HomeMy WebLinkAboutDWG 449-2; PIP 06-18; OPUS POINT LOT 10 & LOT 11; 01-05\
GENERAL NOTES
I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARO/NG IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAJV.C ANY PORTION OF THE
CARLSBAO MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, Cl TY
STANOAROS OR OTHER AOOITIONAL OOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT REL !EVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO
OMISSIONS 0/SCOVEREO OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRE[} FOR ANY
WRK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF JNSi/RANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN AOOITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF SI, 000, 000. 00 FOR EACH OCCURRANCE OF L /AB/LI TY. THE INSURANCE
COMPANY f'J</TING THE POLICY MUST HAVE A RATING OF "A-• OR BETTER
ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY
RATING GU/OE.
5. NO WORK SHALL BE COM\fENCEO UNTIL ALL PERM! TS HAVE BEEN OBTAINED FROM
THE CITY ANO OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE
IMPROVEMENT AGREEMENT.
T. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE f'J</ 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
S16NED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES OUR/NG CONSTRUCTION.
II. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF.-
IA} SUMMRY SHEET. /BJ LABORATORY WORK SHEETS AND (CJ COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING Bi!SINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT/SJ SHALL BE !!"'1EOIATELY Si!BMITTED TO
THE .CITY ENO/NEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRi!CTION MEETING SHALL BE HEI O AT THE $1 TE PRIOR TO THE
BEGINNING OF WORK ANO SHALL BE ATTENOEO BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDi/LE THE MEETING
THROUGH THE PfRMIT CLfRK {/160} 438-3891} AT LEAST FIVE (5) WORKING DAYS PRIOR
TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING.
/3. ALL INSPECTION REOUESTS OTHER THAN FOR ?RECONSTRUCTION MEETING Will BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REOilEST LINE AT
{?60} 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2.-00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEOED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REOUEST OTHERWISE. REOi!ESTS MADE AFTER
2.-00 P.M. Will BE SCHEDi/LED FOR TWO FULL WORK DAYS LATER.
14. THE 01',f/ER AND/OR APPL !CANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL tJES/6N, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUO!NG
SHORING. ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBM/ TT/NG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND OUR/NG THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR Di/RING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5'} OR
MORE IN OEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANOARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIV.C CODE THE PLAN SHALL BE PREPARED BY A
REG/STEREO ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WI THIN ANY WORK ZONE
DURING CONSTRi/CTION, OPERATIONS WILL CEASE IMMEDIATELY, ANO THE
PERMITTEE Will NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
i/NTIL THE PERMITTEE HAS RECE!vTD WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO 00 SO.
IT. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, !NCLi/0/NG
WARMING i/P, REPAIR, ARRIVAL, DEPARTi/RE OR OPERATION OF TRi/CKS,
EARTHMOVING EOUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQi/lPMENT SHALL BE LIM/TEO TO THE PERIOD BETWEEN 1.-00 A.M. AND
SUNSET fAC/i DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVIN(j OR GRADING
OPERATIONS SHALL BE CONDi!CTED ON WEEKENDS OR HOL !DAYS. (A l lST OF Cl TY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER./
18. ALL OFF-SITE HAUL ROUTES SHALL BE Si/BMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL 71W FULL WORKING DAYS PRIOR TO BEGINNING QF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAi/L ROi/TE OR ADJACENT STREETS AS A RESULT OF THE
GRAD I NG OPERA Tl ON.
19. NO BLASTING SHALL BE COMMENCED WITHOi/T A CITY ENGINEER APPROVED
BLAS Tl NG PROORAM.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES ANO FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLEO 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 REOillREO TO TAKE DUE
PRECAi/TIONARY MEASURES TO PROTECT THE i/TIL/TIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVEGROUND AND i/NOERGROUND/ WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERM/ T THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT JS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UT/l I TY COMPANIES {SEE BELOW} AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON NEAR THEIR
FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
S068E
SBC
TIME WARNER CABLE
CITY OF CARLSBAD /STREETS ANO STORM DRAIN}
CI TY OF CARLSBAD I SEWER, WATER 8 RECLA I MEO WATER I
BUENA SANITATION DISTRICT
1800} 422-4133
(800/ 660-1343
{BOO/ 892-0123
/160} 438-7741
I 160/ 434-2980
I 160/ 438-2722
/760/ T26-l340x 1374
OPUS POINT POR. LOT
IMPROVEMENT
10 &
PLAN
LOT 11
STREET NOTES
I. ACTUAL STRi/CTURAL SECTIONS WILL BE DETERMINED AFTER .. R. VALUE
TESTS HAV.C BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE .. R. VALUE TESTS
ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO /21
Ci TY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET L /GHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND
CONDUIT RUNS, SERVICE POINTS ANO HANO-HOLES SHALL BE SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE
ALLOWED. ALL Li/MINA/RES SHALL BE ·cur OFF" TYPE.
