HomeMy WebLinkAboutDWG 456-1; CT 04-05; VISTA LA COSTA; 01-06GENERAL NOTES
1. !HIS Pl.AN SUPERSEDES ALL O!HER PLANS PREl10US/.Y APPROV£0 BY !HE CITY
OF CARLSBAO RECAROINC IMPRO'IEMENTS SHOWN ON lHIS SET OF Pl.ANS.
2. APPROVAL OF lHIS PLAN orxs NOT LESSEN OR WAIV£ ANY PORTION OF !HE
CARLSBAO AIUNIC/PAL COD£, RESOLUTION OF CONlJ!TIONAL APPROVAL. CITY
STANOAROS OR OTHER AlJO!TIONAl OOCUAIENTS LISTEO HEREON AS THEY MAY
Pl:RTAIN TO !HIS PROJECT. !HE ENGINEER IN RESPONSIBLE CHARGE SHALL
REl1SE THESE PLANS WHEN NON-CONFORMANCE IS O!SCOV£REO.
.I CITY APPROVAL OF Pl.ANS orxs NOT REL/EV£ THE 0£V£LOPER OR ENC/NEER-
OF-WORK FROAf RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS 0/SCO'IEREO OUR/NG CONSTRUCTION. All PLAN REl1SIONS SHAU
BE PROAfPIZ Y SUB/I/T7Ef} TO THE CITY £NC/NEER FOR APPROVAL.
4. A RIGHT-CF-WAY PERMIT FROM THE CITY £NC/NEER ilfll BE REQUIRED FOR ANY
WORK IN !HE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/RCA TE OF INSURANCE MUST BE fll£[) NAMING !HE CITY OF CARLSBAlJ AS
AN AOO!TIONAL INSURED ON !HE Pl:RM!TTEE'S POI.ICY IN THE MIN/MUii AMOUNT
OF S,,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRIT/Nil THE POLICY MUST HA V£ A RA TIN/; CF ':4 • OR BETTER ANO A SIZE
CATE/lORY OF C/..ASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RAT/Nil /lU/0£
5. NO WORK SHALL BE COM/1£NC£[) UNlll All PERMITS HA V£ BEEN OBTAINED FRO/I
TH£ CITY ANO OTHER APPROPRIATE AGENCIES.
6. REl1SION OF THESE PLANS MAY BE REQUIRFO IF !HF PROPOSEO IIIPRO'IEMENTS ARE
NOT CONSTRIJCTEO PRIOR TO THE DEADLINE DATE OF !HE /MPRO'IEMENT AGRFE!.IENT.
1. NO REl1SIONS Mil BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE Cl TY ENC/NEER, NO TED WI !HIN THE REl1SION BLOCK, ON TH£
APPROPRIATE SHEET OF THE Pl.ANS AND TIIZE SHEET.
8. ORIC/NAl DRAl'r!N/lS SHAU BECOME THE PROPERTY rF THE CITY UPON BEING
SIGNED BY THE CITY £NC/NEER.
9. THE ORIC/NAL DRAl'r!NG SHALL BE REl1SED TO REFLECT AS-BUILT CONDITIONS BY TH£
ENGINEER-CT-WORK PRIOR TO flNAl ACC£PTANCE CT THE WORK BY THE CITY.
10. ACCESS FOR FIRE ANO OTHER £!.IERGENCY VU/ICLES SJ/ALL BE MAINTAINED TO
TH£ PRMCT SITE AT All TIMES OUR/Nil CONSTRUCTION.
II. MIER£ TRENCHES ARE l'r!THIN CITY EASEMENTS, A SOILS REPORT COMPRISE[) {Y":
(A) SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND (C) COI.IPACTION
CURVES. SHALL BE SUBMITTED Br A PROFESSIONAL ENGINEER OF !HE STA TE er
CALIFORNIA, PR/NC/PALLY DO/Nil BUSINESS IN !HE flFLD OF APPLIED SOILS
IIECHANICS. !HE SOILS REPORT HflJ. BE SUBMITTED TO THE CITY ENC/NEER/NC
INSPECTOR WITHIN TWO WORK/Nil DA rs OF CO!.IPl.£TION OF flELD TESTS. THE
WRITTEN flELD COAfPACTION REPORT(S) SHALL BE IMIIEOIATELY SUB/I/T7Ef} TO
!HE CITY ENC/NEER/Nil INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCTION Mf£l/N(i SHALL B£ HELO AT THE SITE PRIOR TO TH£ BECINNING
OF WORK AND SHALL BE A TTENOE!) BY ALL REPRESENTATIVES RESPONSIBLE FOR
CONSTRUCTION. INSPECTION. SUPFRl1SION. TEST/NC AND ALL OTHER ASPECTS OF
THE WORK, THE CONTRACTOR SHALL SCHEDULE THE !.IEETINC BY CALL/NC !HE
INSPECTION LINE AT {760) 438-3891 AT LEAST flVF(5) WORK/NC OA rs PRIOR TO
START/NC CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEOLILINC.
I.I ALL INSPECTION REQUESTS OTHER THAN FOR THE PRECONSTRUCTION l,{[El!N(i HfLL BE
MADE BY CALL/NC THE ENGINEER/NC 24-HOUR INSPECTION REQIJEST LINE AT
{760) 438-3891. INSPECTION REQUESTS MUST BE RECE!VFD PRIOR TO 2·00 P.Af.
ON !HE OAY BEFORE !HE INSPECTION IS NEEDED. INSPECTIONS Will BE IIADE
THE NEXT WORK OA Y UNLESS YOU REQUEST O!HERWISE. REQUESTS MAO£ AFTFR
2.· 00 P.M. HILL BE SCHEDULED FOR TWO FULL WORK OA I'S LATER.
1-1. THE OWNER AND/OR APPLICANT THROUGH THE 0£V£LOPER ANO/OR CONTRACTOR
SHALL OESIIJN, CONSTRUCT ANO MAINTAIN ALL SAFETY 0£11CES. INCLUDING
SHOR/Nil, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL.
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS' ANO REGLILAT/ONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 5705 Br SUBlllmNG A
DETAIL PLAN TO THE CITY ENC/NEER ANO/OR CONCERNED AGENCY SHOWING THE
DESIGN OF SHOR/Nil, BRACING SI.OPE OR OTHER PROl1SIONS TO BE MADE OF
WORKER PROTECTION FRO/I !HE HAZARD OF CAl1NG GROUND DURING THE EXCAVATION
OF SUCH TRENCH OR TRENCHES OR DUR/NC THE PIPE INSTALLATION THEREIN. THIS
Pl.AN MUST BE PREPARED FOR All TRENCHES flVE FEET (5J OR MORE IN DEPTH
AND APPRO'IEO BY !HE CITY ENC/NEER ANO/OR CONCERNED AGENCY PRIOR TO
£XCA VA 7ION. IF THE Pl.AN VARIES FROM TH£ SHORING S/'STE/1 STANDARDS ESTABLISHED
BY THE CONSTRUCTION SAFETY ORDERS, Till£ 8 CALIFORNIA A0/1/NISTIIATl'.E
CODE. THE PLAN SHAlL BE PREPARED BY A REG/STEREO ENGINEER AT THE
CONTRACTOR'S EXPENSE. A CC¥>Y OF THE OSHA EXCAVATION PERMIT MUST BE
SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCO'IERED WITHIN ANY WORK ZONE
OUR/Nil CONSTRIJC TION. OPFRA TIONS ML£ CEASE IMMEO/A TEL Y. ANO THE
PERMITTEE WILL NOTIFY THE CITY ENC/NEER. OPERA T/ONS WILL NOT RESTART
UNlll THE PERMITTEE HAS RECEI VEO WRITTEN AU!HOR!TY FROM THE CITY
ENGINEER TO [)0 sa
11. ALL OPERATIONS CONOIJCTEIJ ON THE SITE OR AOJACENT !HERETO. tNaUO/NG WAR/I/NC
/JP, REPAIR, ARRIVAL. DEPARTURE OR OPERA 7/0N OF TRIJCl(S. £AR!HM014NG
EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED GRAOINC
[OU/PAl[N T SHALL 8£ UAl/lEO TO TH[ PERIOD B[TJl[[N 7: 00 A.Al. ANO SUNS[T [ACH
OA r, MONDAY THROUGH FRIDAY ANO NO EAR THMO 14NG OR CRAOING OPERATIONS SHALL
BE CONDUCTED ON HEEKENDS OR HOL/OA YS. (A LIST OF CITY HOL/OA I'S IS
AVA/lABLE AT !HE ENC/NEER/NC DEPARTMENT COUNTER.)
18. ALL Off SITE HAUL RQ/JlfS SHAlL BE SUBMIVfQ Br THE CONTRACTOR TO THE
CITY ENC/NEER FOR APPROVAL TWO FULL WORK/NC DA I'S PRIOR TO BEC/NNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBI,£ FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HALIL ROUTE OR ADJACENT STREETS AS A RESLILT (F THE
GRAD/NC OPERATION.
19. NO BLASTING SHALL BE COMMENCED l'r!THOUT A CITY ENC/NEER APPROV£lJ
BLASTING PROGRAM.
20. THE EXISTENCE ANO LOCATION CF UTILITY STRUCTURES ANO FACILITIES SHOWN
ON TH£ CONSTRUCTION PLANS HER£ OBTA/NEJ) BY A SEARCH OF THE AVAILABLE
RFCOROS. ATTENTION IS CALLEO TO TH£ POSSIBLE EXISTENCE OF O!HER
1/TILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FRON THAT SHOWN ON THE Pl.ANS. TH£ CONTRACTOR IS REQUIR£0 TO TAK£ DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE Pl.ANS ANO
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SJ/OWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF All EXISTING FACILITIES
(ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE S//FFICIEN!LY
AHEAD OF !HE CONSTRUCTION TO PERMIT !HE REl1SIONS OF THE CONSTRUCTION
Pl.ANS IF IT IS FOUNO THAT THE ACTUAL LOCATIONS AR£ IN CONFLICT Wl!H
!HE PROPOSEO WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTEIJ 1/TIUTY COMPANIES {SE£ BELOW} AT
LEAST TWO FULL WORK/NC OA I'S PRIOR TO STARTING CONSTRUCTION NEAR !HEIR
FACILITIES ANO SJ/ALL COOROINA TE WORK 111TH A COMPANY REPRFSENTA Tl'IE.
UNDERGROUND SERl1C£ ALERT
SOC&£
PAC!f/C BELL
TIii£ WARNER CABLE COI.IMUN/CA TIONS
COX COMMUN/CA 7/0NS
CITY OF CARLSBAD (STREETS ANO STORM DRAIN)
CITY OF CARLSBAD (SEHER, WA !ER &-RECYCLED WATER)
O'Day Consultants, Inc.
l-800-422-41J3
1-800-660-7343
1-800-892-0123
(760) 438-7741
(760) 806-9809
(760) 43,(.-2980
(760) 438-2722
STREET NOTES IMPROVEMENT PLANS
/. ACTUAL STRUCTURAL SECTIONS Mll BE DETERMINED AFTFR 7?" VALUE
TESTS HA ff: BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE
OF CALIFORNIA, PR/NC/PALLY 00/NG BUSINESS IN THE f/£LD OF APPL/EO
SOil /IECHAN!CS. ON !HE PREPARED BASEMENT SOIL TH£ 7?" VALUE TESTS
AND THE ENGINEERED STR//CTURAl SECTION MUST BE SUBM/T7EI) TO THE
ENC/NEERING INSPECTOR FOR REl1EW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING OA I'S BEFORE THE WORK BEGINS.
