 36" 4" PVC SLEEVES TO BE
6" DIA SLEEVES OR LESS TWICE THE DIAMETER
UNDER VEHICLE PAVING W/ 48" ~s· 48" 4" OF THE PIPE OR WIRE
BUNDLE CARRIED. 6" DIA SLEEVES OR GREATER
UNDER PEDESTRIAN PAVING, 18" 18" 18" 4" DETAIL ALSO FOR PIPE LESS THAN 3" DIAMETER INSTALLED IN ROCK SOIL.
UtfER NP,N-ROAD PflVING W 3-1 2 DIA TO 5' DIA.
24" 24" 24" 4"
Uj)IDER NON-ROAD PAVING W 6 ' DIA. SLEEVES OR GREA n'I
36" 36" 36" 4"
SLEEVE NOTES:
1) FOR SLEEVES UNDER VEHICULAR PAVING GREATER THAN 6" DIA -USE SCH. 80 PVC
2) FOR SLEEVES UNDER NON-ROAD PAVING -USE SCH. 40 PVC
D-SLEEVE INST ALLA Tl ON
---CLEAN COMPACTED BACKFILL
LATERAL LINES, -
SEE SPECS.
-(2) WARNING TAPE FOR
RECLAIMED WATER MAINLINE
FINISH GRADE
DIMENSION A B C
1/2" TO 2-1/2" IN SIZE 18" 12" 4"
3" TO 6" IN SIZE 24• X 4"
SECTION VIEW -N.T.S.
E -PIPE INSTALLATION
~----FINISH GRADE IN TURF AREAS
=2!!!ri ... :
~PLASTIC RECTANGULAR VALVE PURPLE BOX 111TH BOLT DOWN
COVER, USE STAINLESS BOLT. NUT, AND WASHER.
BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE
EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID.
I' 3•"""""'
-FINISHED GRADE
IN SHRUB AREAS
SCH. 80 UNIONI--~ Q,__ __ IRRIGATION MAINLINE
~-----3/4" CRUSHED GRAVEL
TWO CUBIC FEET
~------LANDSCAPE FABRIC
S.E.CII.ON YIEW -N I S
F -CONTROL VALVE
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IRRIGATION
DETAILS
AND
SPECIFICATIONS
APPROVAL SET
DATE
2/19/07
SHEET
L-3
r---r---,-----------------,---,---,----,--~r-----r-c -= -= -== -= --= -_ -..., -~ -== -~ -_ --=--;-;;:;:-;-=aa:-ac=--,
fsHEEll CITY OF CARLSBAD I SHEETS I f-------cl----+-----------------t----t----t---t----i L_1_!_j ENGINEERING DEPARTMENT 1 3
f--------jf----t------------------j----j-----r----j-----.
• LANDSCAPE PLANS FOR: .-------------,----,-,A-S_B_U_I_LT_" ___ f-----+--+-----------t---t--------t---t-----i MEDIAN LANDSCAPE IMPROVEMENTS
APPROVED FOR PLANTING EUCALYPTUS LANE
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
RCE __ _
REVIEWED BY:
INSPECTOR
CRESTVIEW
EXP ____ _ DATE
APPROVED: //' -·✓-...; :/ /.
lk6 '1Pll'I [xpc.;w"~ 0AvID A. HAUSER .:;~ 2-tTJ 1---t---t-----------------t----J---t---t----J RCE 33081 EXPIRES 6-30-08 CITY ENGINEER DATE
OWN BY: ---I PROJECT NO. I DRAWING NO.
DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY· avp MS 04 18 440 98
ENGINEER OF WORK REVISION DESCRIPTION 1--0T-HE_R_A-'P-PR_ITv_A_L+--C-ITY-Af'~P-RO-ll-AL-I, ,R.,_,WIC!!.!:CD-'B"-'Yc.:..:=== --
--c•-~DA~T~E _ _J==~.:.....::=L ______________ .i..::.=:...:.::.:..:..::.::.:::..L..:...:.:...:.:..:..:..::.::.:::.1..::-=====:::::..:::::===
--l--____:c:c~ ~ -+-----+,-
~,--<:::=⇒
NOTE-ALL I!:> GAL 4 24' 60X TREES
SHALL 6E STAKED
2' DIA. PINE LODGE POLE STAKE
CINCH-TIE WI GALV. NAIL (6Y VIT)±
USE 4 PER TREE
5!-!REDDED NITROLIZED 6RK MULCH 3'
DEEP MIN. COVER, MOISTEN AFTER
PLACEMENT
4' WATERING BASIN
-st+-=-=-=-=;!J;;§'7r ·~:;;_ ::::,=~LET FER NOTES, PLACE
:j::i ! , . . .. IN SOIL AT 1/3 OF PIT DEPTH
i-1++~7:-AMENDED SOIL 6ACKFILL PER NOTES
~--PLANT PIT-2x WIDTH, 4 EQUAL
DEPTH OF ORIGINAL ROOT 6ALL
6U66LER /2 Pi:R TREE!, IN 6' PE!'<FORATED
PVC FIFE (2),FILLED WI 318' CRUSHED GRAVEL
. •4' DIA. ALIGER HOLE
1-----::::---------------, FILLED WI 318' CRUSHED GRAVEL
TREE STAKE
,,.....--TREE
f-PREVAILING
WIND s
2'-el' 6ELOW ROOT BALL MIN.