3. ALL i/NOERGROi!NO UTILITIES ANO LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WI TH A MINIMUM
0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15· PVC MAY BE
UTIL /ZED PROVIDED DEPTH JS LESS THAN 15 FEET ANO BACKFILLED WITH
3/4" ROCK PER SDRSO S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034
FOR SOR 35 SOL JD WALL PIPE.
5. WHERE AN EXISTING PIPE L /NE JS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WI TH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CAL /FORNI A ADMINISTRATIVE CODE.
T. STREET TREES SHALL BE INSTALLED PER SECTION IV 0. 3 OF THE CITY OF CARLSBAD
LANDSCAPE MANUAL ANO LOCAL RESIDENTIAL STREET STANDARDS.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SORS DW6 M/9.
9. ALL SURVEY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LANO SURVEYORS ACT.
10. 71W /2} SETS OF SURVEY (CUTI SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
SEWER NOTES
I. ALL SEWER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS VOLUME I, CHAPER 6
AND VOLUME 3', DATED Ji/NE, 2004 OR THE LATEST EDITION.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL 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 BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED ANO APPROVED
BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBL JC RIGHT OF WAY, A Cl TY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NO
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
(TELEPHONE NO. {160} 602-2180/
Cl.tWD WATER NOTES
I. WATER MAIN ANO APPi/RTENANCES SHALL BE CONSTRUCTED IN ACCOROANCE WITH
THE ·c, TY OF CARLSBAD ENGINEERING STANDARDS VOLUMES 2 a 3", DATED Ji/NE,
2004 OR THE LATEST EDITION.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE OIV/SJON
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF
OF OSHA NOTIFICATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STATE
CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHi!T OOWN OF VALVES ON EXISTING C.M.W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.WD. OFFICE ANO MUST
BE SIGNE[} ANO APPROVED BY DISTRICT ENGINEER AND !}/STRICT
Si/PER I NTENDENT.
4, A PRfCONSTRIICTION CONFfRfN(;f MffTIN/i SffAlL Bf ffflO A MINIMUM OF 1 OAYS
BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY
OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF
CONSTRUCTION I TELEPHONE NO. {160/ 602-2780} FOR SCHEOi/L ING.
5. NO TREES OR STRUCTURES SHALL BE ALLOWEO IN THE WATER LINE EASEMENT,
ALL EXISTING TREES AND STRi/CTURES SHALL BE REMOVED PRIOR TO
C()f,MENCEMENT OF WORK -ANY EXCEPTIONS SHALL REOillRE WRITTEN
PERMISSION FROM THE OJ STRICT ENGINEER.
5. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
THE FIRE L !NE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING
SHALL BE DETERMINED BY THE Cl TY OF CARLSBAD FIRE MARSHAL.
1. ALL RECLAIMED WATER MAINS ANO APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WI TH THE "CITY OF CARLSBAD ENGINEERING STANOAROS VOLUMES 2 a 3",
OATEO JUNE, 2004 OR THE LATEST EOIT!ON.
8. ALL BURIED COPPER PIPING ANO APPURTENENCES SHALL BE PROTECTED BY
MEANS OF CATHODIC PROTECT/Oil/. IF DEVELOPER/OWNER CONOilCTS A SOILS
TEST REPORT ANO DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
Cl.tWD CONSTRUCT/ON NOTES
I. ALL POTABLE WATER SERVICES SHALL BE I" AND ALL POTABLE WATER METERS
SHALL BE 5/8• (UNLESS OTHERWISE NOTED ON PLANS}.
2. ALL WATER METER BOXES SHALL BE JT"x30·,12· POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EOUAL.
3. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS ANO SEWER SERVICES
SHALL BE 10 FEET.
4. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE
ORAOE.