2. STREFT LIGHTS SJ/All BE INSTALLED AS SHOWN ON THESE Pl.ANS, UNOERCl?OUNO
CONOU/T RUNS, SERl1CE POINTS ANO HANlJ-HOI.ES SHALL BE SHOWN ON 7H£
"AS-BL/IL r PLANS. NO DIRECT BURIAL STREET LIGHT FOUNOA TIONS MLL BE
ALLOHEO. ALL LUMINARIES SHAU BE ·cur OFF" TYPE.
.I ALL UNDERGROUND UTILITIES ANO LATERALS SJ/ALL BE INSTALLED PRIOR TO
CONSTRUCTION rF CURBS. CROSS GUTTERS OR SURFACING (F STREETS.
,I, STORM ORAIN PIP£ SHALL BE REINFORCEO CONCRETE PIPE WITH A MINIAIUAI
0-LOAD OF 1,350. FOR PRIVATE STORM ORAIN PIPES. UP TO 15" Pvt' MAY BE
UTIL/ZFO PROl40ED DEPTH IS LESS THAN 15 FEET AND BACKFILLED M!H
3/-1" ROCK PER SORSO S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 30J~
FOR SOR 35 SOLID WAL£ PIPE.
5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACEO Wl!H
PROPERLY CO/IPACTEO SOILS. IN OTHER AREAS THE PIPE Mil BE PLUGGEO
MTH CONCRETE OR R£/IO'IED AS APPROVED BY TH£ CITY ENGINEER.
6. WHffiCHAIR RAMPS SHAil BE INSTALLED PER REQUIREMENTS CF T/11.£ 24,
CALIFORNIA AOMINISTRA TIVE CODE.
7. STREFT TREES SJ/ALL BE INSTALLED PFR SECTION IV 0.3 OF TH£ CITY
(F CARLSBAD LANDSCAPE MANUAL
8. flRE H)1)RANT MARKERS SHALL BE Pl.ACED IN THE STREET llf!HIN THE LIMITS
OF WORK OF THIS PLAN Pl:R SORSO 0/Wl M/9.
9. ALL SURVEY MONUMENTS ANO POINTS !HAT ARE DISTURBEO BY THIS WORK
SHALL BE REESTABLISHED, Pl:RPETUA TEO. ANO OOCUMEN TEO PER !HE
PROFESSIONAL LAND SURVEYORS ACT.
lo. TWO (2) SETS OF SUR'IEY {CUT} SHEETS SHALL BE PROl10£D TO THE CITY
ENC/NEERING INSPECTOR.
LWO SEWER NOTES -SEE SHEET J
WATER NOTES
/. WATER ANO RFCYCLEO WATER MAIN AND APPURTENANCES SJ/ALL BE CONSTRUCTED
IN ACCOROANC£ WITH !HE ·arr OF CARLSBAD ENC/NEERING STANDARDS"
(LA TEST EDITION) VOLUMES 2 &-.I
2. TH£ CONTIIACTOR SHALL OBTAIN AN EXCAVATION PFRIIIT FRO/I THE D/14SION
OF INOUSTRIAL SAFETY AND PROl10£ PROOF OF OSHA NOT/RCATION BEFORE
ANY EXCAVATION ANO SHALL ADHERE TO ALL PROl1SIONS CF !HE STA TE
CONSTRUCTION SAFETY ORDERS.
.I BEFORE ANY CONNECTION OR SHUT DOWN OF VAL'IES ON EXISTING C.11.W.O.
LINES. A PERMIT SHALL BE OBTAINED FROM THE C.11. W.O. IYFICE ANO A/UST BE
SIGNEJ) AND APPRO'IED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER ANO
THE UTILITY OPERATIONS PUBLIC WORKS MANAGER.
~-A PRECONSTRUCTION CONFERENCE IIEETINC SHALL BE HELD A MINIMUM rF SEVEN
DA I'S BEFORE CONSTRUCTION BEC/NS. CONTACT CITY OF CARLSBAD £NC/NEERING
INSPECTION DEPART!.1£NT-(TELEPHONE NO. [760] ~38-3891) FOR SCHEDULING.
5. TH£ CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENC/NEERING INSPECTION
DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO !HAT INSPECTION MAY BE
PROl10£0. TELEPHONE NO. (760) 438-3891.
6. NO TREES OR STRUCTURES SHALL BE ALLOHEO IN THE WA !ER LINE EASEMENT.
All EXISTING TREES ANO STRUCTURES SHALL BE REMOVED PRIOR TO
COM/1£NC£11£NT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
Pl:RMISSION FROM THE CITY rF CARLSBAD DEPUTY ENGINEER.
1. ALL BURIED COPPER PIPING AND APP/JRTENANC£S SHALL BE PRO!ECTEIJ BY
MEANS OF CATHOOIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT ANO lJEMONSTIIATES THAT PROTECTION CAN BE PERFOR/IEO IN
ANOTHER MANNER, THE DEPUTY ENC/NEER HILL CONSIDER AN Al TERNA TIVE
FORM OF PROTECTION.
8. TH£ EXACT HORIZONTAL ANO VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF
THE flRF LINE UXA TED BETIIEEN TH£ DETECTOR CH£CI( VAL 'IE ANO BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAO f/RE MARSHAL
9. All POTltBLE WATER ANO RECYCLED WATER SERl4CES SHALL BE I• AND ALL
METERS SHALL 8£ 5/8" (UNLESS OTHERWISE NOTED ON PLANS)
10. ALL WATER METER BOXES Sf/All BE 17" x JO" x 12• PO/.!UER CONCRETE AS
IIAN/JFACTUR£D BY ARMORCAST OR EQUAL.
11. MIN/MUii SPACING BETWEEN POTABLE WATER /Alm4LS ANO SEWER SERVICES
SHALL BE IO FEET.
12. !HE TOP OF WATER METER BOXES SHALL BE flUSH WITH THE flNISHElJ
SURF.4CE GRADE.
13. CONSTRUCT/ON OF WATER MAINS ANO RFCYCLEO· WATER /IA/NS SHALL ADHERE TO
1H£ "cRITERIA FOR THE SEPARATION OF WATER /IA/NS ANO SAN/l4RY SEWERS"
PIIBLISHEO BY THE STltlE OF CALIFORNIA '.5 DEPARTMENT OF HEALTH SERl1CES.
14. AX/Al DEflECTION AT TH£ PIP£ JOINTS ARE NOT ALLOWED. THE USE OF A
HIGH-0£fl£CTION COUPLING AT A PIPE JOINT AMY BE PER/1/TTFO BY THE
INSPECTOR ON A CASl' BY C4SE BASIS NOT TO EXCEED -I DECREES TOTAL
DEFLECTION PER COUPLING (2 DECREES/EACH CASKET}. USE CERTAINTFEO
"v!N't1.-IRON" H.lJ. FOR C900. .
OWNER:
ABEDI FAMILY TRUST
SHAH/A ABE/JI
22892 OCEAN BREEZF WAY
IAGUNA NIGUEL. CA 92577
(949) 831-414,(.
2710 Loker Avenue
Suite 100
Carlsbad, California 92010
760-931-7700
Fax: 760-931-86BO
VISTA LA COSTA
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AAI THE ENC/NEER OF WORK FOR THIS PRMCT, THAT
I HA 'IE EXFRC/SElJ RESPONSIBLE CHARGE O'.ER THE DESIGN CF THE PROJECT AS
/J£F1NEO IN SECTION 570J OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE Cl/EC!( OF PRO.ECT DRAWINGS AND SPECIRCATIONS
BY THE CITY OF CARLSBA/J DOES NOT RELIEVE ME, AS ENC/NEER OF Htl'i'K,
OF MY RESPONSIBILITIES FOR PRMCT DESIGN.
OVAY CONSULTANTS, INC.
2710 LOKER A VENUE HEST, STE 100
CARLSBAD. CALIFORNIA 92010-6509
(760) 931-7 '00
rJJJv1 j A~ DATE: 1..(1,a~
IIARGA!fl!l N. CARROl.l
R. C.E. V/). 45935 EXP. 9/30/09
SHEET INDEX
SHEET Na OESCRIP TION
I
2
J
,(.
5
6
T/11.£ SHEET
INDEX IIAP
STREET SECTIONS &-DETAILS
STREET IMPROVEMENT Pl.ANS
WATER Pl.ANS
LEUCADIA WATER 0/STR/CT SEHER Pl.ANS
REFERENCE DRAWINGS
OWG. l-5548 CRAlJINC PLANS FOR LA COSTA SOUTH UNIT Na 5
DWG. r11. 2694-5 GIBRALTAR STREET /IIPROVEIIENT PLANS IN LA COSTA SOUTH UNIT Na 5
OWG. -156-1A GRADING Pl.ANS FOR 11STA LA COSTA
OWG. 455-1L LANOSCAPI: Pl.ANS FOR 11STA LA COSTA
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAOBJ, ZONE 6,
1991.35 EPOCH GR/0 BEAR/NC BETIIEEN flRST ORDER POINTS asB-020 &-
Cl.SB-02-1 PER RECORD rF S/JR'IEY NO. 17271, IE. N63-,,7'49T.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE Pl.ANS WAS GENERATED BY AERIAL SURVEY IIETHOIJS
FROAf INFORIIA TION CA THERED ON OCTOBER I 1, 200J BY SAN-LO AERIAL SUR'IEYS.
TOPOGRAPHY &-EXIST/NC UTILITIES ON C/BRALTAR ST. ANO AT !HE SITE SJ/OWN ON
THESE Pl.ANS AND VER/flEO BY FIELlJ SURVE/'S ME!HOIJS GATHERED ON
/IAY 24 2003, MARCH 28th, 29th ANO APRIL II, 2007 BY ODAY CONSULTANTS.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
THE PRO.ECT IS LOCATE!) Wl!HIN ASSESSOR'S PARCEl. NO'S 216-290-20,
215-290-21 &-216-290-~7
THE CALIFORNIA COOROINA TE INDEX OF THIS PRO.ECT IS.·
N 334 £ 1695
LEGAL DESCRIPTION
ALL rF LOTS 376 ANO 377 OF LA COSTA SOUTH UNIT Na ~ ACCOROING TO MAP
THEREOF Na 6600, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY ON MARCH 10, 1970 AND THAT PORTION OF THE NORTH HALF rF THE
SOUTHEAST ONE-QUARTER rF SECTION J6, TOWNSHIP 12 SOUTH, RANGE -I HEST. SAN
BERNARDINO MERIDIAN, ACCORD/NC TO OFFICIAL PLAT THEREOF, IN THE CITY OF
CARLSBAD. COUNTY OF SAN 0/EGO. STATE OF CALIFORNIA, DESCRIBED AS FOi.LOWS:
BECINNING AT THE MOST SOU!HER/. Y CORNER OF SAID LOT 376,· !HENCE ALONG THE
SOUTHHESTERLY BOUNDARY (F SAID LOT, NOR!H 21'25'35" HEST, 128.85 FEET TO
THE MOST HESTERLY CORNER OF SAID LOT; THENCE ALONG THE NORTHHESTERLY
BOUNDARY OF SAID LOT, NORTH 68"34'25" EAST, 10.00 FEET,· THENCE LEA 11NG SAID
NORTHHESTERLY BOUNDARY AT RIGHT ANC/.ES NORTH 21'25'35" HEST, 5.00 FEET,·
THENC£ AT RIGHT ANGLES NORTH 68"34'25" EAST, 84. 41 FEET; THENCE PARALLEL
/'I/TH THE NORTHHESTERL Y BOUNDARY OF SAID LOT 377 NORTH 55WJ'48" EAST, lo.77
FEET; THENCE NORTH 02"34'oo" HEST, 125. 12 FEIT,· THENCE NOR!H 68"J5'oo" EAST,
26.00 FEET; THENCE SOUTH 37"5'57' £AST, 91.00 FEET,· THENCE SOUTH 33"35'4!'
EAST, 8.75 FEET TO SAID NORTHHESTERLY LINE CF SAID LOT 377; THENCE ALONG
SAID NORTHHESTERLY LINE NORTH 55-,,0•49• FAST, 12.00 FEET TO !HE MOST
NOR!HERLY CORNER OF SA/0 LOT 371,· !HENCE ALONG THE NOR!HEASTERLY
BOUNDARY OF SAID LOT 377 SOUTH 33"35'4!" £AST, 145.62 FEET TO THE MOST
EASTERL r CORNER OF SAID LOT, SAID CORNER BEING IN THE ARC OF A 550.00 FOOT
RAO/US CURVE CONCA VE NOR!HIIESTERL r, A RADIAL LINE TO SAID CORNER BEARS
SOUTH .IJ'J5'41" EAST; THENCE ALONG THE SO/JTHEASTERL Y BOUNDARY CT SAID
LOT ANO TH£ ARC rF SAID CURVE THROUGH A CENTRAL ANGLE OF l210'o6" A
0/STANCE OF 115.81 FEET; THENCE CONTINUING ALONG SAID BOUNDARY, TO AND
ALONG TH£ SOU!HEASTERL Y BOUNDARY OF THE ABOVE IIENTIONED LOT 376, TANGENT
TO SAID CUR'IE SOUTH 68"3-1'25" HEST 121.18 FEIT TO THE POINT OF BEGINNING.