(INSTALL DEEP WATERING DEVICE ONL
WHERE STREET TREES ARE ASSOCIATE
WITl-l TREE GRATES!.
A DOUBLE STAKED TREE
ROOT6ALL
FINISH GRADE 2' 6ELOW
TOP OF PAVING
6ACKFILL MIX
PAVED SURFACE
PER FLAN
SECTKJN \~;;;~~;~: ~~;!;DE t!~D~?::~R
PLAN
B
C
✓
\ 6ACKFILL MIX
.+\__ ---ROOT6ALL NOTE,
I. ROOT BARRIERS SI-IALL BE INSTALLED
Wf-lEN TREES ARE WITI-IIN S' OF I-IARD5CAPE
..
-~·-. __ ·,··:::. cj/ DO NOT ENCIRCLE TREE IF POSSIBLE
ROOT 6ARRIER · TO I-IARD5CAPE X 24' DEEP).
TREt: ROOT BARRIER
~------3' WATERING 6ASIN EARTf..l MOUND
2X ll!IDTI-I OF
ROOTBALL
VERIFY WI LANDSCAPE ARCf..llTECT
5!-!REDDED NITROLIZED 6ARK MULCI-!,
~'L2t~~E~t COVER, MOISTEN AFTER
FERTILIZER T A6LET FER NOTES, PLACE IN SOIL AT 1/3 OF PIT DEFT!-!
UNDI6TUR6ED 6U6-6O1L
NOTE,
ffilOR TO PLANTING, FILL 1-!0LE FULL WITI-I
ll!ATER 4 ALLOII! TO PERCOLATE COMPLETELY
INTO SUB-SOIL DO NOT ASSIST OR DISTUl'<B
PERCOLATION RA TE.
CONTAINER PLANTING
PLAN NOTES
1) FOR IRRIGATION SPECIFICATIONS. SEE SHEET L -5.
2) FOR MEDIAN CONSTRUCTION PLAN SEE ENGINEERING PLAN,
CllY OWG. NO. 440-9B.
PLANTING NOTES
1. THE PLANTING PLAN IS DIAGRAMMANTIC AND SHALL BE USED AS
A GUIDE FOR SETTING OUT PLANTS. PRIOR TO PLANTING, THE
LANDSCAPE ARCHITECT SHALL BE CONTACTED TO APPROVE ALL
PLANT LOCATIONS AND DIRECT ADJUSTMENTS.
2. PLANT MATERIALS SHALL CONFORM TO NURSERYMAN'S
STANDARDS FOR SIZE AND HEALTH. ALL PLANTS ARE SUBJECT TO
REJECTION BY THE LANDSCAPE ARCHITECT IF SUBSTANDARD IN
SIZE, QUALITY OR HEALTH.
3. PROVIDE WATERPROOF SPECIES IDENTIFICATION TAGS ON ONE
PLANT PER SPECIES PER GROUPING.
4. PLANT COUNTS ARE FOR THE CONVENIENCE OF THE
LANDSCAPE CONTRACTOR ONLY. CONTRACTOR IS RESPONSIBLE
FOR ALL PLANTS SHOWN ON THE PLAN.
5. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL
PLANTING AREAS THOROUGHLY SOAKED PRIOR TO PLANTING.
6. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM 2%
DRAINAGE AWAY FROM ALL BUILDINGS AND FINISH GRADES
SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER
CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AND
MAINTAIN DRAINAGE DURING CONSTRUCTION.
. 7. LANDSCAPE CONTRACTOR SHALL REMOVE ALL EXISTING
VEGETATION, TRASH, CLIPPINGS, ROCK AND OTHER DEBRIS IN
PLANTING AREAS. RAKE AND FINE GRADE ALL PLANTING AREAS
PRIOR TO COMMENCEMENT OF PLANTING OPERATIONS.
8. PLANTING PITS SHALL BE TWICE THE CONTAINER WIDTH AND OF
EQUAL DEPTH.
9. FOR BID PURPOSES, PLANTING PITS AND PLANTERS BACKFILL MIX
SHALL BE ESTIMATED AS: EXISTING SITE SOIL AND 114 (BY VOLUME)
NITRIFIED TOP SOIL MIX. PER CITY OF CARLSBAD LANDSCAPE MANUAL,
BACKFILL SHALL BE PER SOIL TEST.
