HomeMy WebLinkAboutDWG 448-1; PIP 06-15; OPUS POINT LOT 7; 01-03GENERAL NOTES
I. THIS PLAN S(IPERSEDES ALL OTHER PLANS PREVIO(ISLY APPROVED BY THE CITY
OF CARLSBAD RE6ARO I N6 IMPROVEMENTS SHOWN ON TH IS SET OF PLANS.
2. APPROVAL OF THIS PLAN OOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL COOE, RESOL(ITION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER IWDITIONAL DOCUMENTS LISTED HEREON AS THEY M4Y
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORM4NC£ JS DISCOVERED.
.!. CITY APPROVAL OF PLANS ODES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED D(IR/NG CONSTR(ICTION. All PLAN REVISIONS SHALL
BE PROMPTLY S(l8MI TTED TO THE Cl TY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REO(I/REO FOR ANY
WORK IN THE P(IBL/C RIGHT OF WAY. PRIOR TO PERMIT /SS(IANCE, A
CERTIFICATE OF INS(IRANCE MUST 8£ FILLO NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL /NS(IREO ON THE PERM/ TTEE'S POLICY IN THE MINIMUM AMO(INT
OF $1,000,000.00 FOR EACH OCC(IRRANCE OF LIABILITY. THE INSURANCE
Cl11f'ANY WRIT/NB THE-POLICY MUST HA~ A R4TIN6 OF "A-" OR BETTER
ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABL /SHED BY "BESTS" KEY
RATING G(I/OE.
5. NO WORK SHALL BE COIMIENCED UNTIL All PERMITS HAVE BEEN OBTAINED FROM
THE Cl TY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS M4Y 8£ REOUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTR(ICTEO PRIOR TO THE OEAOL/NE DATE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS Will BE MADE TO THESE PLANS WITHOUT THE WR! TTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS ANO TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE Cl TY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REV/SEO TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
Cl TY.
/0. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO
TH£ PROJECT SI TE AT ALL TIMES 0(1R/NG CONSTRUCTION.
II. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF,
/Al SU\flW?Y SHEET, {BJ LABORATORY Wl!RK SHEETS AND {Cl COMPACTION
C(IRVES, SHALL BE S(IBMITTED BY A PROFESSIONAL ENGINEER OF TH£ STATE OF
CALIFORNIA, PRINCIPALLY 00/NG BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SO/lS REPORT Will 8E SIJBMITTElJ TO 'FHE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING OAYS OF COMPLETION OF FIELD TESTS. THE
WR/ TTEN FIELD COMPACTION REPORT/SI SHALL 8£ IMMEOIATEL Y SUBMITTED TO
THE CITY ENGINEERING INSPECTOR (!PON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTR(ICT/ON MEETING SHALL BE HELO AT THE SITE PRIOR TO THE
B£6/NNING OF WORK ANO SHALL BE ATTENDED BY All REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION SUPERVISION TESTING AND All
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEO(ILE THE MEETING
THROUGH THE PERMIT CLERK {/760/ 438-3891/ AT LEAST FIVE {5/ WORKING DAYS PRIOR
TO STARTING CONSTR(ICT/ON. APPROVED DRAWINGS M(IST 8£ AVAILABLE PRIOR TO
SCHEOUL ING.
/.!. All INSPECTION R£0(1£STS OTHER THAN FOR PRECONSTR(ICT/ON MEETING WILL 8£
MAOE BY CALL ING THE ENGINEERING 24-HO(IR INSPECT/ON R£0(1£ST LINE AT
(160/ 438-3891. INSPECTION REOUESTS MUST 8£ RECEIVED PRIOR TO 2.-00 P.M.
ON THE DAY BEFORE THE INSPFC[ION IS NEEDED. INSPECTIONS Will BE M40E
THE NEXT WORK DAY UNLESS YOU REOUEST OJHERWISE. REOllESTS MADE AFTER
2.-00 P.M. Will BE SCHED(ILEO FOR TWO F(lll WORK OAYS LATER.
14. THE OWNER ANO/OR APPLICANT THROUGH TH£ DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL,
STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGl/LATIONS.