SAID PROPERTY BE/NC DESCRIBED AS PARCEL NO. 2 IN CER!lflCA TE (F COAfPl/ANC£
RECOROED ON AUG/JST 21, 198-1 AS flLE Na 84-325375, CF OFFICIAL RECORDS CF
SAN DIEGO COUNTY.
BENCHMARK:
DESCRIPTION: aSB-020 ROD DRIVEN TO REFUSAL W/ CAP IIK'/J L.S. 6215
LOCATION: 5.0 FOOT BACK CT CURB ON
THE SOUTH SIDE OF LA COSTA
A VENUE, 220 FEIT HEST OF
ROMER/A STREET
RECORD FROM: R.0.S. 17271
ELEVATION: 104.25 OA TUAI.· N. V. C.O. OF 1929
DESIGNED BY: NF, R.B. DATE: APRl. 2008
DRAWN BY: CF, IIP. SCALE: ~ SHOWN
PACIFIC
DClAN
Civil Engineering
Planninij
Processing
Surveying
PROJECT MGR.· 11.C.
ENGINEER OF WORK:
JOB NO.: 031060 LEUCADIA WASTEWATER DISTRICT
PUBLIC SEWER SYSTEt..t APPROVED
,,;:,' APfiO\IED BY: LWD 01S1RICT ENGINEER
f ~ M/-;i, -,! .. ,lot ~., DATE: 7-ff-o?J STEVE DEERING R.C.E. 26514 ' DATE
RCE: 46935 DUDEK AND ASSOCIATES EXP. 3/31/10
FOR
NOT TO
':iCAll
VICINITY MAP
NO SCALF
..
NOT£!! ,
WORK TO BE DONE
TH£ IMPROVEMENT WORK SHALL BE PERFOR!,/E/) IN ACCORDANCE WITH THE FOl.lOllfNC OOCU/IENTS,
CURRFNT AT THE TIii£ OF CONSTRUCT/ON, AS 0/RFCTEIJ BY THE CITY ENGINEER.
I. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD ENC/NEER/NC STANDARDS.
.I !HIS SET CF PLANS.
4. Pi.ANNING COAfAI/SSIONS RESOLUTION Na 5812, 5813, 5814, 58/~ 5816 DATEIJ JANUARY~ 2005.
5. !HE STANDARD SPECIF/CATIONS FOR P/JBUC WORK CONSTR//CTION (GREEN BOOK)
6. PRELIMINARY GEOTECHN/CAL EVALUATION OF LOTS 20 ANO 21, APN'S 216-290-20. 216-290-21 &-216-130-68 lJATEO JAN IJ,
2004 ANO UPlJATE DATED DEC. J, 2007 BY /l£0SOILS, INC. AND LETTER DATED JUNE 12 2008.
1. !HE SAN DIEGO AREA REGIONAL STANDARD ORAWINCS ANO AS IIAY BE MOOIFIEO BY THE CITY OF CARI.SBAO STANOAROS.
8. !HE CARLSBAD M/JNICIPAl WATER 0/STRICTS STANDARDS ANO SPECIF/CATIONS FOR WATER, AND REC/..AI/IEO WA !ER.
9. THE LEI/CAO/A WASTEWATER 0/STRICT STANDARD SPFCIFICATIONS ANO PR(}CEf)URES FOR PRIVATEJ.Y CONSTRUCTEO WASTEWATER FACILITIES.
1a STORM WATER POLLUTION PREVENTION Pl.AN (Sl'fPPP) PREPAR£0 BY O'/JAY CONSULTANTS, INC.
OA TEO OCTOBER 14 2001, /I0/0 Na 9 37C35061.I
If. STORM WA !ER MANAGEMENT PLAN (SW!.IP) PREPARED BY OVA Y CONSUL TAN TS OA TEO: APRIL 24 2008, SW/IP Aid_ ~Mr.f ~~S
12. £Nl1RONIIENTAL APPROVAL OOCUIIENT 11/TIGATEIJ NEGATIVE 0£C/..ARATION &-MITIGATION MONITORING &-REPORTING PROGRAM
Pl:R PLANNING COMMISSION RESOLUTION 5812. .
I.I THE CALIFORNIA STOR/1 WATER QUALITY ASSOCIATION {CASQIJA). STORM WATER BEST MANA/l£MENT PRACTICE,
CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, CONST/II/CT/ON SITE BEST MANAGEMFNT
PRACTICES (BIIP) MANUAL
LEGENO NOTE: QUANTITIES SHOWN HEREON ARE FOR BONO/NG PURPOSES ONLY.
ACT/JAL QUANTITIES IIAY I-MY. (
SDRSD UHLESS DESCRIPTION DWG. NO. HOTED OTHERWISE)
SUBOMS/ON 80/JNOARY UN£. . . . . . • . • • • • • • • • • . • • • • • • • • • .
R.D.W. UN£. . . . • . . • • . . . . . . . . . . • . . . . . . • • . . . . ...
6" Pvt' SEWER SOR-35 (PRIVATE} ••.••....... LW.0. S-17, S-18. •.•
~• M SEWER LATERAL (PRIVATE}. . •.••.•••• LW.O. S-11, S-18 •.••
SEWER CLEANOUT (PRIVATE}. . • • . • • • • • • • • .LW.O. S-8 . . . . . . •
SYMBOL ------
----®
----0
QUANTITY
138 LF
5 EA
2 [A
EXIST. SEWER &-ACCESSHOIE-AOJUST TO GRADE. . . . . . . • . . . . . . • • • --5----()---2 [A
EXIST/NC SEWER LATERAL •..••••••......•..........•... ------'S
e• Pvt' WATER AIA/N .••.•............. C.M.W.lJ. W-2. • • . . • • --W-- -
EXIST. WATER IIAIN. . . . • • . . . . • . . . • . . . . . . • . . . . . . • . . --w-- -
9• CATE VAll-c. • • • . . . . • • • • • • • • • . . . C.M.W.O. W-15. . ---0---
9• ENO CAP ASSEl,(81.Y W/ !HRLIST BLOCK •...•. C.M.W.lJ. W-15. . --w-~
,.,,.. TYPE • • -.< TRENCH RESURF.4C/,,~ ;4 . . . . ....... · -(3!',·2.'5 · · · · • · · · • -WhWM
6" flRE H'fDRANT ASSEAIBL Y. • • . . . • . . . . . . • C.11. W.O. W-12. . • . .
2• WATER S£RVIC£ W/2" METER &-2• REIJ/JCEO •.• C.Af.W.O. W-20 &-W-4.
PRESSURE 84CKflOW PREVENTION DEVICE
1• IIETFR FOR IRRIGATION ......••.••..... C.M.W.O. W-3 &-W-20. .
W/ 1 • BACKR.OW PREVENTER
~
---oo---@
------1D <D
2• BLOW OFF ASSEMBLY. ••••.•••••.•••• .C.M.W.O. W-6. • • • • • . ---0---W--
2• IIANIJAI. AIR RELEASE (11.A.R.). • • • • • • • • • • .C.M.W.O. W-6. . . . . . . -..... -W---
6" flRE SERVICE WITH 6" GATE VALVE &-DOUBLE •••. C.11.W.O. W-15 &-W-22 •
CHECK VAL!f' OET£CTOR ASSEl,(81.Y -
!HR/JST BLOCK. • • • . • . . . • . • • • • • • • • • • C.Af. W.O. W-15 &-W-I 9. .
CR/NO &-O'IERLA I:' . . . . • • • . . . • . . . . . . • . . • • . . . . . . • . .
5• CURB. • . . • • • • • . . . • . . . • • . • • • . .C-1. • . . . • . . . . • .
5• CURB &-GUTTER. • • • • • • • • • • • • • • • • • ,G-2. • • • • • • • • •
ALLEY DR/J,EWAY. . . . . • . . • . . . . . . • . . • . .GS-20'. . . • • . . ..
SAWCUT. . . . . . . . . . • • • . • . . . • . . . . . . • • . . • • . • • . .•
EXIST/NC CURB ,t CUTTER REMOVAL. . • . . . . . . • . . . • . . . . . . • . .
EXIST/NC SIDEWALK REMOVAL • • • . . . • . • • • • • • • • • • • • • • • • • • •
EXIST. GAS UN£. • • • • • • • • • • • • • • • • • • • . . • • • • • • • • • • •
EXIST. ELECTRIC LINE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
EXIST. TELEPHONE LINE. . • . . . • . . • • • • • • . . . . . . • . . . • . . .
PARKING LOT LIGHT (BY OTHERS) • . . . . . . • . • • • . • . . . . • . . . . •
PElJ£STRIAN RAMP. • • • • . • . . • . . . . . . • • .C-27. . . • . . . . . •
4 • PCC SIDEWALK . . . • • . . . . . . . . . . . . . . . . . • • . . . . . • . •
• AS AIOOlfl£0 BY CITY OF CARLSBAfJ ENC/NEERING SliWOAROS
" OUAN7ll/E£. SjffJf/j SHALL BE. VfRIFIFQ BY CQNTRAr.Jf1B.. m HIS...SATISf4CfJQN
17///J
_.:_. ..._:_.:.,_ ___ _
---c---
---,r---
---/---
0---
~
•
126 LF
3 EA
I [A
I EA
2 [A
I EA
I FA
2 EA
2 EA
5 £A
135 S.F.
15 LF
15 LF
470 S.F.
67LF
67LF
360 SF
2 £A
200 SF
ELECTRONIC DATA FILES ARE FOR REFERENCE
ONLY AND ARE NOT TO B£ USED Falt HQRIZ6h/Tht J
OR VERTICAL SURVEY CON!llot..
CITif.-01 CARLSBAD FIRE DEPARTMENT
REQUIREMENT~
NO. OF F.H.(S)...Lf.FLOW /f,p() G.P.M. OUT Of .l_y,H.(S).
Bl.DJ SPRINKLED ~/NO ... F.FLOW~G.P.M.