10. TREES AND SHRUBS SHALL BE FERTILIZED AT TIME OF PLANTING
WITH 21-GRAM AGRIFORM TABLETS AT THE FOLLOWING RATES:
GROUNDCOVER-(1) 7 GRAM TABLET
1. GAL SIZE-1 TABLET 15 GAL-5 TABLETS 36' BOX-10 TABLETS
5. GAL SIZE-3 TABLETS 24" BOX-8 TABLETS 48" BOX-12 TABLETS
11. STAKE 5 GALLON AND DOUBLE STAKE 15 GALLON AND 24" BOX TREES.
GUYING OF LARGER TREES SHALL BE DONE AT THE LANDSCAPE
ARCHITECT'S DISCRETION. CONTRACTOR SHALL BE RESPONSIBLE
FOR TREE STABILITY DURING LENGTH OF THE GUARANTEE PERIOD.
12. VERIFY TREE PIT DRAINAGE WITH 24 HOUR WATER FILL TEST
PRIOR TO PLANTING. ALL BOXED TREES NOT DRAINING ARE TO
HAVE A 4" DIAMETER AUGER HOLE DRILLED THROUGH ANY
HARDPAN OR COMPACTED EARTH AS REQUIRED TO PROVIDE
DRAINAGE IN 24 HOUR PERIOD.
13. ALL PLANTING AREAS EXCEPT SLOPES SHALL BE AMENDED, ASSUMING
APPLICATION OF THE FOLLOWING AMENDMENTS TO THE SOIL AND
TILLING INTO THE TOP 6" OF SOIL:
3 CU. YD./1000 S.F. NITFRIFIED WOOD SHAVINGS
100 LBS./1000 S.F. AGRICULTURAL GYPSUM
25 LBS./ 1000 S.F. 12-12-12 FERTILIZER
CONTRACTOR SHALL PROVIDE A SOIL TEST, FROM AN AGENCY/FIRM
APPROVED BY CITY INSPECTOR, OF CHEMICAL AND AGRICULTURAL
ANALYSIS PRIOR TO APPLYING AMENDMENTS. PROVIDE A COPY OF
TEST RESULTS TO LANDSCAPE ARCHITECT AND CITY INSPECTOR
FOR APPROVAL PRIOR TO APPLICATION IN FIELD. QUANTITY AND TYPE
AMENDMENTS TO BE APPLIED MUST BE OBSERVED INSTALLED IN THE
BY THE LANDSCAPE ARCHITECT, (DO NOT APPLY WITHOUT L.A. PRESENT).
SOIL LEACHING SHALL OCCUR AT L.A.'S DIRECTION.
FUTURE WORK BY OTHERS
14. POST PLANTING FERTILIZATION SHALL BE PERFORMED BY
CONTRACTOR AT 30, 60, & 90 DAYS AFTER PLANTING.
15. PLANTS SHALL NOT BE PLACED WITHIN 12" OF SPRINKLER HEADS.
16. SHRUBS & TREES SHALL BE UNDERPLANTED WITH
GROUNDCOVER AS SHOWN BY ADJACENT SYMBOL
17. GROUNDCOVER SHALL BE PLANTED USING TRIANGULAR
SPACING AS NOTED IN LEGEND.
18. PROVIDE 3" THICK LAYER OF "MEDIUM GRIND MULCH", SUPPLIED
BY BLUE RIBBON NURSERY, (714) 633-3666, FOR ALL NON-TURF
AREAS HAVING LESS THAN A 3:1 SLOPE, AT THE CONCLUSION OF
PLANTING OPERATIONS. PROVIDE SAMPLE FOR APPROVAL TO
CITY INSPECTOR PRIOR TO DELIVERY TO SITE.
19 VINES SHALL BE SECURED TO ADJACENT FENCES, POSTS OR
WALLS USING VINE TIES.
20. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS
FOR A PERIOD OF NINETY (90) DAYS AFTER COMPLETION. ALL
AREAS SHALL BE KEPT CLEAN, WATERED AND WEED-FREE. ALL
DEAD OR DYING PLANTS SHALL BE REPLACED DURING THE
MAINTENANCE PERIOD.
21. CONTRACTOR SHALL GUARANTEE PLANT LONGEVITY AS
FOLLOWS: TREES-ONE YEAR; SHRtJBS, GROUNDCOVER, AND
TURF -SIX MONTHS .
22. AS PER CITY OF CARLSBAD REQUIREMENT, SLOPE PLANTING AND
IRRIGATION MUST BE COMPLETED WITHIN 40 DAYS OF GRADING.
I
-----; ' --'---I
------f ---...!.-
1 ! ----------
PRE-PLANTING WEED ABATEMENT
UPON COMPLETION OF ALL FINE GRADING WORK AND SOIL PREPARATION,
PERFORM WEED CONTROL MEASURES AS FOLLOWS:
1. IRRIGATE ALL AREAS DESIGNATED TO BE PLANTED FOR A MINIMUM OF 10
MINUTES PER STATION, TWO CYCLES PER DAY FOR SEVEN DAYS TO GERMINATE
ALL WEED SEED POSSIBLE.
2. APPLY A CONTACT WEED KILLER AND ALLOW SUFFICIENT TIME TO OBTAIN
COMPLETE KILL OF ALL WEEDS GERMINATED.