IS. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6105 BY S(IBMI TT/NG
A DETAIL PlAN TO THE CITY ENGINEER I/NO/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MAO£
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GRO(IND 0(1R/NG THE
EXCAVA Tl ON OF SUCH TRENCH OR TRENCHES OR 0/JR I NG THE PI PE INS TAllA TI ON
THEREIN. THIS PLAN M(IST BE PREPAREO FOR All TRENCHES FIVE FEET {5'/ OR
MORE IN DEPTH ANO APPROVED BY THE CITY EN61NEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS, Tl TLE 8
CALIFORNIA AOM/NISTRATIVE CODE. TH£ PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE S(IBMITTEO TO THE INSPECTOR PRIOR TO
EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESO(IRCES ARE 0/SCOVEREO WITHIN ANY WORK ZONE
OUR/NG CONSTRUCT/ON, OPERATIONS WILL CEASE 1/MEOIATEL Y, ANO THE
PERMITTEE WILL NOTIFY TH£ CITY ENGINEER. OPERATIONS Will NOT RESTART
(INT/L THE PERMITTEE HAS RECEIVED WRITTEN A(ITHORITY FROM THE CITY
ENGINEER TO 00 SO.
/1. ALL OPERATIONS COND(ICTEO ON THE SITE OR ADJACENT THERETO, INCLUDINO
WARMING UP, REPAIR, ARRIVAL, DEPAl?TIJRE OR OPERATION OF TR(ICKS,
EARTHMOVING EO(I/PMENT, CONSTRUCT/ON EO(IIPMENT ANO ANY OTHER ASSOCIATED
GRAOIN6 EOUIPMENT SHALL 8£ LIM/TEO TO THE PERIOD BETWEEN 1,00 A.M. ANO
SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. {AL !ST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENO/NEERING DEPARTMENT COUNTER./
18. ALL OFF-SITE HAUL RO(ITES SHALL BE S(IBM/TTEO BY THE CONTRACTOR TO THE
CITY ENGINE£// FOR APPROVAL TWO Fl/LL WORKING DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR OAM4GE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE
GRAD I NG OPERATION.
19. NO BLASTING SHALL 8£ COM',1£NCED WITHOUT A Cl TY ENGINEER APPROVED
BLASTINO PROGRAM.
.20. THE EXISTENCE ANO LOCATION OF UTILITY STRUCT(IRES ANO FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BYA SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REOUIREO TO TAKE DUE
PRECA(ITIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
{ABOVEGRO(INO AND UNDERGROUND/ WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FO(INO THAT THE ACT(IAL LOCATIONS ARE IN CONFL /CT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED (IT/l I TY COMPANIES {SEE BELOW/ AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTR(ICTION NEAR THEIR
FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
(INOERGROUND SERVICE ALERT
SOGBE
SBC
TIME WARNER CABLE
Cl TY OF CARLSBAD {STREETS ANO STORM DRAIN/
CITY OF CARLSBAD {SEWER.WATER 8 RECLA/MEO WATER/
8(1ENA SANITATION DISTRICT
{800/ 422-4133
{ 800/ 660-1343
{800/ 892-012.!
(760/ 438-7741
{760/ 434-2980
{ 760/ 438-2722
{160/ 126-l340x /314
OPUS POINT LOT 7
PLAN IMPROVEMENT
STREET NOTES
I. ACTUAL STR(ICTURAL SECTIONS WILL 8£ OETERMINEO AFTER "R" VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENO/NEER OF THE STATE
OF CAL I FORNI A, PR I NCI PALL Y 00 I NG 8(15 I NESS IN THE Fl ELD OF APPL I ED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VAL(!£ TESTS
ANO THE ENGINEERED STR(ICTURAL SECTION M(IST 8£ SUBMITTED TO THE
ENGINEER/NG INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF TWO /2/
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET L /GHTS SHALL 8£ INSTALLED AS SHOWN ON THESE PLANS, (INDERGRO(INO
CONOU/ T R(INS, SERVICE POINTS AND HANO-HOLES SHALL BE SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS Will BE
ALLOWED. All L(IM/NAIRES SHALL BE "C(IT OFF" TYPE.
3. ALL (INOERGROUNO (IT/L I TIES AND LATERALS SHALL 8£ INSTALLED PRIOR TO
CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR S(IRFACING OF STREETS.
4. STORM DRAIN PIPE SHALL 8£ REINFORCED CONCRETE PIPE WI TH A MINIMUM
0-LOAO OF I, 350. FOR PRIVATE STORM DRAIN PIPES, (Ip TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH
3/4" ROCK PER SDRSD S-4 TYPE "C" ANO PIPE MEETS ASTM STANDARD 3034
FOR SOR .!5 SOL 10 WALL PIPE.
5. WERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WI THIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WI TH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE Pl(IGGEO
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL 8£ INSTALLED PER REO(I/REMENTS OF TITLE 24,
CAL /FORNI A AOMINISTRATI VE COO£.
1. STREET TREES SHALL 8£ INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD
LANDSCAPE MAN(IAL ANO LOCAL RESIDENTIAL STREET STANOAROS.
8. FIRE HYDRANT MARKERS SHALL 8£ PLACED IN THE STREET WI THIN THE L /Ml TS
OF WORK OF THIS PLAN PER SORS DWG M/9.
9. ALL S(IRVEY MONUMENTS ANO PO I NTS THAT ARE O IS T(IRBEO 8 Y TH IS WORK
SHALL 8£ RE-ESTABL /SHEO, PERPET(IATEO, ANO OOC(IMENTED PER THE
PROFESSIONAL LANO SURVEYORS ACT.
/0. TWO {21 SETS OF SURVEY (CUT/ SHEETS SHALL BE PROVIOEO TO THE CITY
ENGINEERING INSPECTOR.
SEWER NOTfS
/. All SEWER MAIN ANO APPURTENANCES SHALL 8£ CONSTR(ICTEO IN ACCORDANCE
WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS VOLUME I, CHAPER 6
ANO VOLUME 3", DATED JUNE, 2004 OR THE LATEST £01 TION.
2 THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF !NO(ISTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL
PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT
SHALL 8£ OBTAINED FROM THE DISTRICT. IT MUST 8£ SIGNED AND APPROVED
BY TH£ DISTRICT'S ENO/NEER ANO SUPERINTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERM/ T SHALL BE REO(I/RED.
5. THE CONTRACTOR SHALL NOTIFY THE Cl TY OF CARLSBAD ENO/NEERING
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
( TELEPHONE NO. {760/ 602-2180/
CMWO WATER NOTES
I. WATER MA IN ANO APPURTENANCES SHALL BE CONSTR(ICTED IN ACCORDANCE WI TH
THE "CITY OF CARLSBAD ENGINEERING STANDARDS VOL(IMES 2 8 3", OATEO JUNE,
2004 OR THE LATEST EDITION.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE OIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL PROVIDE PROOF
OF OSHA NOTIFICATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STATE
CONSTR(ICT/ON SAFETY ORDERS
3. BEFORE ANY CONNECTION OR SH(IT DOWN OF VALVES ON EXISTING C.M.W.O.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.O. OFFICE ANO MUST
BE SIGNED ANO APPROVED BY DISTRICT ENGINEER AND DISTRICT
S(IPER I NTENDENT.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELO A MINIMUM OF 1 DAYS
BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE Cl TY
OF CARLSBAD ENG/NEERING INSPECTION 48 HOURS PRIOR TO BEBINNING OF
CONSTR(ICT/ON { TELEPHONE NO. {760/ 602-2780/ FOR SCHEOUL ING.
5. NO TREES OR STR(ICTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,
ALL EXISTING TREES ANO STRUCTURES SHALL BE REMOVED PRIOR TO
COM',!ENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WR! TTEN
PERMISSION FROM THE DISTRICT ENGINEER.
6. THE EXACT HORIZONTAL ANO VERTICAL Al /GNMENT ANO TYPE OF MATERIALS OF
THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND 8(1/LO/NG
SHALL 8£ OETERMINEO BY THE CITY OF CARLSBAD FIRE MARSHAL.
1. All RECLA/MEO WATER MAINS ANO APP(IRTENANCES SHALL 8£ CONSTRUCTED IN
ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING ST!lNOAROS VOLi/MES 2 8 3",
OAIEO JUNE, 2004 OR THE LATEST EDITION.
8. All 8(1R/EO COPPER PIPING ANO APPURTENENCES SHALL 8£ PROTECTED BY
MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT ANO DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
CMWO CONSTRUCTION NOTES
/. ALL POTABLE WATER SERVICES SHALL BE I" AND ALL POTABLE WATER METERS
SHALL BE 5/8" {(INLESS OTHERWISE NOTED ON PLANS/.
2. All WATER METER BOXES SHALL 8£ !7"x30"x/2" POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EOUAL.
3. MIN/M(IM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES
SHALL BE 10 FEET.