"AS-BUILT "
r-C:-A--::R-LS-:-B:-A--::D-M-U:-N-:-IC-:-l-::-PA-:-:L--:-:-W:-A,:::TE:c:R:-·o·t:1--::sc::TR:-:-IC-:-T::----1 I .. 1.--:1
------------::--:-=,------F,IRE I '
DAVID A. HAUSER DA TE
DEPUTY CITY ENGINEER R.C.E. 33081 EXP. 3/31/10
,/,,1/!-Ar'
P.E. EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
I SH1EET I CITY OF CARLSBAD l---t---+----------------t----1---;----;----t ENGINEERING DEPARTMENT ISHsSI
1---+---+----------------+----i---i----;----i
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
G: \D31060\031060-R£'1SI0NS\0360i01.dwg Jul 11, 2008 8: 0Zam
Xrefs: 03601
DATE INITIAL DATE INITIAL
OlHER APPROVAL CITY APPROVAL
/MPROVDl£NT PLANS FOIi:
VISTA LA COSTA
Tm.£ SHffT
C.T. OI-~
C.P. 04-01
Z.C. 04-09
&:P.A. Ol-14
APPROVED: DAVID 'Y-) HAUSER,, . L ~
~~'1".,/~~-~c-r"' .:3/'2-? o,; ~D=[p=u=TY-c=1TY-E=N=Gl~N=EE=R~PE 3 081 EXP. 6/30/i() .. 'DAE
DWN BY: I PROJECT NO. I DRAWING NO. ~~8 t~ . CT 04-05 . 456-1
I I
o· 5• 20·
10 40'
SCALI: 1" = 20'
LA COSTA GOLF COURSE AND
JWJJP 14984
\
\ ~
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U) ~TlNG
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S'.",,.,,,," ~
~ ',""
~____,,<.
~
~ ~'pvc SEIIFR
/ "'-PER TM 2694-5 I TO BE ABANDONED
\
I o1 1
MAP 1914
----
C4UTION !!
EXISTING HIGH PRESSURE G4S PIPE UN£
INDEX MAP
SCALE I• a, 20'
/
LA COSTA
GOLF COURSE AIVD SPA
MAP 14984
/
DESIGNED BY: N.F. R.8,
DRAWN BY: C,F-MP.
PROJECT MGR.· M.C.
ENGINEER OF WORK:
DATE: APRIL 2008
SCALE: AS SHOWN
JOB NO.: 031060
NOTE:
1. CURB SHALL HA VE THE WORDS "NO PARKING FIRE LAN£"
PAINTED UPON THEIR HORIZONTAL AND VERTICAL
SURFACES AT INTERVALS OF NOT MORE THAN
TJIENTY-FIVE FEET. LETTERS SHALL BE OF BLOCK ST'fl.£,
MIN/MUii 5" IN HEIGHT WITH A STROKE OF NOT LESS THAN
3/4" AND SHALL BE l'tHITE ON A REO BACKGROUND. THE
BACKGROUND SHALL EXTEND AT LEAST 6" BEYOND THE
FIRST AND LAST LETTERS OF THE TEXT.
2. SEE SHEET 8 OF DRAWING 456-1A FOR ADDITIONAL
SIGNING .t STRIPING.
BENCHMARK:
DESCRIPTION: Cl.SB-020 ROO DRIVEN TO REFUSAL
W/ CAP MK'!) LS. 6215
LOCATION: S:O FOOT BACK OF CURB ON
THE SOUTH SIOE OF LA COSTA
A VENUE, 220 FEET IICST OF
ROMER/A STREET
RECORD FROM: R.O.S. 17211
104.25 OAT/JM: N. V.G.D. OF 1929
NOi
1
2
3
.,
5
6
7
8
9
10
SIGNING ANO STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING.
2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CAUFORNIA MANUAL ON UNIFORM TRAmc CONTROL [}£VICES (FHWA '.5 MUTCO 2003 REVISION '· AS
A!JENOED FOR USE IN CAUFORNIAJ THE CAL TRANS STANDARD SPECIF/CATIONS (2006
OR LA TEST VERSION THEREOF), TlltSE PLANS AND THE SPECIAL PROVISIONS.
l ALL SIGNING AND STRIPING IS SUB.ECT TO THE APPROVAL OF THE PUBIJC WORKS
DIRECTOR OR HIS REPRESENTA Tl!£, PRIOR TO INSTALLATION.
4. ANY OEVIA TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE
ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANCE IN THE FIELD.
S: ALL STRIPING SHALL BE Rm£C11VE PER CAL TRANS SPECIF/CATIONS.
STRIPING SHALL 8£ REPAINTED TWO IICEKS AFTER INITIAL PAINTING. SIGNING SHALL USE
£NCAPSIJLA TED LENS REFl.£CTIVE SHEETING (HIGH INTENSITY OR £0/JAL)
6. ALL S/GNACE SHALL 8£ R£fl£CTIVE PER CALTRANS SPECIFICATIONS AND SHALL USE
ENCAPSULATED LENS REfl£CTIVE SH££TING {HIGH INTENSITY OR EOUAL)
7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, All STREET STRIPING AND
MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT HILL 8£
RESTORED TO A "UK£ NEW" CONO/TION, IN A MANNER AIEETING THE APPROVAL OF Tl/£
CITY INSPECTOR.
8. EXACT LOCATION OF STRIPING AND STOP UMIT UNES SHALL BE APPROVED BY THE
PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED UNES, MARKING.SAND PAVEMENT
LEGENDS BY GRINDING. OEBRIS SHALL BE PROIIPll Y REMOVED BY THE CONTRACTOR.
10. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF ll/E CAL TRANS STENCILS.
11. LIMIT UNES AND CROSSWALKS SHALL 8£ FIELD LOCATED. CROSSWALKS SHALL HA VE 10'
INS/0£ DIMENSION UNLESS OTHERIHSE SPEC!FIEO.
12. ALL CROSSWALKS, LIMIT LINES, STOP BARS. PAVEMENT ARROWS AND PAVEMENT LEGENDS
SHALL BE THERMOPLASTIC UNLESS Oll/ERIHSE SPECIFIED.
1.1 FIRE H'tl}RANT PAVEMENT MARK£RS SHALL CONFORM TO THE CAUFORNIA MANUAL ON
UNIFORM TRAfflC CONTROL DEVICES {FHWA '.5 MU TCO 2003 REVISION f, AS AMENDED
FOR USE IN CAUFORNIA} ANO SAN DIEGO REGIONAL STANDARD DRAWING M-19.
14. ALL MEDIAN NOSES AND RARES SHALL 8£ PAIN !EI) YELLOW.
IS: ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA !JANUAL ON UNIFORM
TRAfflC CONTROL DEVICES {FHWA '.5 MUTCD 2003 REVISION f, AS AM£NO£D FOR USE IN
CAUFORNIA} UNLESS Oll/£RWISE SPECIF/£D.
16. SIGN POSTS SHALL BE SOUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER
SAN D/£GO REGIONAL STANDARD DRAWING M-4S:
11. WHEN A SIGN IS ATTACHED TO A POI.£. IT SHALL BE MOUNTED USING A STANDARD CITY
OF CARLSBAD MOUNTING BRACKET WITH STRAPS.
18. EXISTING SIGNS R£!JOVED BY TH£ CONTRACTOR SHALL 8£ OELIVEREO BY Tl/£ CONTRACTOR
TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE
19. ALL SIGNS SHOWN ON Tl/ESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY
THE CONTRACTOR EXCEPT ll/OSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO 8£
RELOCA !EI) OR TO REMAIN.
20. (IF NECESSARY} l'tHERE R4-7 SIGN ANO OM1-3 08.ECT !JARKER AR£ TO 8£ INSTALL£!)
IN A 2-FOOT /HD£ MEO/AN NOSE, TH£ R4-7 SIGN SHALL BE 18"x24" ANO THE OM1-J
OBJECT MARKER SHALL BE 12"x12"
£AS£M£NT TABLE
DATE REC. DOC. NO. BENEFICIARY NATURE OF EASEMENT DISPOSITION
11-18-1969 F/P 211764 SAN 01£GO COUNTY ORA/NACE £AS£MENT PORTION TO REMAIN
R.000 CONTROL !)/STRICT
03-10-1970 MAP 6600 CITY OF CARLSBAD DRAINAGE EASEMENT TO REMAIN
01-13-1910 F/1"' 121408 LEUCADIA COUNTY SEHU? EASEMENT TO 8£ OUITCLAIMEO
WATER 0/STRICT
03-10-1970 MAP 6600 LEUCAO/A COUNTY SEIICR EASEMENT TO 8£ OU! TCLAl!JEO
LCl'tfJ
8-27-1984 84-325373 HILL TOP 0£VEI.OP£RS !)[El) RESTRICTION TO REMAIN
6-2-2008 2008-0295020 LEUCADIA WASTEWATER 20' SEIIFR EASEMENT PROPOSE!)
0/STRICT
CARLSBAD MUNICIPAL 20 WATER EASEMENT PROPOSE!)
WATER DISTRICT P.~. os-o~
Cl TY OF CARLSBAD DRAINAGE EASEMENT PROPOSED
PER FINAL MAP
Cl TY OF CARLSBAD ORA/NACE EASEMENT PROPOSE!)
"P.~. o a ·tZ
II· t0-2008 Zl!C8-ooO/~ s, ABED/ LANDSCAPE AND ORA/NACE PROPOSE!)
EASEMENT IPR/VA TE)
C4UT70N !!
CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING
UT/UT/ES IN THE FIEUJ PRIOR TO CONSTRUCTION "AS-BUILT "
NOT£!!
ELECTRONIC DA TA ALES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR HORIZONTAL
OR VERTICAL SUR'vf'Y CONTROL
P.E. EXP. ___ _
REVIEWED BY:
INSPECTOR
DATE
DATE
l----t--+------------t--+---+--+----t I SH2EET I CITY OF CARLSBAD I SHE6ETS I
ENGINEERING DEPARTMENT ;::::=='..-==========::::'...'::===:
1
DATE INITW.
ENGINEER OF WORK REVISION DESCRIPTION
G:\031060\031060-REv1SIONS\0360102.dwg Nov 04, 2008 9:12am
Xrefs: 0360i; 03607utl; 036□map; 0360site; 0360utl; 0360TP01
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
IJIPROVDIENT PWiS FOIi:
VISTA lA COSTA
INIJ£X MAP
PROJECT NO.
CT 04-05
C.T. OI-OS
c.P. 04-01
Z.C. Ol-09
6'.P...C. OI-U
DRAWING NO.
456-1
LWO SEWER GENERAL NOTES
1. LWD APPROVAL OF THESE PLANS DOES NOT REUE'vf: TH£ APPLICANT, PRIVATE
ENGINEER OF WORK, OR CONTRACTOR FRO/I RESPONS!BIUTY FOR TH£ CORRECTION
OF ERRORS AND OMISSIONS DISCO'vf:RED DURING OR AFTER CONSTRUCTION.
2. All DESIGN, MATERIALS, AND CONSTRUCTION WORK SHAil CONFORM TO THE
LEUCADIA COUNTY WA lER DISlRICT l li1J SEHER STANDARDS AND TO THE
REQUIREMENTS OF TH£ STANDARD SPEQFICA TIQNS FOR PUBLIC WQl'KS CONSTRUCTION
{GREENBOOK/ ANO TH£ REGIONAL STANDARD DRAl+7NCS. MOST CURRENT EDITIONS.
IN TH£ E'.f:NT OF CONfl/CT TH£ LWD SEHER STANDARDS CO'vf:RN.
J. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY RE(}U!REMENTS SHAil
BE FO/.lOHED AT All TIMES IIITHOUT EXCEPTION.
,/. THE CONTRACTOR SHAil HA 'vE: A COPY OF TH£ SEHER NOTES 2. &-J. DOCUMENTS
ON THE JOBS! TE AT All TIMES.
5. TH£ CONTRACTOR SHAil GUARANTEE All WORK FOR A PERIOD OF ONE YEAR
AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHAil REPAIR OR R£PLACE
ANY WORK THAT I.IA Y PRO'vf: IJEHCTl'vf: IN WORKMANSHIP ANO/OR MATERIALS
IIITHIN TH£ ON£ YEAR PERIOD IIITHOUT EXPENSE /VIA TSOE'vf:R TO LIIV.
6. QUANTITIES SHOWN HEREON ARE FOR BOND EST/I.IA TE PURPOSES ONLY. NEITHER THE PR/VA TE
ENGINEER NOR LWD GUARANTEE TH£ ACCURACY OR COMPLETENESS OF TH£ SEHER QUANTITIES.
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHAil SUBMIT SHOP DRAl+7NCS REPRESENTING
ALL MATERIALS ANO SUPPU£S SATISFACTORY TO LW. WORK SHAil NOT COMMENCE
UNT/l SUCH MATERIALS ARE APPROYED BY Liff).
8. PRIOR TO BEGINNING SEHER WORK, TH£ LW INSPECTOR SHALL BE FURNISHED THREE SETS
OF CUT SHEETS AND SHAil COMP/. Y 111TH LW STANDARD SPEC SUR'vf:Y RE(}UIREMENTS.
9. PRIOR TO BEGINNING SEHER WORK, TH£ CONTRACTOR SHAil SECURE A LWD PERMIT FOR
CONSTRUCTION AND SHAil PROl1DE A /JIN/MUM OF 12 HOURS NOTICE TO LIIV PRIOR TO
CONSTRUCTION.
10. NO WORK SHAil BE COMMENCED UNT/l ALL PERMITS HA 'vE: BEEN OBTAINED FROM THE
JURISDICTIONAL CITY, COUNTY, ANO/OR OTHER APPROPRIATE AGENCIES.
11. THE CONTRACTOR SHALL CONFORM TO LABOR COOE SECTION 6705 BY SUBl.llmNG A DETAIL
Pl.AN TO TH£ DISlRICT ENGINEER SHOIIING TH£ DESIGN OF SHORING, BRACING, SI.OPING,
OR OTHER PROl1S!ONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF
CAl1NG GROUND DURING TRENCH EXCAVATION ANO PIPE INSTALLATION THEREIN. THIS
PLAN MUST BE PREPARED FOR All TRENCHES FIW FEET OR MORE IN DEPTH. IF TH£
PLAN VARIES FROM THE SHORING SYSTEJI STANDARDS ESTABLISHED BY TH£ CONSTRUCTION
SAFETY ORDERS, TITLE l! CALIFORNIA ADMINIS!RATIW CODE, THE PLAN SHAil BE
PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST
BE SUBM/TlEO TO TH£ LWD INSPECTOR PRIOR TO EXCAVATION.
12. All SEHER FACIUTIES SHAil BE INSTALLED IN ORY EXCAVATIONS ANO TRENCHES. CON-
TRACTOR SHALL DEWATER ANO MAINTAIN DEWATER/NG CONTINUOUSLY UNT/l TH£ WORK
IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKF/ll MATERIALS IN A
DRY STATE All PIP£ ZONE MATERIAL LOCATED IN IIET OR ARulS SUSPECTED TO BE
IIET IN THE FUTURE SHAil BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE
MATER/Al SHALL BE SUBMITTED TO TH£ DISTRICT ENGINEER FOR REl1EW ANO APPROVAL.
CONTRACTOR SHALL OBTAIN DEWATER/NG PERMITS AS NECESSARY AND RETURN OF GROUND-
WATER TO TH£ SEHER SHALL NOT BE ALLOIIEO.
1.J. TH£ EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS
OBTAINED BY AVAILABLE RECORDS SEARCH BY TH£ PRIVATE ENC/NEER. TO THE BEST OF
TH£ PR/VA TE ENGINEERS KNOm£1JC£, THERE ARE NO DUSTING UTILITIES EXCEPT THOSE
SHOWN ON ll/ESE Pl.ANS. ATTENTION IS CALLED TO TH£ POSSIBLE EXISTENCE OF OTHER
UTILITIES OR STRUCllJRES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN
ON TH£ Pl.ANS. THE CONTRACTOR SHAil TAK£ DU£ PRECAUTIONARY MEASURES TO PROTECT
ll/E UTILITIES SHOWN ON ll/£ Pl.ANS AND Oll/ER EXISTING FACILITIES OR STRUCTURES
NOT SHOWN.
/,t. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY
OF TH£ LOCATION OF, OR TH£ EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTIUTY,
PIPE, OR STRUCTURE IIITHIN THE LIMITS OF THIS PROJECT.
15. CON!RACTOR SHALL NOTIFY UNDERGROUND S£Rl1CE ALERT {800) 422-413J, AS REQUIRED
BY STATE LAW. ALL UTIUTY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING.
16. CON!RACTOR IS RESPONSIBLE FOR COMP/. 'rlNG 111TH All LOCAL, STA TE, ANO FEDERAL
SAFETY REGl/LATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED
SPACE ENTRY.
11. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUAUf/ED SOILS ENGINEER /VI/CH
CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER
IN ACCORDANCE 111TH ON SITE EARTHWORK SPECIF/CATIONS ANO TH£ LWD STANDARD SPEC.
18. SEIIER ELEVATIONS SHOWN ARE IN'vf:RT ELEVATION {I.E.). INS/OE BOTTOA/ CF PIPE. SEWER
LENGTHS SHOWN ARE FRO/I CENTER OF MANHO/£ TO CENTER OF MANHOLE.
19. All REl1SIONS TO DRAIIINGS SHALL BE APPROYED BY TH£ LMJ 0/STRICT ENGINEER AS
CONSTRUCTION CHANGES TO TH£ ORIGINAL Mrt.AR Olff7S. 111TH INITIALED APPROVAL ON
THE Mrt.ARS.
20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHAil
MAKE SUCH RECORD AVAILABLE TO TH£ PR/VA TE ENGINEER. THE PR/VA TE ENGINEER
SHALL PROl1DE AS-BUILT DRAWINGS TO LW FOR REl1EW AND APPROVAL PRIOR TO
FINAL ACCEPTANCE CF THE PROECT.
21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING CO/J.ECTORS AND
LATERALS, UNLESS OTHERIIISE APPROYED IN HR/TING BY TH£ DISTRICT. TRENCH SHALL
BE BACKFILLED OR PLATED AT TH£ CONCLUSION OF EACH DAY OF WORK.
22. THE CONTRACTOR SHALL PROTECT All SURWY MONUI.IENTA TION. IF ANY SURWY MONUMENTS
ARE DISTURBED OR OESTROYEO, THE CONTRACTOR SHALL RETAIN A LICENSED SURWYOR
TO RE-ESTABLISH AND RECORD TH£ MONUMENT CHANGE PER STATE LAW.
2.J. A MIN/AIU/I CF 12 INCHES WRTICAL CLEARANCE SHALL BE PROl10£0 BET/lffN THE SEIIER
PIPE AND ANY OTHER UTILITIES.
24. SEPARATION OF SEWER/ WATER AND SEIIER / RECLAIMED WATER SHALL COMPLY 111TH
LWD STD Dwe S-2 ANO 111TH All COUNTY ANO STATE HEALTH DEPT REGULATIONS.
25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN TH£ DIRECT
PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWEO
TO f1.0W TO EXISTING SEWER UNT/l AFTER FINAL ACCEPTANCE OF All UPSTREAM WORK BY
THE LWD INSPECTOR, OR AS APPROWD BY DISTRICT ENGINEER.
26. All S£Rl1CE LATERALS SHAil BE LOCATED AT RIGHT ANGLES TO TH£ SEWER MAIN UNLESS
OTHERWISE SHOWN AS APPROYED BY LWD ON TH£ PLANS.
21. A 2-INCH HIGH •s• SHALL BE INSCRIBED ON TH£ CURB FACE AT u!CH LATERAL LOCATION
BY THE CONTRACTOR.
28. A 10 GAGE SHIELOEO COPPER i+7RE SHALL BE BURIED O'vf:R EACH LATERAL. THE 1+7RE SHALL
EXTEND UP TO A 2• COPPER TAG TIED ANO SOLDERED TO THE WIRE. THE TAG Ol-£R TH£
SEHER MAIN SHALL TERMINATE 6' ABOW PAl1NG SUBGRAOE 111TH FINAL LOCATION JUST
BELOW PAl1NG. ll/E TAG Ol-£R THE CUSTOMER ENO CF ll!E LATERAL SHALL EXTEND ABO'vf:
GRADE UNT/l CONNECTED AND SHALL THEREAFTER BE BURIED AT TH£ POINT OF CONNECTION.
29. All PIPE SHAil BE HANDLED ANO INSTALLED SO AS TO PROTECT PIPE, JOINTS, UN/NG,
AND COATING. TH£ PIPE SHAil BE CAREFULLY BEDDED TO PROl10E CONTINUOUS BEARING
AND PREWNT UNEWN SETTLEMENT. PIPE SHALL BE PROlECTEO AGAINST ROTATION AT ALL
TIMES. OPEN ENDS OF PIPE SHALL 8£ SEALED AT ALL TIMES /VIEN CONSTRUCTION IS NOT
IN PROGRESS.
30. PIPE JOINTS SHALL NOT BE Dm.ECTEO UNLESS SO DESIGNED ANO SHALL THEN 8£ LIMITED
TO LESS THAN ONE-HALF OF THE ANG/.£ RECOMMENDED BY THE PIPE MANUFACTURER.
31. SEIIER PIPE ZONE ANO TRENCH BACKFILL SHALL BE PER THE LIi{) SEIIER STANDARDS. WAlER
EmNG SHALL NOT BE ALLOWED.
32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRl'vf:WA 15:
33. JOB MIXING OF CONCRETE IS NOT ALLOWED IIITHOUT EXCEPTION. CONCRETE TESTING BY
LIID IIILL 8£ AT CONTRACTOR EXPENSE.
O'Day Consultants, Inc.
LWO SEWER NOTES {CONT.)
3,/. MANHOLE BASES SHALL BE MONO/JTHICALL Y PLACED, FINISHED, AND COMPLETED AT TIME CF
PLACEMENT. GPK PRODUCTS, INC., OR APPROYED EOUA/., MANHOLE ADAPlERS SHALL BE
SET IN TH£ BAS£ FOR EACH PIPE CONNECTION. SEmNG OF MH RINGS SHALL NOT BE
A/lOWEO FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHO/£ BASES ARE
ACCEPTABLE FOR US£ 111TH 8' SEWERS 111TH DIS!RICT ENGINEER APPROVAL.
35. JOINTS BETIIEEN MH BASE, SHAFTING, CONE SECTIONS, ANO RING SHAil HAW A 2• BY 2•
Bum RUBBER GASKET Pl.ACED IIITHIN TH£ FULL C/RCUAIFERENCE. GASKET SHAil BE
CPS-210 BY PRESS-SEAL CASKET CORP., OR APPROWO EQUAL.