3. REPEAT STEP #1 ABOVE.
3. REPEAT STEP #2 ABOVE.
ROOT BARRIER REQUIREMENT
1. PROVIDE DEEP ROOT BARRIERS AT PERIMETER CURBING OR BUILDING
FOUNDATION OF ALL PLANTING AREAS CONTAINING T~EES WITHIN 6 FEET
OF CURB OR BUILDING. BARRIERS SHALL BE 24 INCHES IN DEPTH. LENGTH
SHALL EQUAL MATURE CANOPY WITHN, NO LESS THAN 20 FEET PER TREE.
SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION.
I
&11uu1re
!2·3/-2008
EcunlDtlt
2·19·2007
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20 ft. SDG&E TREE I
RIMMING
PLANT LEGEND
sym latin name common name
TREES 0 Lophostemon confertus Brisbane box
SHRUBS
(i) Rhaphiolepis indica 'Pink Cloud' Indian hawthome
APPROVED FOR PLANTING
AND /RR/GA TION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
. ' '
size quantity
24" box 2
5gal 28
"AS BUILT"
RCE ___ EXP. ___ _
REVIEWED BY:
INSPECTOR
----U1
··----
-··------···-·--'>' / ;,,:,
·-.--.,,,
-
150 ft. SDG&E EASEMENT
NORTH
--
20' o·
GRAPHIC
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PLANTING
PLAN
AND
DETAILS
APPROVAL SET
DATE
2/19/07
SHEET
L 4
fsHrnl CITY OF CARLSBAD I SHEETS I
f---1---+----------------t----t---t---t---, L.llJ ENGINEERING DEPARTMENT 1 3
:=LA=N=D=s=c=A,:.PE===P=LA=N=S~F~OR~:========::::...::==:::::;
DATE
DATE INITIAL DATE INrTIAL DATE INITIAL
DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
MEDIAN LANDSCAPE IMPROVEMENTS
EUCALYPTUS LANE
APPROVED:
OWN BY: __ _
CHKD BY: GvP
RVWD BY:
CRES1VIEW DRIVE
4-/ ,:,'] DAVID A. HAUSER 9/l,,/6)
CITY ENGINEER DATE
PROJECT NO. DRAWING NO.
MS 04-18 440-9B
SECTION 02481
SOIL PREPARATION AND FINISI-I GRADING
PART I -GENERAL
I.I DESCRIPTION
A. Work included, This work shall consist of preparing the surface strata
of soil for planting including but not necessaril~ limited to,
I. Topsoil placement,
2. Soils testing,
3. Placement and incorporation of soil amendments,
4. Finish grading,
5. An~ incidental work not shown or specified which can reasonabl~ be
inferred as part of the work.
B. Related work:
Section 024':10 -Planting
12 SUBMITTALS
Test results
Deliverg statements
13 QUALITY ASSURANCE
A. Work shall be performed in accordance with best standards of practice
relating to various trades under continuous supervision of competent
foreman, capable of interpreting Drawings and Specifications.
6.1-lerbicide applicator shall be licensed b~ State of california.
1.4 DELl\1:RY, STORAGE AND I-IANDLING
Contak1ers:
I. Container& shall be unopened at deliver~ and re&pective labels shall show
contents.
2. &lore containers off the ground and protect from the weather.
1.5 PROJECT SITE CONDITIO\IS
A. llhen existing (stockpiled! soil is available the Contractor shall check
with General Contractor to determine the ciuantit9, location and when soil can
be moved into the planting area. Stockpiled soil is to meet conditions
described in section on materia I standards.
B. No soil shall be moved into areas when either the soil or existing grade
is too wet or d':J, or when deleterious materials are present.
PART 2 -PRODUCTS
2.1 TOPSOIL
A. Source: Off-site borrow taken from source acceptable lo the
Landscape Architect.
6. Acid-alkaline range: pl-16~ to 1~.
C. Free of pests, pest larvae and matter toxic to plants.
D. Percent of organic manner: 2% minimum.
E. Maximum 5% ~ volume slag, cinders, stones or other extraneous material
exceeding 1/2 inch diameter.
F. Free of noxious weed seed, pathogenic viru.es, herbicides or chemicals
that inhibit plant growth.
G. Tests and sampling of topsoil:
I. Sampling bg Contractor, B~ certified agronomic soil testing laborator~ at
three locations per Landscape Architect.
2. Tests, Organic matter, nutrient anal~sis, textural analgsis and salinitg test.
Provide amendment recommendations b9 testing lab.
22 SOIL CONDITIONERS
A. Peat, Canadian Peal Moss
6.1-lerbicides, As reciuired upon Landscape Architect's approval.
C. Fertilizer:
I. Preplanting fertilizer shall be long lasting, controlled release, uniform in
composition, free flowing, suitable for application with approved eciuipmenl
and shall contain the following minimum available percentages bg weight of
plant rood,
For lawn areas: N-P-K ratio as required from soil report.
For srrub areas, N-P-K ratio as reciuired from soil report.