P.I.P. 06-1B
PROJECT LOCATION
THIS PROJECT IS LOCAlll) WITHIN ASSESSORS PARCEL NO. 221-881-04 &-05
TH£ CALIFORNIA COOROINA TE INDEX OF !HIS PROJECT IS N 1992 £ 6258.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA lll) BY AERIAi. TOPOGRAPHIC
SURVEY BY SAN-LO AERIAL SURVEYS ON JULY I( 1991. EXISTING MASS GRADING
SHOWN PER APPROVED CITY OF CARLSBAD OWG: NO. 409-IA.
LEGAL DESCRIPTION
PORTION OF LOT 10 &-LOT JI OF CARLSBAO TRACT NO. 98-10, CARLSBAD RACEWAY,
IN TH£ CITY OF CARLSBAO, COUNTY OF SAN DIEGO, STA TE OF CAUFORNIA,
ACCORDING TO MAP !HEREOF NO. 7501.J, Fl/£0 IN THE OFFICE OF TH£ COUNTY
RECORDER OF SAN DIEGO COUNTY, MAY .J, 2005 AS FILE No. 2005-031/022 OF
OFFICIAL RECORDS.
BASIS OF BEARINGS
TH£ BASIS OF BEARINGS IS TH£ /lfSTERL Y UNE OF LOT 71, OF MAP No. 15013
1.£. N 01'23'44• W.
REFERENCE PLANS
CITY OF CARLSBAD DRAWING NO.s 409-1, 409-IA
CITY or OCEANSIDE
HIGHWA'll
••;ef7
I
DEVELOPER
OPUS llfST CORP.
4350 LA .JOI.LA VILLAGE DRIVE, SUITE 110
SAN DIE/JO, CA 92121
PHONE· (858) 546-4100
CIVIL ENGINEER/LAND SURVEYOR •
0 VA Y CONSUi. TAN TS. INC.
2110 LOKER AVENUE /lfST, SUITE 100
CARLSBAD, CA. 92010
(160) 931-7700
SITE
~VISTA
!5111'-p.\/'t-·
PACIFIC
OCEAN
CITY or ENCINITAS
VICINITY MAP
NO SCALE
DEClARA TION OF RESPONSIBLE CHARGE
I HEREBY OEaARE THAT I All THE ENGINEER OF WORK FOR !HIS
PROJECT, !HAT I HAVE EXEROSED RESPONSIBLE CHARGE OVER THE
DESIGN ON THE PROJECT AS 0£f7NEO IN SECTION 6103 OF TH£ BUSINESS
AND PROFESSIONS COO£, AND THAT TH£ DESIGN IS CONSISTENT WITH
CURRENT STANDAROS.
I UNDERSTAND THAT TH£ CHECK OF PRO.JECT DRAMNGS ANO
SPECIFICAl/ONS BY Tlf£ CITY OF CARLSBAO DOES NOT RELIEI/£ ME,
AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
0 VAY CONSUi. TAN TS, INC.
2110 LOKER A VENUE /lfST, SUITE 100
CARLSBAD, CALIFORNIA 92010
(160} 931-1700 ~ DATE.· o/1/i:i;?
TIMOTHY 0. CARROLL, JR.
R. C.£. NO. 55381 EXP. 12/31/08
BENCHMARK:
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: APPROX. 7400 FFET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF
EL CAMINO REAL
RECORD FROM: NORTH COUNTY VE:Rl/CAL CONTROL DA TA
R-7800 308+15
ELEVATION: 291.25 M.S.L. DATUM: NCVD 1929
SINESS PARK DR.
NSHE/\D AVE.
., _NOTE!'
a
ELECTRONIC OA TA RlES ARE FOR REFERENCE
WlY ANO ARE NOT TO BE USED FOR HORIZONTAL
OR VERT!CAl SURVEY CONTROi.
CARLVD MUN~J WATER DISTRICT _J -,/;,.t./01
DAVID A. HAUSER R.C.E. 33081 DA i£ '
DEPUTY CITY ENGINEER EXP. 06/30/0B
~ l?!.flrlJ "Tr_ A5-81//t.T
DATE INITIAL
ENGINEER Of WORK
1:\051130\0l»0SIOt.dwg I.tar 29, 2001 2:22pm
Kr"fa: O:sJOVIC; 05.JOAH; 05lOSI
REVISION DESCRIPTION
WORK TO BE DONE
TH£ IIIPROVEMENT WORK S/14LL BE PERFOR/1£0 IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,
CURRENT AT TH£ TIM£ OF CONSTRIJCl/ON, AS D/RECTEO BY TH£ CITY ENGINEER.