36. All MANHOLES SHALL BE VACUUM TESTED I) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEOUENT
TO ANY SUSPECTED MOffMENT OR DAMAGE AFTER BACKFllL
31. ALL SEHERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, ANO TELEl1S£D AT THE
APPUCANVCONTRACTORS EXPENSE PRIOR TO CONS!OERA TION FOR FINAL ACCEPTANCE BY LIID. AIR TEST
SHALL BE DONE AFTER CONSTRUCTION OF All OTHER UT/UT/ES ANO UTILITY LAlERALS.
38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAW FINAL APPROVAL BY TH£ LW
INSPECTOR PRIOR TO PA 11NG.
39. MANHOLES SHALL BE 4-FE[T DIAMETER FOR PIPE UP TO 15-INCH DIAMETER PER LWD S7!J. owe S-J.
MANHO/£S SHALL BE 5-FEET DIAMETER FOR PIP£ 18-/NCH AND LARGER PER LWD STD. owe S-4.
40. ALL MANHOLES SHALL BE LINED 111TH INTEGRALLY LOCKING PVC (T-LOCK) OR A Plf.'11/RETHANE PROTECTIW
LINING SYSTEM PER SECT 500-2 OF TH£ GREENBOOK FOR.·
a. ALL NEW MH's.
b. ALL EXISTING MH's 111TH NEW CONSTRUCTION.
c. All EXISTING UNED MH's THAT REQUIRE NEW CONCRETE RISER RINGS.
41. MAXIMUM DEPTH OF SEIIER FOR SOR 35 PVC PIPE IS 15'. C900 PIPE IS REQUIRED FOR DEPTH OF COWR O'vf:R 15'.
42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VAUO FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR
FROM APPROVAL DA lE TO START CF CONSTRUCTION. IF TH£ ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START
OF CONSTRUCTION THE OEWLOPER SHALL RESUBMIT TH£ PLAN CHECK TO TH£ DISTRICT ENGINEER FOR AN
UPDATED REl1EW ANO APPROVAL. ANY CHANCES REQUIRED TO THE Pl.ANS SHALL B£ MAD£ AT TH£ DEVELOPERS
EXPENSE AND APPROWO BY TH£ LWO DISTRICT ENGINEER PRIOR TO ll/£ START OF CONSTRUCTION.
4.J. 1+7/EN CONNECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN ON THE ORAl+7NGS, TH£ CON!RACTOR
SHALL CONNECT TO EXISTING MANHOLE STRUCTURES AND CONSTRUCT THE NEW ROW-THROUGH CHANNELS IN
EACH MANHOLE BAS£ TO ACCOMl,IO/}ATE TH£ NEW SEHER UNES AS REQUIRED. SMOOTH TRANSITIONS SHALL
BE INSTALL£D FROM TH£ IN'vf:RTS CF TH£ NEIil Y INSTALLED PIPES TO TH£ EXISTING MANHOLE STRUCllJRES.
MANHO/£S SHALL BE CORE DRILLED AND MANHOLE CONNECTION FlmNGS SHALL BE CONNECTED TO TH£
CORE ORILLEO HOLE BY UNK-SEA/., OR APPROYED EQUAL. ll/E FIRST REXIBLE JOINT SHALL B£ LOCA TEO
IIITHIN ONE-FOOT OF THE MANHOLE BAS£. JACK HAMMERING SHALL NOT BE ALLOWED.
LWO SEWER LATERAL CONNECTION NOTES
I. All NEW CONNECTIONS TO EXISTING SEIIER SHALL 8£ MAD£ TO EXISTING WYES OR SHALL 8£ MADE BY
INSTALLING NEW MANUFACTURED WYES. STANDARD BE/.1 ANO SPIGOT OR PLAIN END WYES AND PI.A!N END
PIPE SPoa.s MATCHING THE ADJACENT EXISTING PIPE MA y BE USED FOR INSERTING WYES INTO AN
EXIST/NC SEIIER.
2. IF NECESSARY OUR/NG TH£ LATERAL CONNECTION WORK, UPSTREAAI ROW IN ll/E EXISTING SEHER SHALL BE
TEJIPORAR/l Y PLUGGE/J ANO BY-PASSED BY PUA/PING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM
LWO SEWER. IN LOCATIONS 111TH SIGNIFICANT /JPSTREAAI ROW. LWD MAY RE(}U!RE TEMPORARY PROWS/ON OF
DUTY ANO B'rPASS EQUIPMENT 111TH FULL-TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL 8£ ALLOWEO.
J. FOR CONNECTION CF PLAIN END TO PLAIN ENO PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC
MATER/Al MEETING THE SAi.iE MAIER/AL REQUIREMENTS AND OUTS/OE D/M[NS!ON AS TH£ PIPE 8£/NG REPAIRED.
PH': SEWER REPAIR COUPLINGS SHALL BE RUBBER CASKETED 111TH NO CENTER STOP. PIP£ ENDS SHALL 8£
ll/OROUGHL Y CLulNED PRIOR TO INSTALLATION CF TH£ REPAIR COUPLING(S). TH£ REPAIR COUPLING SHALL 8£
SI.IPPEO ALL ll/E WAY ON TO ONE PLAIN ENO PIPE, THEN TH£ PIPE ANO ADJOINING PIPES SHALL 8£ AUGNED
TOGETHER AND TH£ REPAIR COUPI.ING SI.IPPEO BACK INTO A POSITION EOUAll Y SPACED 8£TllffN ll/E lltV
PLAIN ENO PIPES. PVC SEWER REPAIR COUPI.INGS SHAil 8£ AS MANIJFACllJRED BY PW PIPE, OR EQUAL
APPROWD BY TH£ LWD DISTRICT ENGINEER.
4. PJI!:' OR 11TR/f/EO CLAY PIPE (VCP) SEIIER PIPE ANO WYES MAY BE USED TO TIE-IN TO EXISTING l.cP. FOR
CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO Pl-i; A ROMAC INDUSTRIES, INC. Sm£ 501,
OR APPROWD EQUAL, STRAIGHT OR TRANSITION COUPLING SHALL BE USED 111TH A GASKET RANCE FOR EACH
ENO OF THE CO/JPUNG TO MATCH THE OUTS/OE DIAMETER OF TH£ PIPE ON THAT SID£ OF TH£ COi/Pi.iNG B£/NG
JOINED. TH£ CENTER RINGS SHALL BE DUCTIL£ IRON PER ASTAI A536, GRADE 65-45-12 AND SHAil BE
PROl1DED 111TH 16 MILS FUSION BONOEO EPOXY COLOR COOED TO THE TYPE CF CONNECTING PIPE. GASKETS
SHALL BE SBR PER ASTAI 02000 MBA1!0, COI.IPOIJND[f) FOR WATER AND SEIIER S£Rl1CE. All NUTS ANO
BOI. TS SHALL BE TYPE 316 STAINLESS STEEL.
271 0 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fax: 760 931 8680
Civil Engineering
Planning
Processing
Surveying
DESIGNED BY: NF. R.B.
DRAWN BY: C.f' .. M.P.
PROJECT MGR.· M.C.
ENGINEER OF WORK:
(
N. CARROl.l
60•
~1--------------~-------------~~
"" 10' 20' 20' 10' <S ~ ~
EXISTING-
STREET UCHT
4.5' 5.5'
2%
,
5.5' 4.5'
EXISTING 6' TYPE ~•-t-----
CURB ,t GUTTER ~ 2%
2% 2X .. . ;,
-y-EXISllNG :---I FIR[ H'fDRANT
EXIST. 4• P.C.C. y
SIDEWALK
l l:'.'.:////L/.L./L./../ .'\.' ~, .'\. '-.'\. ~'\. "-::! 'Lcx1sr. 4•p_c.c.
'--EXIST. 2• A.C. SIDEWALK
Ol-£R AGCREGATE BAS£
5.0'
EXISTING GIBRALTAR STREET
12·
Pl/8UC
NOT TO SCA!£
,
12' 50'
5• TYPE i'.;'' FJ!tS: ~ 2;r r• TYPE ~• CURB CURB &-CUTTER 2X (FJ/tS:
~ 2X 2;r
4• P.C.C._y"·, J "'111,"'.,~_~'\.,"'l!_'\.o,ij.'\.~~ Y'-._ "'., '-'\. '\. '\. '\. '\. '\. '\. '-. '\. '-. "-..L .. , "''l_
SIDEWALK 0.5'--...J ~ ~ ,,_. P.C.C. SIDEWALK 0.5'---l ~ /VIER£ SHOWN ON
(TYP.) =::::=:::::..--(TYP.) PLANS
4• A.C. O'vf:R 15' -
APPROWD BASE (MIN.)
OR AS RECOMMENDED
BY SOILS ENGINEER PRIVATE OH/VE ~'
STRUCTURAL SECTION TO BE
WR/FED IN FIELD BY R-VALUE TEST. TRAFF1C INO£X= 5.0
NOT 77J SCALE
NOTE!!
MANHOLE f RAME
t • 'wEL D STRIP
NOTES,
1. 2' x 2' ANGL[ STRIP T□ BE ATTACHED 1U MANHOLE FRAME
USING 19Y Alll-lESlVE PRl □R T□ SETTING FRAME.
~ PROTECTIVE LINING DIVISION ---------+==-=--==-.c---.::c=.c._-C'-'---"--'--'----1
TERMINATION OF LINING
AT MANHOLE FRAME
REV
A
·-·----
DETAIL -SEALING T-LOCK UN/NG AT MANHOLE
NOT TO SCAL£
SEC SHEET 5
"AS-BUILT
ELECTRONIC DATA FILES AR£ FOR REFERENCE ONLY
ANO AR£ NOT TO 8£ USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROL
P.E.
REVIEWED BY:
EXP. ___ _
INSPECTOR
"
DATE
DATE
1------t--+--------------t---+--+----+-----I I SHJEET I CITY OF CARLSBAD I SHE6ETS I ENGINEERING DEPARTMENT
;::;IIIP.~'HO~rnlE.~"N.~T~PUNS~~Fi~'ON:~. ::::::::::::::::::::::::::::::::::::::::::=::::::..=:=::::~
DA TE: N'RII. 2008
SCALE: AS SHOWN
JOB NO.: 031060
DATE:1•1/,a'6
RCE, 4693S
BENCHMARK:
DESCRIPTION: CLSB-020 ROD OR/WN TO REFUSAL W/ CAP MK'D l.S. 6215
LOCATION: 5.0 FOOT BACK OF CURB ON
TH£ SOUTH SIDE OF LA COSTA
A 'vf:NU[. 220 FEET IIEST OF
ROMER/A STREET
RECORD FROM: R.0.S. 11271
ELEVATION: 104.25 DA TU.II: N. V. G.O. !T 1929
J\\
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
G: \0J106D\0J106D-RE\'1SI0NS\0J60i0J.dwg Jul 11 2008 B: 05cm
Xrefs: 03601
DATE INITIAL DATE INITJAL
OTHER APPROVAL CITY APPROVAL
VISTA lA COSTA c.r. 0#-0,
C.P. 04-01 z.c. 04-(JI
6:P.A. 0#-U
APPROVED: DAVll},A. .~ER J
~~~~~'4/~·~===---~· j/z.7/4,
DEPUTY CITY ENGINEER PE 33081 EXP. 6/30//0 1 DATE
DWN BY: I PROJECT NO. I DRAWING NO. ~~g ~};~ . CT 04-05 . 456-1
I.. • ,J , -10+50
a' 1 a·
5 20'
SCALE: 1 ' = 10'
(51.11± FS)
FOR
I,_ IMPROVEMENTS .__, ___ SEE 0~
l 456-/A--f--
.o f'S 56.