4. THE TOP OF WATER METER BOXES SHALL BE Fl(ISH WITH THE FINISHED S(IRFACE
GRADE.
P.I.P. 08-15
PROJECT LOCATION
THIS PROECT IS {OCA TEO /',/THIN ASSESSORS PARCEL No. 221-881-01.
THE CAUFORNIA COORD/NA TE INDEX OF THIS PROECT IS N 1992 E 6258.
PROJECT LOCATION
THIS PROJECT IS LOCATED MTHIN ASSESSORS PARCEL NOS. 221-881-12
ANO 221-880-07, 08, 09, & 10 TH£ CALIFORNIA COOROINA TE INDEX OF
THIS PROJECT IS N 1992 £ 6258
LEGAL DESCRIPTION
{OT 7 OF CAR{SBAO TRACT NO. 98-10, CARLSBAD RACEWAY, IN TH£ CITY OF
CARLSBAO, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP
THEREOF NO. 1501 J, RLEO IN THE OFRCE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY, MAY J, 2005 AS RLE No. 2005-0311022 OF OFF/CIA{ RECORDS.
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE NORTHERLY LIN£ OF LOT 7, OF MAP No. 15013
I.E. N 8IV9'J9" E
REFERENCE PLANS
CITY OF CARLSBAO DRAMNG NO.s 409-1, 409-IA, 448-lA, 441-9, & 441-9A
CITY or OCEANSIDE
H!GHWA'!'
OWNER/DEVELOPER '
OPUS MST CORP.
4350 LA JOLLA VlllAGE DRIVE, SUITE 110
SAN DIEGO, CA 92121
PHONE: (858) 546-4100
CML ENGINEER/LANO SURVEYOR
O'.OAY CONSULTANTS, INC.
2110 {OKER A VENUE /fl'ST, SUITE 100
CARLSBAD, CA. 92010
(160) 931-1100
SJTE l ~T, 0~ VISTA
PACIFJC
OCEAN
CITY or ENCINITAS
VICINITY MAP
NO SCALE
:
NOT£!!
DECLARATION OF RESPONSIBLE CHARGE RECTRONIC DA T,4 RLES ARE FOR REFERENCE
I HEREBY DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS
PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE
DESIGN ON TH£ PROECT AS DEFINED IN SECTION 6103 OF THE BUSINESS
ANO PROFESSIONS CODE, AND THAT TH£ DESIGN IS CONSISTENT /',/TH
CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT ORAMNGS AND
SPECIRCATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME,
AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
O'.OAY CONSULTANTS, INC.
2110 LOKER A VENUE Uf'ST, SUITE 100
CARLSBAD, CALIFORNIA 920/0
{76D) 93/-7100
/4_ , /c::, r-DA TE: ¢,0-u,7
ANDREW J. VAN LOY
R.C.E. NO. 64513 EXP. 6/30/01
BENCHMARK
DESCRIPTION: STANDARD STREET SURI/EY MONUMENT
LOCATION: APPROX. 1400 FEET SOUlll OF PALOMAR
AIRPORT ROA!) ON CENTERLINE OF
£L CAMINO REAL
RECORD FROM: NORlll COUNTY '/£RT/CAL CONTROL DATA
R-1800 308+76
ELEVATION: 291.25 M.S.l. DATUM: NGVO 1929
ONl Y ANO ARE NOT JO BE USED FOR HORIZONTAL
OR 'if:R llCAL SUR'if:Y CONTROL
CARLS~~AL WATER DISTRICT
re:_'2-/o 1
DAVID A. HAUSER R.C.E. 33081 DATE
DEPUTY CITY ENGINEER EXP. 06/30/08
AS-OUILT
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
l:\051130\05.}QNJ01.d•g Mc:r 28. 201>7 4:1',prll
Xre'la: 0530VIC; 0530AN; 0530NI
WORK TO BE OONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORllANCE WITH THE FOllOWING DOC(IMENTS,
CURRENT AT THE TIME OF CONSTR(ICTION, AS DIRECTED BY TIIE CITY £NC/NEER.
I. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD SIANOARDS
J. THIS SET OF PIANS
4. RESOLUTION NOs. 5024 THROUGH 5030, DATED OCTOBER 17, 2001, ANO PIP No. 06-15, DATED NOVEMBER 16, 2006.
5. THE SIANOARO SPECIF/CATIONS FOR PUB/JC WORKS CONSTRUCTION (GREEN BOOK)
6. SOILS REPORTS AND RECOMMENDATIONS BY CEOCON INCORPORATEO, DATED A/JCUST 17, 200~ MARCH 7, 2005,
OCTOBER 24, 2005, NOI/EJ,/BER 10, 2005, ANO /JP£ViTEO JANI/ARY 10, 2006 BY MTIJL
1. THE SAN DIEGO AR&4 REGIONAL SIANOARO D/11,W/NGS ANO AS MAY BE MOO/RED BY THE CITY OF CARLSB40 STANDARDS.
8. ENVIRONMENTAl APPRO~ DOCUMENTS DATED OCTOBER 17, 2001 RES. No. 50.Jf
9. CARLSBAD M. lf.O. RULES & REC/JlATIONS FOR CONSTRUCTION OF POTABIE, REC/AIMED ANO
SEWER SYSTEMS /ATEST REVISION OF STANDARDS ANO SPECIFICATIONS.
10. STORMWAlER Pf1LW7JON PR£'1£f/7JON />JAN (SWPPP) .BY Oi.14Y fXJNSJJLIANTS JJAIED OCTOBER ~ 2006
ANO REVISED JANUARY /5, 2001 WDID No. 9 31C345J85.
11. STORMWATER IMNAC£MENT PLAN (SWMP) PREPARED BY Oil<IY CONSUL/ANTS £ViTEO OCTOBER 10, 2005
ANO REVISED FEBRUARY 20, 2007.
12 THE CALIFORNIA STORM WA/Ell QUALITY ASSOCIATION (CASQUA) STORM WATER BEST MANAGEMENT PRACTICE,
CONSTRUCTION HANDBOOK ANO STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, CONSTRUCTION SI/E BEST
MANAGEMENT PRACTICES (BMP) MANUAL
LEGEND NOTE: QUANTITIES AR£ FOR BONDING PURPOSES ONLY. ACT/JAi. QUANTITIES M4Y k!4RY.
DESCRIPTION DWG. No. •• SYMBOL QUANTITY
EXISTING CURB & CUTTER.
EXISTING PEDESTRIAN RAMP TYPE 11'. • ••••••••••••••••••••
EXISTING PEDESTRIAN RAMP IYPE 'fl'. . . . . . . . . . . . . . . . . . . . . . .
EXISTING P.C.C. SIDEWALi( (4") ........................ .
EXISTING ALLEY-TYPE DRIVEWAY ••••••••••• , ••• , ••••••••
EXISTING STREET LICHT. • ••••• , ••••••••••••••••••••
EXISTING SEWER. • ••••••••••••••••••••••••••••••
EXISTING WATERLINE. •••••••••••••••••••••••••••••
---s--
EXIST/NC GATE VALVE. • •••••••••••••••••••••••••••
EXISTING BLOW-OFF VALi/£ ASSEMBLY •••••••••••••• , •••••
EXISTING A. V.A_ .............................. .
EXISTING ENOCAP. • • • . • • • . • • • • • • • • • • • • • • • • • • • • • • •
EXIST/NC FIR£ HYDRANT ASSEMB{ Y. • • • • • • • • • • • • • • • • • • • • • • -,
EXIST/NC RECYCLED WATER. • • • . • • • • • • . . • • • • • • • • • • • • • •
EXISTING STORM DRAIN. • , • • • • • • • • • • • • • • • • • • • • • . • • • • •
EXIST/NC TYPE )I' C.O ..•••••••••••••••••••••••••••••
EXIST/NC TYPE 'F' C.B.. • • • • • • . • • • • • • • • • • • • • • • • • • • • • •
6' SEWER iATERAl (PRIVATE) •••••••.•••.••. C.O.C. STO. NO. S-1.