2. Post-planting fertilizer shall be organic base, long lasting, nonburning,
slow release, free flowing, suitable for application with approved equipment
and shall contain the following minimum available percertages of weight of
plant food with trace minerals of 3% iron and 5% sulfur:
For lawn and shrub areas, N-P-K ratio ofl4-1-3.
3. Planting tablets shall be tightl9 compressed chip tgpe commercial grade
plant tablets with the following available percentages of weight of plant
food,
For 21 gram tablets, N-P-K ratio of 20-10-5.
For 5-1 gram tablets, N-P-K ratio of 12-8-8.
D. Organic soil amendments, derived from Redwood or Fir bark, suppl~ing
several gradient degrees of breakdown, with non-ionic wetting agent,
stabilized with nitrogen (0.5%) and havk1g the following properties,
I. 5alinitg, Saturation extract conductivitg (e.cJ shall not exceed 1.15 at 25
degrees centigrade.
2. Organic content, minimum ':10% bg weight.
3. pl-I: !;.5 lo 6~
E. Minerals,
I. Soil Sulfur (5) shall be elemental sulfur (':l':1.5% minimum!.
2. Ferrous Sulfate shall be in pellets or granular form containing not less
than 18% metallic iron. Material shall conform to \he Agricultural Code of the
State of California
3. Agricultural G~psum (CaS04-21-120J shall be commercial[~ processed and
packaged g~psum with minimum 80% grade containing 14% minimum combined
sulfur.
4. Lime (CaC03) shall be calcium carbonates lime.
F. Soil penetran\: 'Sarvon' brand.
G. water:
I. Source, irrigation s~stem P.O.C.
2. Qua lit9: potable
PART 3 • EXECUTION
3.1 Inspection
A. Examine areas to receive soil preparation to assure work of other
trades has been completed.
13. Verifg grades with Landscape Architect prior to beginning soil
preparation.
C. No soil preparation shall be performed until all structures and walls and
construction items !including irrigation mains and drainage lines/ have been
in&talled.
D. The site shall be free of weeds, trash and deleterious materials prior to
soil preparation.
.E. Verifg that plants to remain have been undisturbed. .
F. Do not proceed with soil preparation until unsatisfactorg conditions are
corrected.
31 SOILS TEST RESULTS
A. After rough grading, soil samples shall be taken from enough locations
on \he site to represent an adequate cross section of conditions.
6. Soil test shall be performed b~ a soil testing laborator~ /pre-approved
b~ the Cit~/. The test shall indicate but not be limited to the following,
organic matter, N,PJ<, pl-I, EC, soil texture(silt, clag, sand/, recommendations for
amendments, leaching, and maintenance fertilizations.
C. The results and recomendations of ths soil testing laborato':) shall be
submitted to and approved bg the Citg. The approved recommendations for
amendments and backfill shall be incorporated into the landscape plans
prior to the start of construction and shall become par\of the approved plans.
Products specified bg product name bg the soil lab in the recommendations
ma~ be substituted with 'or eciual' products approved b~ the Cit~.
33 PE!<fO!stlANCE
A. Subsoil:
I. Scarif9 subsoil in all areas to be planted to depth of 6 inches prior to
placement of topsoil. The soil shall be made loose and friable.
2. Remove rock., and other objects over 2 inches diameter.
13. Top&oil:
I. In areas scheduled for seeding or sodding of lawn place topsoil from
stockpile to minimum depth of 4 inches over all areas.
2. In areas scheduled for ornamental groundcovers, place topsoil to 2 inch
3. Do not place topsoil on slopes exceeding 3,1 gradient.
C. Incorporation of Soil Amendments, ·
I. Place additives uniform!~ in accordance with specifications and
Landacape Architect's direction per soil test results and recommendations
and incorporate to depth of I inch bg raking or other approved method.
2. Rake, drag, roll and smooth the surface until free of hollows and ridges
and it conforms lo established grade plus or minus I inch in 10 feet.
3. Applg pre-emergent herbicide control in accordance with \he
manufacturer's recommendations and an~ applicable governmental agencg.
D. Finish grade,
I. Upon completion of rototilling and topsoil placement, all areas shall be
watered to settle soil.
2. 11.hen the soil has dried sufficientlg to be readil~ worked, a II lawn and
planting areas shall be graded to previous!~ established grades.
3. Grades not otherwise indicated shall be uniformlg level or sloping
between points where elevations are given. Finish grade shall be smooth,
even, uniform plane without abrupt change of elevation
4. Soil areas adjacent to buildings shall slope awa~ from the building to
allow for a natural run-off of water, and surface water shall be directed as
indicated on the drawings b~ remodeling surfaces to facilitate the natural
run-off of water.
!:>. Low spots and pockets shall be graded to drain proper!~, maintain 2%
minimum slope.
6. Finish grade of all planting areas shall be brought flush with curbs and
paving to assure positive drainage over the surface.
1. Minor adjustments of finish grades shall be made at the direction of the
Landscape Architect, if re9uired.