4 e• P,t; WA/ll? _J SEE SHEET 5
NOTES:
1. TRANS/llON FROM 6' TO o• CURB
2. SEE SHEET 6 FOR 6' p,t; SEHER PLANS
3. SEE SORSO G-27 FOR ADO/TONAL DETAILS
ANO SPEGFCA TlONS FOR CURB RAMP
4. SEE 0~ 456-IA FOR STORM DRAIN PLANS
PL
INSTALL 4' AC OVER
3, 4' APPROVED
;,, BASE' ~ ~ REMOVE EXIST 6' i 2' 12, CURB, GUTTER
AND SIDEWALK 3:Jf
GRIND ,k 1 1/2' .-I--:
A.CO:: A.-C -==-/
7
/,-.._; /°i,)j:;)i/) # /
"7. 5' PCC OVER 6'
AGGREGATE BAS£
SECTION A-A
M:JT TO SCAlE
NOT£: SEE CITY OF CARLSBAD D~ GS-2/J
FOR ADDI TlONAL SPEC/FICA TlONS
• TO B£ VERIFIED IN TH£ FIELD BY THE R-VALU£ TEST.
CENTERLINE DATA
@ DELTA/BEARING RADIUS LINGTH
1 N 22"49'o9' W 52. 13'
CURB DATA
DELTA/BEARING RADIUS LINGTH
1 2aoo· 15A2'
2 20.00' 15.02'
"AS-BUILT
P.E. EXP ____ _
REVIEWED BY:
INSPECTOR
----r----l -
'
"
' ___ !__
DATE
DATE
SCAlE: ,. "' 10' I SH4EET I CITY OF CARLSBAD >---+----,>------------------+---+---1---->----1 ENGINEERING DEPARTMENT
NOTE II
ELECTRONIC DA T,f FILES ARE FOR REFERENCE ONLY
ANO ARE NOT TO BE USED FOR HORIZONTAL
OR '.£R11CAL SUR'.£Y CONTROL
~'i\.of ESS I%
',~ l\EIS c ~ §' ,f, '1,
""~ o..--"'C r::z ,:,_, :2 I fT'\
DESIGNED BY: N.F.. R.B.
DRAWN BY: C.F., t.l.P.
PROJECT MGR.· t.l.C.
\i* ~~-atJ3iJg9 *!,I 271 a Loker Avenue West Civil Engineering ENGINEER OF WORK:
Suite 100 Planning /'
J'1x C/V\\. @.-~'If: Carlsbad, California 92010 Processing rJ I I , ,f O'Doy Consultants, Inc. ·e Of CAIJ'(j 760-93\-7700 Surveying .A// '------------------------------------------------------•--F•o•••: ,i,7iii60i,-,ii9iii3,i,1 -11Biii6iii8,ii0-------••~ N. CARROil
DA TE: APRI.. 2008
SCALE: AS SHOWN
JOB NO.: 031060
DATE:7-a-oB
RCE: 46935
BENCHMARK:
DESCRIPTION: asB-020 ROO OR/VEN TO REFUSAL
W/ CAP AIK'/J LS. 6215
LOCATION: 5. 0 FOOT BACK OF CURB ON
THE SOUTH SIDE OF LA COSTA
A VEN/JE, 220 flIT HEST OF
R0!.1£RIA STR£[T
RECORD FROM: R.O.S. 11211
ELEVATION: 10t.25 DA 1/JM: N. V. G.O. OF 1929
>----+---+-------------------+---l---+---1---1
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
G: \031060\031060-REVJSIONS\0360!04.dwg Dec og, 2008 10. 16cm
)(refs: 0360GRD; D360TP01; 036DMAP; D3607Ull; 0360Ull; 0360site; 0360prf; 0360i
IJIPHOVfJICNT Pf.ANS FOR:
WSTA I.A COSTA
PR/VAT[ DRIVE ~ I
c.r. ~/JS
C-P. 04-01 z.c. 04-0I
6:PA 04-1'
APPROVED: DAVID fJ:t'Jl:; . .3/4, ,
DEPU1Y CllY ENGINEER PE 330B1 EXP. 6/30//0 _. 'OAt
DWN BY: I CHKD BY:~
RVWD BY:~ .
PROJECT NO.
CT 04-05 I
DRAWING NO.
. 456-1
0
,1::1, ~
0 G>
..... ,1::1,
(1) (J1 q>
~
------.l -
.----ere --,---- -1 -
- -T------1------; --
--------·------·-----·-·---· -----·-----· ·---- -1-----------------t --
l -------
' -: -__ -1----- . ----_.::---= ----=-~--~--=----::::::-=---=---··----7: --
-l--+--+----l----l--+--+----1----1----l----l--+-+----l-----l-----'--l'------l--'l-'1"---+'--4_= .. ---1----1-cc·;cc--~-I'-_'-'_-~-l'--l'--+-+-+-+-+--+--+-+-+---+-'--+----~-+--+--+--+---+----+--+--+--+---+---+---+--+-+-+-+--+--+---1-----<C-------->---+-+-+ --·•--• t. ---1-----1-'-_.. ~~ =~ =J~ -t , I - - - - --------------- --,
- - ------------------
- -
. ---------=----7-=---__ -_:..j:::__ ~ --------------<----------+---- -
l
1
• ---------1-• • i-____ i-_ E F E-+++-+-+--+---+--+-+'--+-'-+'----+"--f--+.-"-l'-.-"l'=-.-l=-c~FEf'--'---l---,-----l-+-+-+-+-+--+-+--+---+---+---+--+-+--+--+--+--+--+--+--+--+---1---1~1--l--l---l----l--l---'----jf---+--+ -+-+-+-+--+--+---1---1----1----1e----i +: ~: --_-f-
---------------
+---' ,-J""+-T-+-++++~~~"i'-4---'--+~~~~~-c--'---1---1f-c---l='---l=-'1=1=+=+=~+=-'--'l=--l=--l=+=+++44==-_ ==-_ =l==---1=4'-----f'-----f---'-f'-'_._---'-."--__ ccj. _~;= __ '--i_l=_=_!===-l==--l=ci==f=t=~:~~F_FF+'-1='-'F+•-'l=_++4_•_-"_'"--'= _ : :· : • .---+ -
- -•------------------ -_.,.. -<· • ----·------
•_'fct=f-~;•~ .. t.=.;;:c..--._~t=:;~==t=t=:i:=l: ttt:-t:=~l=t=i='iizst-6~~\!.:=Jtj;!--?Q~1ri5. -~"-r::_ $-E-=_:::1:L,=-Jtf2tJf'T'¥Fi=f---ti=t=H=---f-t--t-t-Hc-t---t-t-HH--t-t-t-H-t--t-t-t-H-+++H ---------------------------------
--- ---
------------
H-+-+----,--+-+--+--'J----,H-+--.-++: ++-+--HHH-+----"--+-+----¥-J+---h-+----'--H--+--+----!+--="'kc-+-+--+c-~H-+4-++++.c-±=-cl-.---'H....+4+±±--±=-'-±-~-'-'~-+++--FFl=----"-;-+c--=_=-._.-f---+"--+-'-'--l-------1.'--'-' __ •+-~ f ----------------
3. Mh .
-l--l--l--l--l--l----1----L------1-----1-.____,.__--!----I-~ ---------------~ r--·
--j f
---_:L - -------, -------· '¥t'~I~t=t=t=t=tjc~~j11:::t:::ts_t-rH'f_d:::t~=t::t:tft-t-Tt-rrrr1=i.=-_jl-:=_t.-=---_-t-_=--•t·=--r:··~-r=--~-E __ ~.~ ..... 1-~ __ f~_ i··='=_~i-T:=·=••!:!:t~~~~~:~!1=-!-=-_f_fc_"s_c'c_:_?-!--jj.-J=7J=--i4~"';1ttM'-±±±+++++-+--rcbH::c17-:-±7C-+-+., +++rt--t-'-tc-t=-HH----ic-f-ccfc-t-++++++-+-+
-1 __ : +:. -__ ·: -4_--_-
1
I
I
I NOTE I
11
BllJG I
GAH.4(;£
Ff'=50.00
EXIST. 12' -{ff)
Pl/4:' SE/CR
. -T
--- - ------
1
•
------- -----
----------
----.1 __
---------
. -+ ------=---1---:--_ ----;··· -- -7 ---
----- -----------
BU/LO/NG I
GARAG£
FF--50.00
fYlA [yl-L__ =; C ----~-=
l0+69.86 0 6.56' LT. PRIVATE OR. ;,i•
INSTALL: 1 EA~ 90' ELBO/f
(I= 92¥2'o27
SEE LEFT
I
1
I
------7
-----.
-~:.:t:·--_· __
----4-;:-·-:: -
t. -
-------------~----
BUIIJJING
UNE
- - ---------------------------·----· .
BU/LO/NG 2
GARAGE
FF--46.50
I/ 1~-. 6' HOPE SO
SEE 0/Ki 456-/A
(l
NOTE 1
5~
~ISll' NOTE t--
NOTE 4
Qj ._,
I
'
20{ I
I I~ <::, ,.._
~ I :,:
I It I :,
I
o· s·
I
20' ----10· 40'
-1
1
-------l-+-+--l--l--+--+---+
+--+--+--+--+----+----+--+--+----I---!---!---!--+--+--------l--l--l--l-_j__j__j__j_
--------l--l--l--l--l--L------1-_j_
l
WATER DATA
BEARING RADIUS LENGTH REMARKS
1 N 2015'19• W 31. 93' a· Pl/4:' C9oo N a. 150
2 /';, =l0'3826 22000 4086 • •
MAX. [)£fl£Cl/ON ANGIE = OJ:J3'oo'
J N 56'24'/9' E 46.61' • •
NOTE: NO DEFLECTIONS AT BELLS, RmNGS OR OF THE PIPE MU BE ALLOHEO.
THE USE OF DEFLECTION CruARS SHALL BE REQUIRED. MAX OEFIECTION
ANGLES BASE!) ON 20' PIP£ LENGTHS.
C£NT£RLIN£ DATA
RADIUS LENGTH
52. 13'
2 t. =l0'46'.J2' 12.00' 13.54'
3 N 33:J5'41' W 47.U'
4 t. =9011'48' 17.00' 26.76'
5 N 56'J60 E ;1,66'
NOT[S.·
1. 6' Pl/4:' C900 Cl. 150 RR£ UN£ FOR BUIIJJING 1 OR 2 W/3' MIN. COl£R. RRE UNE
SHOWN IS FOR REFERENCE ONLY. Sil' RR£ UNE Pl.ANS APPROl£f) BY RR£ MARSHALL
FOR RNAL RR£ UN£ CONRGURA l/ON.
2. SEE GRADING PIAN FOR VISTA LA COSTA, f)W(; 456-IA FOR SURFACE IMPROl£MENTS
AT GIBRAl TAR STREET ANO PR/VA Tf ORI';[ ,4 '.
3. CONSTRUCT 2.0' MIN. 111[)£ TRENCH FOR WA TERUNE CONNECllON
PER C.M. W.O. 117: TRENCH RESURFACING PER G-24 TYPE ;.i :
4. WAT[R EASEMENT TO C.M.W.O. REC. ____ _
AS F /}{ _____ P.R. 08-03.
5. SEHER EASEMENT TO L. W./J. REC. JUNE Z 2008
AS F/N 2008-0295020
6. 5• PR/VAT[ SEHER. SEE SHEET 6.
1. INSTALL 3' TYPE)(' COPPER WATER SERVICE W/ J' MIN. COl£R TO P.O.C.
AT BUIIJJING. Sil' ARCHlffCTURAL PLANS.
I L SEE SHEET 6 DU/LOI~ 2 ;>-BUIIJJING
UNE SCALE: 1" = 20' "AS-BUILT "
WARNING!!