.SP-01 _ ••• ___ •
-®--W-
--0---w-
---<1---w-
-W---'l
-w-T-
-RW-
50=
=@J=
==@
----<®
---1!-o-® CONCRETE CUT-OFT WAIL
SEWER LATERAL ClEANOUT. .C.O.C. STO, NO. S-1. --sS--0-c--
8' P.V'C. WATERLINE ••••••.•••••• , ••• , ••••••••••• -w--
a• GATE k/4£~ & l-/4LVE BOX ASSEMBLY •.•.•••. C.M.W.O. W-16 •.••• -W--0--
CONCRETE THRUST BLOCK. . ••••••.•.•••••.••••••••••
8' JJO/JB/£ NTECTOR CHECK VAL 'I£ ASSI'. (OOCV) •• £./.I. WJl W-22. _ • • • -W-£.jjl
FIR£ HYDRANT ASSEMBl Y (3-WA Y,}. . . . . • • • • .JONES 3115 OREO-•• --W-L
2• WATER METER •••.•••.•••.••••••• £.M. W:O. W-4 ••.••• --o---@)
2" AIR & VACUUM VAL 1-f' (A. V.A.) • • • • • . • • • £.M. W:0. W-7 •••••• --W--
' AS !.IOOIREO BY CITY OF CARLSBl<f} STANDARDS FOR PUBUC IMPROVEMENTS
" SORSO UNLESS NOTED OTHERWISE.
21 LF
I £A
I £A
2JS LF
I EA
5 EA
I £A
I EA
I EA
I EA
REVISED: FEBRUARY 2007
REV/SEO· JANUARY 2001
c~~??~,s DESIGNED BY, A.JV. DATE: OCTOBER 2006
DRAWN BY: G.l.t .• T.G. SCALE: AS SHOWN
PROJECT MGR: T.0.C. JOB NO.: 05-1130
2710 Loker Avenu11 West Civil En<;iineering ENGINEER OF WORK: Suite 100 Planning
Carlsbad, California 9201 O Processing
,,(__-✓-760-931-7700 'Surveying __./ ~ DATE: ,,/_ ll? Fax: 760-931-8680
www.odayconsLillonts.com ANDREW J. vm LOY / RCE: '64573
CITY OF CARLSBAD FIRE DEPARTMENT "AS BUil T"
REQUIREMENTS
NO. DF F.H.(S)_1_F.FLOW 2 ODO G.P.M. OUT DF_1_F,H.(S). ~.?,C:-f. .:i' IW"",.
BLDVPRINKLED @NO .. F.FLOW 3 750 G.P.M. RCE C.4573 EXP, r;.L30li?009 DATE _.,~ ~ ~~r: REVIEWED BY: Ft,n' MARS, Al/ • 1 A TE /J,.y-/4, -?.I 2/tJ'J_
INSPECTOR DATE
I SH,ET I CITY OF CARLSBAD I SHJTS j
ENGINEERING DEPARlMENT
IMPR0'-£1./ENT PLANS FOR:
OPUS POINT
LOT 1
APPROVED/}J~ s &-..Lo,. DAVID A. HAUSER ' DEPUTY CITY ENGINEER PE 33081 EXPIRES 06-30-08 DATE
DWN BY: PROJECT NO. DRAWING NO. DATE INlllAL DATE INITIAL CHKD BY:~
OTHER APPROVAL CITY APPROVAL RVWD BY: P.I.P. 06-15 448-1
071607
NOTE!!
ELECTRONIC DATA RLES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR
HORIZONTAL OR VERTICAL SURVEY CONTROL.
SIGNING if' STRIPING NOTES
/. TH£ CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING ANO STRIPING.
2. ALL 51GNING, STRIPING ANO PA 'IEMENT MARKINGS SHALL CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION {FHWA)
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY lll£ MUTCO 2003 CALIFORNIA
SUPPLEMENT, THE CALTRANS STANDARD SPECIFICATIONS (2002 OR LATEST VERSION THEREOF}, THESE PLANS ANO TH£
SPECIAL PROVISIONS.
J. All SIGNING ANO STRIPING IS SUBJECT TO TH£ APPROVAL OF lll£ PUBUC WORKS DIRECTOR OR HIS REPRESENTATIVE,
PRIOR TO INSTALLATION.
4. ANY DEV/A TION FROM THESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED BY TH£ ENGINEER OF WORK ANO
PUBlfC WORKS DIRECTOR PRIOR TO ANY CHANGE IN lll£ FIELD.
5. ltll STRIPING SHALL 8£ Rffi£CTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL 8£ REPAINTED TWO WEEKS
AFTER /Nil/AL PAINTING.
6. ALL S/GNAGE SHALL BE REFLECTIVE PER CA/TRANS SPECIFICATIONS ANO SHALL US£ ENCAPSULATED LENS REFLECTIVE
SHEETING (HICH INTENSITY OR EQUAL}
1. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, All STREET STRIPING AND MARKINGS WITHIN A 500'
PERIMETER OF lll£ CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONOll/ON, IN A MANNER MEETING lll£
APPROVAL OF lll£ CITY INSPECTOR.