3.4 CLEANUP
A. Immediate!~ clean up spills, soil, conditioners on paved and finished
surface areas.
B. Remove debris and excess materials from project site.
END OF SECTION
SECTION 024':II
PLANTING TREES, SI-IRUBS AND GROUNDC0\1:R
PART I -GENERAL
I.I DE5CRIPT I ON
A. Work included: Provide all labor, materials, and equipment required to
complete work indicated on Drawings, complete in place and approved,
including but no\ necessaril~ limited to:
I. Purchase of plants
2. All planting, including ground cover
3.-lnspection and certifications
4. Guarantees
5. Clean up
6. Staking
6. Related work:
I. Documents affecting work of this Section include, but are not necessaril~
limited to, General Conditions and other Sections of these Specifications.
2. Section 02441, Irrigation s~stem,
Section 02481: Soil preparation and finish grading.
11 QUALi TY ASSURANCE
Work shall be performed in accordance with best standards of practice
relating to various trades under continuous supervision of competent
foreman, capable or interpreting Drawings and Specifications.
13 EXISTING SITE CONDITIONS
A. Prior to excavation for planting or placing or stakes, locate all
electric cables, conduits, sprirkler valves, all utilitg lines so that proper
precautions mag be taken not to damage such improvements. In event of
conflict between such lines and plant locations, prompt!~ notif~ Landscape
Architect who shall arrange for relocation for one or other. Failure to follow
this procedure places upon Contractor responsibilit~ for /at his expense/
making an~ and all repairs for damage resulting from work hereunder.
B. Verification of dimensions: All scaled dimensions are approximate.
Before proceeding with an~ work, Contractor shall carefull~ check and verif~
all dimensions and quantities and shall immediate!~ inform Landscape
Architect of ang discrepancg between Drawings, Specifications and actual
conditions. No work sha II be done in an~ area where there is such a
discrepancg, until approval for ,ame has been given bg Landscape
Architect.
1.4 SCI-IEDULING/SEQJENCING
A. After soil has been prepared as called for in Section on soil
preparation, irrigation s~stem has been installed, tested, and conditions are
favorable to plant, Contractor sha II request approva I to start planting from
Landscape Architect.
B. Irrigation and landscape work ma9 be done concurrentlg, however,
planting work ma~ no\ start in an~ section prior to inspection and approva I
of irrigation work.
1.5 SUBSTITUTIONS
A. No substitutions from specified plant materials will be permitted, unless
,ubslilute materia Is are approved in advance b~ Cit~ Inspector and LA, and
substitutions are made at no additional charge to Owner. If accepted
substitute materia Is are or less value than those indicated or specified,
contract price will be adju.ted in accordance with provisions of contract.
1.6 SUBMliTALS
A. Source of materials shall be furnished if reciuested b~ o.uner or
Landscape Architect.
13. In addition to ang other certificates specified, Contractor shall furnish a
certificate with each deliverg of bulk material stating source, quanlitg, t~pe
of material, and that material conforms to Specification. These certificates
shall be submitted \o Landscape Architect prior to start of maintenance
period if reciuired b~ Owner.
1.1 GUARANTEE AND REPLACEMENT
A. All plantings shall be guaranteed for time period specified in Planting
Notes. An~ material not growing proper[~ during this period shall be
replaced bg Contractor within seven /1J da9s of receipt of written notice bg
Landscape Architect. Contractor's guarantee ma~ be extended in cases
where plants are slow to establish If Contractor fails lo make replacements
within the time limit, Owner mag replace them at Contractor's expense after
dul~ notifging him.
PART 2 -PRODUCTS
2.1 PLANT QUANTITIES AND TYPES
A. Plant materials shall be furnished in quantities and/or spacing as shown,
or noted for each location, and shall be of species, kinds, sizes, etc., as
s~mbolized and/or described in Plant Legend on Drawings.
22 PLANT MATERIAL STANDARDS
Plant material indicated on Drawings and herein specified shall conform to
following,
A Nomenclature, Plant names listed in Plant Legend confonm to 'Standard
Plant Names' established b~ American Jok1t Committee on 1-lorticultural
Nomenclature, except for names not covered herein, with which custom of
nurserg is followed.
B. Condition: Plants shall be S!Jll1metrical, t9pical for varie\~ and species,
sound, health:J, vigorous, free from plant disease, insect pests or eggs, shall
have health!J, normal root s~slemsl well filling their containers, bu\ not \o
point of being root bound. Plants shall not be pruned prior to deliver~,
except as authorized b~ Landscape Architect. In no case shall trees be
topped before deliver9.
C. Dimensions: 1-leight and &pread of plant material shall be measured with
branches In normal position and shall be as indicated on Drawings. caliper
of tree& shall be measured 2'-0' above surface of ground. Urere caliper or
other dimensions of an~ plant materials are omitted from 'Plant Legend', it
shall be average stock for t~pe listed.