I. CARLSBAD MUNICIPAL COD£
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
I. RESOLUTION NOs. 5024 THROUGH SOJO t:V<TED OCTOBER 11, 2001 &-P.I.P. 06-11 DATED NO'IE!.IBER 16, 2006.
5. TH£ ST.4NOARD SPEC/f/CATIONS FOR PUBLIC WORKS CONSTRUCTION (CREEi( BOOK}
6. SOILS REPORTS ANO RECOMMENDATIONS BY GEOCON INCORPORATED !J4TES NOVEMBER, 2005 ANO UPDATES.
1. TH£ S4N DIEGO AliVf RfG/ON4L SlilNOARO DRAWINGS AND AS /MY BE MODIFIED BY THC CITY OF CARLSBAD SlilNDARDS.
8. ENVJRONMENlilL APPROVAL DOCi/MENTS DATED OCTOBER 11, 2001 RES. NO. 5031
9. CARLSBAD MW.O. RULES &-REGULATIONS FOR CONSTRUCTION OF POTABLE, RECLAIMED ANO
SEWER SYSTEMS LATEST REVISION OF ST.4NDARDS ANO SPEC/f/CAT/ONS.
10. STORII WATER POLLUTION PREVENTION PIAN (SWPPP) BY Oil4Y CONSULlilNTS, INC., DATED NOVEMBER, 2006,
IYDIO NO. 9J1C345889.
11. STORII WATER MAN4Gl:MENT PIAN (SWMP) PREPARED BY Oil4Y CONS/JI.T.4NTS, INC., DATED NOVEMBER, 2006.
NOTE.· QUANTITIES AR£ FOR BONDING PURPOSES ONLY. ACTUAi. 0/JANTITIES IMY mRY.
LEGEND
DESCRIPTION DWG. NO. "* SYMBOL
EXISTING CURB &-GUT7fR.
EXISTING PEDESTRIAN RAMP TYPE ,I'. . __ .. _ ...... ______ . __
EXISTING PEDESTRIAN RAMP TYPE 'fl'. . . . . . . . . . . . _ _ _ . _ _ _ _ _ _
EXISTING P.C.C. SIDEWALK (47-_ . ____ . ___ . _______ .... __
EXISTING ALLEY-TYPE ORl'IEWAY. • •••••• _ • _ . _____ .• __ •••
EXISTING STREET LIGHT_ _ _ . __________ • ___ •••• _ _ _ _ _ _ _
EXISTING SEWER_ _ ______ • ___ • __ • _ • • • • • • • • • • • • • • • • -s--
EXISTING YIATERUNE. • •••••••••••••••••• ----. ---• _ -YI-
EXISTING GATE VAL VE_ _ __ •••••• _ ••••• ___ . ______ • __ -0--w-
EXISTING BLOW-OFF VAL VE ASSEMBLY. __ . ___ . __ • ____ • _ • _ • --0----w-
EXISTING A. V.A. . ......................... ____ _ --■--w-
EXISTING ENDCAP ____ .• ______ • ______ •••••••• ___ • _ -YI-----,
EXISTING RR£ HmRANT ASSEMBLY ___ • ___ • _ ••• __ . __ . ___ . _ ---w-T-
EXISTING RECYCLED WATER_ • ______ •• _ • • • • • • • • • • • • • • • •
EXISTING STORM DRAIN ••••••••••• ______ . ___ • __ • _ ••• _
EXISTING TYPE ;r C.0. • ••• __ . ___ . ___ • __ • ___ • • • • • • • _
EXISTING TYPE 'F' C.B. ___ . ______ • ___ • __ • __ • • • • • • • • •
EXISTING TYPE '8' CURB INLET •••••••••••••••• _____ • __
6" SEWER LATERAL (PRIVATE) ______ • __ •• _ •• £.M.W.O. S-5.
SEWER CLEANOUT_ • __ . _______ • ___ •• _ £.M.W.O. S-6.