EX/SllNG HIGH PRESSURE
GAS UNE
I
I t
7_ I 10+44.66 0 6.50' LT. PRIVATE DR. :4'
INSTALL· /N 2' COPPER TUBING
WATER SERVICE FOR BlJJG. 1 TO METER
fN 2' METER TO BE INSTALL£!) BY CMWlJ
!~ 2• REOUCEO PRESSURE BACKFLOW
PREVl:NTER PER W-20
PLAN -WATERLINE
SCA1.£: ,. = 20'
ESS1
NOT£!! \l[IS
ELECTRONIC OATA RLES ARE FOR REFERENCE ONLY
&AHA(;£ JY I
FF= -16.50
o· s· 20' ----10' 40'
SCALE: 1" = 20'
DESIGNED BY: N.f, R.B. DATE: APRN. 2008
DRAWN BY: C.F.. M.P. SCALE: I• • 2rf
PROJECT MGR.· M.C. JOB NO.: 031060
ANO ARE NOT TO BE USEO FOR HORIZONTAL '!;I · 46935 2710 Loker Avenue West Civil Engineering OR VERTICAL SURVEY CONTROL o9/3o/o9 su;te 100 Plann;ng
ENGINEER OF WORK:
CIVI\.. Carlsbad, California 92010 Processing 7 ' O'Day Consultants, Inc. CALI~ 760-931-7700 Sun,ey;ng DATE: -/(.c,'3 L ____ ;..;,.;,,;..,~~.,;.;,...;,.;,.....; _____________________ ,_ __ .:;;;;;;;;;_ __ ~_..;F~ax:,;_: ~7:60~93~1,;e:s:eo::,_ _____ .J.JMARGAR~ N. CARROLL RCE: 46935
MUNICIPAL WATER DI P.E. EXP. ___ _ DATE
PLAN -WATERLINE REVIEWED BY:
SCA1.£: ,. = 20' DAVID A. r
DATE /TY ENGINEER ~E.33081 E INSPECTOR
l----l--+------------+---+----J--+---i I sH5EET I CITY OF CARLSBAD I SHE6ETS I ENGINEERING DEPARTMENT
;:/JIP,::::::;:;'HO:::::l'lllli::::;..'.:::7{.:::::7 ==P/.ANS===;::::fi:::~::::'/I:=========~===::::::
BENCHMARK:
DESCRIPTION: Cl.SB-020 ROIJ OR/1£N TO REFVSAL
W/ CAP MK'/} l.S. 6215
LOCATION: 5.0 FOOT BACK OF CURB ON
THE SOU l7f SIDE OF LA COSTA
A VENIJE, 220 FEET HEST OF
ROMER/A STREET
RECORD FROM: R.O.S. 17211
ELEVATION: 104.25 DATUM: N. V.G.O. OF 1929
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
G• \031060\031060-RrnSI0NS\0360i05.dwg Jul 11, 200B B• 0Bam
Xrefs: 0360utl; 0360i; 0360map; 0360site; 03607utl; 0360prf; 0360TP01
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
VISTA lA COSTA
WATER Pl.ANS
c.r. Ol-05
C.P. Ol-01 Z.C. (H-{)g
6:P.A. Ol-1#
APPROVED: DAVID W5EP J/4T/4,
DEPUTY CITY ENGINEER PE 33081 EXP. 6/30 / , 'DATE
DWN BY: PROJECT NO. I DRAWING NO. ~g ~ : CT 04-05 . 456-1
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SCALE: 1. = 20'
T-LOCK LINING REPAIR METHODS
Rf PAIR/NC SMALL HOLES, CUTS. AND Tl[-ROD HOLES.
1. SMALL HO/ES OIi CUTS IN TH£ T-LOCK UN£/? CAN NORMALLY 8£ PATCH£0 BY
YIELO/NG A P/£C£ OF FLAT YIELO STRJP OVER TH£ HO/£ OR CUT. US£ 1-INCH FLAT
YIELO STRJP FOR PAll:HINC NAil HO/ES ANO CUTS. US£ 2-INCH FLAT YIElJ) STRIP
FOR TIE-ROD HOLES OR LARGER HOLES THAT I -INCH Yl/0£ WILL NOT COl-f'R. TO
INSURE PROPER COl-f'i<4GE TH£ YI/OTH OF THE Y/£LO STRIP /,/UST 8£ AT LEAST 1/2
INCH GREATER THAT Tl/£ YIIOTH OF THE HOL£ TO 8£ PATCH£0.
2. THE PROCEJJURE FOR PATCHING SMALL HOLES IS AS FOLLOWS:
,1) START YIELDING ABOUT I INCH BEFORE Tl/£ HOLE. CONT/NU£ YIEU)/NG 01-f'R THE
HOLE. CENTERING TH£ YIElJ) STRIP OV£R TH£ HOL£ AS CLOS£1Y AS PMCTICAL
B) YIElJ) ABOUT I INCH 8£YONO TH£ £NO OF TH£ HOLE ANO TRI/,/ THE Yl£lO STRIP.
WHEN TR/Ml,//NG TH£ YIElJ) STRIP, BE CAREFUL NOT TO CUT THE UNDERLYING SHEET.
REPAIR/NC LARG£ HOl£S AND DAMAGED AREAS
,. LARGE HOLES AND DAl,/AGEO AIIEAS CAN 8£ REPAIRED BY CAREFULLY cumNG OUT THE
DAMAGED SH££T, INSlilLLING A N£W P/£C£ OF LINER TO ALL TH£ V0/0 ANO Yl£LOING TH£
SEAN YI/TH I-INCH Yl£lO STRJP. TH£ PROC£0UR£ FOIi REPAIRING LARG£ HO/ES IS AS
FOLLOWS:
,1) USING A SHARP KNIFE, CUT AWAY ANY LOOSE OR DAMAGEJJ T-LOCK UNER.
B) CUT A Pl£C£ OF PLAIN SH££T SO THAT IT COI.IPL£T£LY COl-f'RS Tl/£ V0/0 AREA. TH£
REPAIR Pl£C£ /,/UST BE AT LEAST £OVAL IN THE THICKN£SS TO THE £)(/STING UNER
ANO MUST BE BUTT OR LAP Yl£LO£D TO TH£ EXISTING LINER.
C} ATTACH TH£ REPAIR P/£C£ TO TH£ SUBSTRATE AT TH£ V0/0 AREA USING T-LOCK LINER
/9Y AOHESM SYSTEM.
O} YIELO TH£ SEAN BETWEEN TH[ £)(/STING T-LOCK UNER ANO Tl/£ REPAIR PIEC£ USING
I-INCH Yl/0£ YIELO STRIP.
£) PLACING FLAT YIELO STRJPS Sl0£-BY-SID£ TO PATCH LARGER HOLES IS NOT
RECOVMD/0£0.
F} PATCH MATER/4l [}{}ES NOT NECESSARILY HAI£ TO 8£ SOUARE OR
RECTANGULAR, OVAL OR ROUND PATCH l,/ATER/4l MAY 8£ /JS£0.
O'Day Consultants, Inc.
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EXP. DB/30
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2710 Loker Avenue West
Suite 100
Carlsbad. California 92010
760-931-7700
Fax: 760 931 8680
r-
Civil Engineering
Planning
Processing
Surveying
12
DESIGNED BY: N.f., R.8.
DRAWN BY: C.F.. 11.P.
PROJECT MGR.· 11.C.
ENGINEER OF WORK:
. CARROi.i.
DATE: APRIL 2008
SCALE: t • ~ '10'
JOB NO.: 031060
lij
DATE: 7,(1,0'o
RCE: 46935
------------
II
BENCHMARK:
DESCRIPTION:
LOCATION:
asa-020 ROD ORll!fN TO REFUSAL
W/ CAP MK'o LS. 6215
5.0 FOOT BACK OF CURB ON
TH£ SOU TH SID£ OF LA COSTA
A l!fNUE. 220 FEET HEST OF
R{)l,fERIA STR££T
RECORD FROf.A: R.O.S. 11211
ELEVATION: 104.25 OAll/1,/: N. V.G.O. OF 1929
----, ----- - ---1--
1 1
' -+--,---•-
1 r---_J __ _
DATE INITIAL
ENGINEER OF WORK
_,i
+--t-1 J
10
STREET
STATION OF INVERT
lATERAL AT MAIN
AT MAIN IE
I
2
NOTE·
' -' l :-
1
SEWER DATA
DELI BEARING RADIUS LENGTI-1 DESCRIPTION
N 61'26'46' £ 89.91' 6' P'IC SE/IV? SOR 35 P£R LWlJ S 11
N 56'2J'2 £ 4755
FOIi CONNECTION OF 6" P'IC SDR-35 S£'1£R TO
EXISTING 6' C900 CL 200 SEHCR, US£ ROVAC
INOUSTR/£S INC. Sm£ 501 COUPUNG IN
ACCORDANCE WITH LWlJ SP£CIFICAT!ONS.
CONTRACTOR SHALL PR0',,10£ SUBl,f/TTALS FOR
LWlJ REV/£W PRIOR TO CONSTRUCTION.
- -
PRIVATE SEWER
LATERAL DA TA
BLDG. NO. STA. SEWER LATERAL
NOTE·
I 10+49.14
I l0+18.21
I l0+83.91
2 10+36.05
2 10+41.55
S£/ICR LATERALS ARE ,f. • SEHER
LATERALS PER LWlJ S-11, S-18.
ALL 4• LATERALS SHALL HA 1£ A
/,/IN/MUM SlCY'E OF 2. OX
EXISTING SEWER LATERAL TABLE
lATERAL DEPTH
lfNGTH DROP TO ELEV. lATERAL GROUND BELOW PAD UPSTREAM BACKWATER
Of MAIN AT PL SLOPE r. ELEV. PL ELEV. MH RIU VALVE REMARKS
lATERAL IE AT Pl PL TO IE FT. ELEV. REQ'D
1 311 12+ 18. 66 40.97 9.67' 1,4' 42.56 2.0 55.9 13.34' 49.3 55.47 6" C900 CL20D P'IC SEHER
2 311 12+40.26 6.JJ' 1.4' 42.31 2.0 55.1 12.79' 45.8 55.54 )f'S 6' C900 a200 P'IC SEHEI/
NOTES.·
I. SE£ GRADING PLAN FOR ',,ISTA LA COSTA, 011!; 456-IA
FOR SURFACE IMPROl£MENTS AT GIBRALTAR STR££T ANO
PR/VA TE OR/'£ '.4 '.
"AS-BUILT "
2. WATER EASEMENT TO CM.W.D. R£C. ____ _
AS F/N _____ P.R. 08-03.
J. SEHER EASEMENT TO LW.O. REC. JUNE 2, 2008
AS F /N 2008-0295020
4. SEHCR EASEMENT TO LW.0. REC. JUL'( 7. 2ootJ
ASF/N torYI~ o¼oa1e. ·
DATE INITIAL DATE INITIAL
P.E. EXP, ___ _
REVIEWED BY:
VISTA LA COSTA
SCWCI Pt.ANS
APPROVED:
DEPU1Y Cl1Y ENGINEER
DATE
. C. r. Ol-05 c.P. 0#-01 z.c. 0#-09
C.P .A. Ol-1#
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
DWN BY: I CHKD BY:~
RVWD BY:~.
PROJECT NO. I DRAWING NO.
CT 04-05 . 456-1
G: \031060\03106D-RrnSI0~\0360i06.dwg Jul 11, 2006 6:09am
Xrefs: 0360utl: 0360!; 0360map; 0360s!te; 03607utl: 036Dprf, 0360TP01; 0360CRD; 0686PRF
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