APPROVED FOR PLANTING
AND /RR/GA TION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
D. Inspection, All plant materials shall be subject to inspection and
approval b~ Landscape Architect before planting. All plants supplied to
project /whether planted or not/ are subject lo rejection b~ Landscape
Architect.
E. Plant li,t: As indicated on Planting Plan.
F. Size& or plants, Shall be as stated in Plant Legend. Container stock /1,
5 and 15 gallon/ &hall have been grown in containers for period of time
sufficier,t to develop root growth sufficient to hold soil ball together to
side and bottom of container in which it was delivered.
G. Plants not approved: Remove from site immediate!~ and replaced with
suitable plants. Landscape Architect ma9 reject entire lot of plants
represented b~ defective samples.
23 SOIL CONDITIONS -see Sections on grading, drainage, and soil
preparation standards.
PART 3 • EXECUTION
3.1 PLANTING · GENERAL
A. Relative position of all trees and plants)s subject lo approval bg
Landscape Architect and theg shall, if necessarg, be relocated as directed
as part of contract.
6. Plant pits shall be minimum width 2x larger than root ball. If percolation
is such that water will not drain from hole overnight, Contractor shall take
caution not to over water plants.
C. Plants shall be set so that, when settled, toog bear same relation to
reciuired grade as t~ bore to natural grade before being transplanted.
Each plant shall be planted in center of pit, backfilled with prepared soil!
unless otherwise specified. No soil in mudd9 condition shall be used on
backfilling. No filling will be permitted around trunks or stems. All broken or
fra9ed roots shall be properlg cut off.
D. Plants shall not be allowed to drg out before or while being planted.
Keep exposed roots moist b9 means of wet sawdust, peat moss, of burlap at
all times during plant operations± do not expose lo air except while being
placed in ground. Wilted plants, whether in place or not, will not be
accepted and shall be replaced at Contractor's expense.
E. Landscape Architect shall make periodic inspections during planting.
An~ plants not properlg handled, spotted or planted shall be subject to
re:noval and replacement.
F. In event that underground construction work or obstructions are
encountered in planting operation, alternate locations will be selected
b~ Land&cape Architect. Location operation will be done at no extra
cost lo Owner.
32 PLANTING OF TREES
A. Specimen trees sha II be approved bg the Landscape Architect within
30 dags of the award of cor,tract or 48 hours before deliver~, whichever
comes first. An9 specimen trees delivered \o the job-site damaged or
changed from the written approval are subject lo rejection.
6. No trees I!; gallons and over shall be planted in a hole that
will not naturallg drain overnight after having been half-filled with
water. Tests shall be conducted to make this determination and
Land.cape Architect notified of this condition prior to planting.
C. All specimen, occurring in sodded or ground cover areas shall be
planted before fina I preparation of those areas.
D. Stake and gu9 a II trees indicated on the plans and/or as reciuired to
promote optimum stabilitg.
33 PLANTING SI-IRUBS AND VINES
A. All vines shall be removed from stakes, untied, and secure!~ fastened in
an approved manner to wall, fence, or other surface next to which theg are
planted.
13. 5et plants in center of pit, in vertical position, so that after allowing for
watering and settling the crown of root ball shall bs I' above surrounding
finish grade to prevent waler accumulation a\ the crown_
3.4 INSTALLATION OF GROUND C0\1:R
A Plant ground cover in area, designated on plans.
13. Ground cover stored on the site sha II be kept moist and free of
insects and weeds.
C. Ground cover sha II not be planted until inspected b~ Landscape Architect.
D. Grollld cover planted from flats shall be planted with flat soil intact
with roots.
SOD PLANTING
A. Remove rocks, weeds, debris from areas to be sodded. Work up soil to a
depth of 6 inches and break up all clods.
6. Carefullg smooth all surfaces to be sodded. Roll area to expose soil
depressions or surface irregularities. Regrade as required.
C. Spread turf fertilizer, 16-20-0 / or similar J onto soil even!~ at a rate or I lb.
per 100 sci. fl. of lawn area. Rake in light!~. Be sure soil is level and smooth
before !aging sod. Do not la~ ,od onto bone drg soil.
D. Lag first strip of sod slabs along a straight line. Use a string in irregular
areas. 13utt joints tight!~, do not overlap edges. On second strip, stagger joints
much as in !aging masonrg. Use a sharp knife \o cut sod to fit curves, edges, sprinkler
heads.
E. Do not la~ whole lawn before watering. ILi-en a proper[~ large area has been
sodded, water light!~ to prevent dr~ing. Continue to la~ sod, and to water until
installation is complete.
F. After la9ing sod, roll lightl9 to eliminate irregularities and to form good
contact between sod and soil. Avoid heav~ roller or excessive initial watering
which mag cause roller marks.
G. Water the completed in,tallation thoroughlg. Cgcle irrigation to achieve
saturation to 8' deep. Repeal irrigation at intervals necessar~ to maintain moist soil
until lawn is rooted into substrate. After sod is established, decrease frequen~
and increase amount of water per application as necessarg.
1-1. Replace all dead or dging sod with same varie9 of material as originall~ installed.