-RW-
,n
==@=
==W
@:':==i
---s::r---<O
9• P.V.C. WATERLINE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • --W--
8" GATE VALi/£ &-VALi/£ BOX ASSEMBLY •••• ___ . £.M.W.D. W-/6_ . _ .. -W-<o--
2" BLOW OFF VAL 1/£ ASSE!.IBL Y. ______ . _ _ _ £.I.I W.O. W-6. ___ . _ --o--W -
2• MANUAL AIR RELEASE (MAR.)_ _ • _____ • • £.M. W.D. W-6. • • • • • ■ W--
••••••••• £.M.W.D. W-7 ____ • _ _/w_ __ 2• AIR VACVUM ASSEMBLY
CONCRETE lHRi!ST BLOCK_ _ ••••• _ ••••. _ . __ . ___ . ___ _ -~11-
OOUBLE DETECTOR CHECK VAL VE ASSEMBLY (DDCV)_ £.M. W.D. W-22 __ •• -w----5.iil
FIRE HYDRANT ASSEMBLY (3-WA Y). ______ . _ .[;.M.W.D. W-12 ••• __ ---W-L
/' WA !ER METER. _____ . ___ . __ .. _ _ _ _ .[;.M. W.D. W-3. . _ _ _ _ -------@
7" IRRIGATION METER _______ • ___ •• ____ .[;.M.W.D. W-4_ . _ _ _ _ -----<Il
TYPE 'G' CURB &-GUTTER_ _ _ •• __ • _ • • • • • .G-2.
PCC SIDEWALK. • • • • • • • • • • • • • • • • • • • ./J-7.
SAWCUT _ • __ •••••••••••••• __ . __ ....•• _ • _ •••
·•-: ' . -.-... '
TRENCH RESURFACING •• _. __ .•• _. ____ •• C-24~TYPE A'..... @.ibi\!Afil
• AS MOD!f7£0 BY CITY OF CARLSBAD STANDARDS FOR PUBLIC IMPROVEMENTS
"SORSD UNLESS NOTED OTHERWISE.
DESIGNED BY: H.R. DATE:
QUANTITY
l EA
1 EA
1,090 LF
2EA
I EA
2EA
I EA
3EA
I £A
4 EA
1 EA
I EA
10 LF
350 SF
70 LF
80 SF
DEC. 2006
C~~~TS
DRAWN BY: T.G. G.M. SCALE: AS SHOWN
PROJECT MGR.: T.0.C. JOB NO.: 05-1130
2710 lokar Avenue West Ci11il Engineering ENGINEER OF WORK: Suite l00 Planning
Corlsbod, Colifornla 92010 Processing ~ DATE 1(2.,&. 7S0-9J1-7700 Surveying
Fair;: 760-931-8680
www ,odoyconsultonts-.com TIMOTHY 0. CARROLL, JR. RCE: 55381
CITY OF CARLSBAD FIRE DEPARTulENT "AS BUILT" REQUIREMENTS ~Ctr NO. Of F.H.(S)_F.FLOW G.P.M. OUT OF_F.H.(S). :ii :Z.'-f'.~
BLDG. SPRINKLED YES/NO ... F.FLOW __ G.P.M. RC[ 55'3/:3/ EXP. l~?,,,c}_o DATE
REVI ~ED Bil (3 ( FIRE MARSHAL DATT: ~ --. ) P.~--. .,/4,1J9
PECTOR ATE
I SH,ET I CITY OF CARLSBAD I SHSTS I
ENGINEERING DEPARlMENT
IIIPROl£AIENT Pt.ANS FOR:
OPUS POINT
POR. LOT 10 rf LOT I I
APPROVEW 4/
DAVID A. HAUSER f/e':/_11
DEPUTY CITY ENGINEER PE 33081 EXPIRES 06-30-08 DAl[
OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ,:;ve
OTHER APPROVAL CITY APPROVAL RVWD BY: .::;,.., PIP 06-18 449-2
071307
NOTE!!
ELECTRONIC DATA FILES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FOR
HORIZONTAL OR VERTICAL SURVEY CONTROL.
\\\
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I I
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w_:wiWJ..L,J.-il(~-~tL.1"'-~~1~fr~[gLl~I l~I ~I ......... 1 gl ~I ak(I nJJm~~~~~~~~
1------------
KEY MAP l£6£NO
SEWER IA TERAl (PRIVATE) •
STORM DRAIN. • • .
WATER {PUBLIC}.
FIRE HYDRANT (PUBLIC}.
DOUBLE DETECTOR CHECK V,4l VE {PR/VAT[).
SEWER (EXIST.).
WAlER (EXIST.).
REC. WA/Di' (EXIST.).