8. EXACf LOCATION OF STRIPING ANO STOP LIMIT "LINES SHALL 8£ APPROVED BY lll£ PUBLIC WORKS DIRECTOR OR HIS
REPRESENTATIVE PRIOR TO INSTALLATION.
9. CONTRACTOR SHALL REMOVE ALL CONfllCTING PAIN TEO LINES, MARKINGS ANO PAVEMENT LEGENDS BY GR/NO/NG.
DEBRIS SHALL 8£ PROMPTl Y REMOVED BY TH£ CONTRACTOR.
10. All PAVEMENT LEGENDS SHALL 8£ TH£ LATEST VERSION OF TH£ CALTRANS STENCILS.
II. LIMIT LINES ANO CROSSWALKS SHALL 8£ FIELD LOCA TEO. CROSSWALKS SHALL HA VE JO' INSIDE DIMENSION UNLESS
OTHERWISE SPECIFIED.
12. ALL CROS.SWA/KS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL 8£ THERMOPLASTIC
UNLESS OTHERWISE SPEC/f/EO.
13 flRE HYDRANT PA 'IEMENT MARKERS SHALL CONFORM TO TH£ MUTCD 2003 £0/TION AS AMENDED BY TH£ 2003
CALIFORNIA SUPPLEMENT ANO SAN DIEGO REGIONAL STANDARD DRAWING 11-19.
14. ALL MEDIAN NOSES ANO FLARES SHALL BE PAINTED YELLOW.
15. All SIGNS SHALL 8£ STANDARD SIZE AS SHOWN IN THE MUTCD 2003 EDITION AS AMENDED BY TH£ 2003 CALIFORNIA
SUPPLEMENT UNLESS OTHERWISE SPEC/flED.
16. SIGN POSTS SHALL 8£ SQUARE PERFORATED STEEL TUBING Willi BREAKAWAY BAS£ PER SAN DIEGO REGIONAL
STANDARD ORA WING Al-45.
11. l'IHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED
MOUNTING BRACKET Willi STRAPS.
18. EXISTING SIGNS RDdOVED BY lll£ CONTRACTOR SHALL 8£ DELIVERED BY TH£ CONTRACTOR TO TH£ CITY OF CARLSBAD
PUBLIC WORKS YARD AT 405 OAK AVENUE
19. All SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROV/0£0 ANO INSTALLED BY TH£ CONTRACTOR EXCEPT
THOSE SIGNS SPEC/FICALL Y SHOWN AS EXISTING TO BE RElOCA TED OR TO REMAIN.
20. (IF NECESSARY) WHERE R4-1 SIGN AND OM/-3 OBJECT MARKER AR£ TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN
NOSE; lllE R4-1 SIGN SHALL 8£ 18"x24' AND TIIE OMl-3 OBJECT MARKER SHALL BE l2'xl2'.
DESIGNED BY: ....cA=,J,,,.,V, __ DATE: OCTOBER 2006
DRAW~ BY: G.M. T.G. SCALE: 1" • 40'
PROJECT MGR.· T.O.C. JOB NO.: 05-1130
o· 10· 40•
5 20
SCALE: 1 " = 40'
"AS-BUILT II
.,,;;?' .,6. /4.;S ¢,V.-io.,t
f-----------------1 P.E. G45 7.3 EXP, 6/30/200') DATE
27iO Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fox: 760-931-8680
www.oduyconi;;ulhmls.com
Civil Engineer·ing
Plonning
Processingi
Surveying
ENGJNEER OF WORK:
DATE:
REVIEWED BY:
~~
INSPECTOR
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BENCHMARK
DESCRIPTION: STANDARO STREET SURVEY MONUMENT
LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF
El CAMINO REAL
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA
R-1800 308+16
ELEVATION: 29725 MSL. DATUM: NGVD 1929
3 WATER Jt SEWER PLAN
AS-e,UILT
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
1:\0511J0\05~102.d11! Mar 28. 2007 ♦:31pm Xreft: 05:!.0NMAP; 053 NGRD; 05.1rl'GRD; 053Df>MAP; 05.JOHGRD: 053CNun.: 9822£:GRD; 982.20GRD; 0530N~ 0530PGRD1; 05.'50NGRD1
I S2ET I CITY OF CARLSBAD I SHJTS I
ENGINEERING DEPARTh1ENT
IMPROlfMENT PlANS FOR:
OPUS POINT
LOT 1
APPROVED~_,/ 4/
DAVID A. HAUSER s-L'&. rJ... ,j 7
DEPUTY CITY ENGINEER PE 33081 EXPIRES 06-30-08 DATE
OWN BY: PROJECT NO. DRAWING NO.