3.5 FERTILIZER
A. Install chip t~pe Fertilizer Tablets per the planting notes.
3.6 WATER BASINS ·
A. Prepare raised water basin as wide as plant balls at each plant. Water
thoroughlg, backfilling ang voids with additional prepared planting mix. Do
not basin flat sized plants. Remove all basins prior to planting of lawn and
ground cover.
3.1 MULCI-I
A. Contractor to install 3' thick la~er of srreaded nitrolized redwood bark
mulch in all non-turf areas less ste..cp than 3:1. Submit mulch sample to Cit~
Inspector and Landscape Architect for approval prior to bulk deliver9 to job site.
3.8 WATERING:
A. lmmediatelg after planting, water shall be applied \o each tree, shrub
and vine, bg means or a hose. The water shall be applied in a moderate
stream in the planting holes and until the material about the roots is moist
from the bottom of \he hole to the top or the ground.
6. Following the planting of ground cover plants, furnished in flats, each
plant shall be immediate!~ and thorough!~ watered.
C. Plants not efficientlg watered with existing waler s~slem, sha II be
watered with hose.
D. Applg water in sufficient quantities, and as often as seasonal conditions
reciuire to keep the ground moist at all times to the depth of the root
s9stem of grass and plants.
3.':I PROTECTION
Contractor shall carefullg and continuouslg protect areas included in
contract± including plant materials, fences, supports, etc., until final
acceptance b~ Landscape Architect.
3.10 CLEAN UP
Upon completion of Work in this Section, remove rubbish, trash, and debris
resulting from operation. Remove disused eciuipment and implements of
service and leave entire area involved in a neat acceptable condition such
as to meet approval of Landscape Architect.
3.11 MAINTENANCE
A. Maintain all planting areas in a vigorous, tfriving condition bg watering,
cultivating, spra~ing, washing off walk.s, and ar,~ other necessar~ operations
during the entire period or installation and until final acceptance bg
Landscape Architect.
B. Calendar, Maintenance period shall be calculated from final
acceptance bg Land&cape Architect.
C. Improper maintenance which ma9 cau.e the poor condition or planted
material at termination of the scheduled contract period will cause
postponement of final acceptance of work. Maintenance of all areas shall
continue at no additional cost to Owner until all work is accepted.
D. All areas shall be kept free of debris and all areas shall be weeded
and cultivated at intervals of not more than ten (10/ da~s after ang area has
been completed.
E. The Landscape Contractor shall be responsible for maintaining
adeciuate protection of all areas. Damaged areas shall be repaired
im:nediatelg at the Land&cape Contractor's expense.
F. Post fertilize all areas after thirt9 !30! and ninetg !~! dags of
maintenance with twent~ (20J pounds per 1,000 square feet or post-planting
fertilizer.
G. After thirtg /30/ da~s, all weeds shall be removed b~ hand after
watering lo assure root removal. Application of D~mid and Treflan l:ir equal
pre-emergence weed control shall be applied when in opinion of Landscape
Architect project is infested with weed seed and further weeding will
become an unnecessarg burden to Owner.
1-1. Contractor shall call for an inspection after each thirt~ /30J da~5 of
maintenance.
I. Maintenance shall continue for period specified on Plar,ting Notes.
END Or SECTION
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LANDSCAPE PLANS:
PLANTING
SPECI Fl CATIONS
APPROVAL SET
DATE
2/19/07
SHEET
L~ 5
,----,---,----------------,---,----.----,---.-----_-_-_-_-_-_-_-_-_-_-_ ----===========::-::=====~
~3 CITY OF CARLSBAD I SHEETS I
1-----t---1-------------------+----1------t-----t-----l ~ ENGINEERING DEPARTMENT 1 3
l-----+--1-------------------+----f----l----+----l
LANDSCAPE PLANS FOR:
"AS BUILT" MEDIAN LANDSCAPE IMPROVEMENTS
EUCALYPTUS LANE
RCE___ EXP. ___ _ DATE
CRESTVIEW DRIVE
APPROVED: -c.----~ .Al~~;;;;====_=;= //4=~
l----+----l'---------------1------1---l----+---I "'"-'l</~l'I EJ<P '17./,,., DAVID A. HAUSER flJL"l. <>7
Cm' ENGINEER DATE RCE 33081 EXPIRES 6-30-08
REVIEWED BY: OWN BY: ---1 PROJECT NO. I DRAWING NO.
DATE 1N1T1AL ,__DA_J_E ~1_N1_T1A_L __ DA_TE~_1N_rn_AL_, "C!.'!.H!!.!KDc!...E.BY-'--':-=G=v=p= MS 04_ 18 440_98 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~VWD BY: . ~------------_ __,_.;.;.IN;..;;S.;...PE;;;..;C;_TO;;_R-'------.. _____ _JD~A~TE~_Jt:::_::::_:::_::::i ____ _::__::_ _________ _l_'.:~:.._:::::::_1._::.:_..:=.::::.Jl...::::::::::::::::;::::;:::==:'...======