CHKD BY:~
RVWD BY: P.I.P. 06-15 448-f
071607
-·--·--·i·-•··
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NOTE!!
ELECTRONIC DA TA FILES AR[ FOR REFERENCE
ONLY ANO AR[ NOT TO 8[ US[O FOR
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271 0 Loker Avenue West
Suite 100
Carls bod, California 92010
760-931-7700
Fox: 760-931-8680
v, ww. odayc onsultonts.com
Civll Engineering
Planning
Processing
Surveying
II 12
:
SCALE: t• = 20' REVISED: FEBRUARY 2007~-----------------, REVISED: JANUARY 2007
DESIGNED BY: A.J.V. DATE: OCTOBER 2006 "AS-BUILT "
DRAWN BY: G,M .. T.G. SCALE: AS SHOWN
PROJECT MGR.· T.0,C. JOB NO.: 05-1130 ~~ ~l¢oa?
,--------------------1 P.E. G4!! 73 EXP. G/30/2009 DATE
ENGINEER OF WORK:
RCE: 6
-
~ DELTA/BEARING
I N 08'50'2!' W
2 N 00'33'!6' W
3 N 4426'44' £
4 N 00'33'!6' W
5 N 8926'44' £
WATER NOTE
o· s· 20'
10 40'
SCALE: 1" = 2D'
WATER DATA
RADIUS LENGTH
31.53'
35.94'
45.97'
105.9/'
15.51'
REMARKS
8' PVC N a. 200 HC 700
8' PVC N a. 200 HC 700
8' PVC N a. 200 HC 700
8' PVC ~ a. 200 HC 700
8' PVC N a. 200 HC 700
NO DEFLECTIONS AT BELLS, RmNGS OR OF TH£ PIP£ WILL B£ ALLOWED.
TH£ US£ OF 0£Fl£CTION COLLARS SHALL 8£ REQUIRED.
I I ~ EXIST. 24" RCP
1
r sToR, DRAIN
PLAN
8
SCALE: t• = 20'
PR/VAT£ S£W£R DATA
~ DELTA/BEARING RADIUS LENGTH REMARKS
I N 08'50'2I' W 1805' 5• PVC ~ SOR 35
2 N 00'33'/6' W 9.13' 5• PVC ~ SOR 35
SEWER NOTE
SEWER LATERAL STATION/NC REFERENCES UONSHEAD AVENUE
CENTERLINE ALIGNMENT.
~ CITY OF CARLSBAD 1-----1--+-----------------1---+--t-----+---1 l_J_J ENGINEERING DEPARTMENT
>---+----<-----------------+---+----<l------<---1
I SHJTS I
BENCHMARK
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CEN T£RLIN£ OF
£L CAMINO REAL
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA
R-1800 308+76
ELEVATION: 29725 M.S.L. DATUM: NCVD 1929
WA !ER ct SEIIER Pl.ANS FOR:
OPUS POINT
LOT 7
-
AP_P_Ro_v_rn~~1~/_er_ ,//~::_-__!!l,Yl!L~~L-!-•/o7 e...,_ DAVID A. HAUSER -'/_ ..,._ ~
,----l----+----------------1-----t---+---+----t DEPUTY CITY ENGINEER PE33D81 EXPIRES D6-30-08 DAlI
DAT£ INITIAL DAT£ INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
l:\D5113D\0530NIOJ.dwg lolar 25. 2001 4-:31pm
)(reft: 0530PI.IAP: 0530PGRO; 0530Wi1AP: 0530NI; 0530PUll; O~CNGRO; 0530NUTl; 0530NGRD1; 053CE'GRDI; 05300PR0; 05JOHGR0; 0530f1Ull
DAT£ INITIAL
CITY APPROVAL
D WN BY: ----,...-:,;,--
CH K D BY: UJV
RVWD BY: " LI
PROJECT NO. DRAWING NO.
P.I.P. 06-15 448-1
' I
071607