.-s---@
--SD--
--W---..,
. ----5--· -
. ---w-
RW--
KEY MAP MAP No, i4BJi
SCALE: 1' -60'
SHEET INDEX
SHEET NO. DESCRIPTION
1
2
J~5
NOlES &-VICINITY MAP
KEY Ui!P, TYPICAL SECTIONS, & DETAILS
WAlER &-SD'IER PLAN
"
\
c~/!?~,s DESIGNED BY: ~,B, DATE: DEC. 2006
DRAWN BY: T.G. G.M. SCALE: AS SHOWN
PROJECT MGR.· T.O.C. JOB NO.: 05-11 JO
"AS-BUILT
~ CL
P.E.55°!,BI EXP.l~/4,
~~6P:
DATE
BENCHMARK:
DESCRIPTION: STANOARO STREET SURVEY MONUMENT
LOCATION: APPROX 1400 FEET SOUTH OF PAlOMAR
AIRPORT ROAO ON CENTERl/NE OF
2710 Loker A"enue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning
Carlsbod, California 92010 Processing ~C.4 760-931-7700 Surveying DATE: <t{'J/ti) Fax: 760-931-8680
www.odayconsultants.com TIMOTHY 0. CARROLL, JR. RCE: 55381
REVl~ED BY/J I (!) .... ),,~A_.J •
1i:iSPECTOR
3/,,JtJ'I
DTE
El CAMINO REAL
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA
R-1800 .J08+1fi
EL£VATION: 291.25 M.S.L DATUM: NCVD 1929
o' 60' ~iiiil""'~
SCALE: 1 " = 60'
-7.,. ,4;-J}Ull-T
DA1E INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
R/11--W>----f'• :::..-:....""' _= _'""_;;a ______ __,_1.:5._'2_' ---------~R/W
1.5'
10' 26'
5.5'
.ZS
-11-0.5' (T'fP.)
lj_ 26'
.ZS
EX/Sf 6' P. C. C.
CURB &-CU TlER
5.5' 1.5'
Ii~'/. r' ._,
~-r.
EX/Sf 4• P.C.C.
SIDEWALK
EXIST. A.C. PVMT. OVER ACGRECAl[ BASE:
PER DIIC. 409-T
EXISTING LIONSHEAD A££
PUBLIC
NO SCALE
I SH2T I CITY OF CARLSBAD I SHSTS I ENGINEERING DEPARTh1ENT
-----
/MPRO'£MENT PLANS FOR:
OPUS POINT
POR. LOT 10 ti' LOT I I
APPROVEDQ_/ #.-_
DAVID A. HAUSER -i._2.e..Lo 1
DEPUTY CITY ENGINEER PE 33081 EXPIRES 06-30-08 DATE
DA1E INITIAL
OWN BY: PROJECT NO. DRAWING NO. DA1E INITIAL CHKD BY· Gvf?
OTHER APPROVAL CITY APPROVAL RVWD BY: c.w PIP 06-18 449-2
J: \051130\0530Sl02.dwg Mor 29, 2007 2: 22i,m Xrefs 9735AUll.: 0530QLY; 9735.1,Sl'R; 9735AGR0; 0530RGRD,; 0530RGRDt: 053-0Rt.lAP; 0530R(.IT1.; 053DRU1l1; 0530SGRO; 05JOSGR01; 0530SMAP; 0530S.llL 0530SUTl1; 05J051; 0530SILY
071307
NOT£!!
ELECTRONIC DA TA FILES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FOR
HORIZONTAL OR VERTICAL SURVEY CONTROL.
C~/~TS
2710 Loker Avenue We:rt.
Suite 100
Carlsbad, California 92010
760-9.31-7700
F"ox: 760-931-B680
www.odayconsuttants.com
Civil Engineering
Planning
Processing
Surveying
DESIGNED BY: H.R.
DRAWN BY: T.G. G.M.
PROJECT MGR.· T.0.C.
ENGINEER OF WORK:
TIMOTHY 0. CARROLL, JR.
13 14
L
0 .. -)
------~---
PLAN
15 16
BUILDING 11
WATER LINE 'a'
-w-
1
_l
11
i
"
SCALE: f • "" 40'
"AS-BUILT DATE: DEC. 2006
SCALE: 111 = 401 --:;;:;:_C!-,y
JOB NO.: 05-1130
EXP.l~u P.E . .!FS"BBJ
DATE: 'f/:?,,pz
RCE: 55381 1tisircroR
"
. u:z." 4. I
DATE
---'lli , , 'l
D~
BENCHMARK:
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF
EL CAMINO REAL
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA
R-7800 308+16
ELEVATION: 297.25 M.S.L. DATUM: NGVD 1929
7C....
DATE INITIAL
ENGINEER OF WORK
I: \0511J0\0530SIOJ.d11g Mor 29, 2007 2: 2:Jpm
18
REVISION DESCRIPTION
40' ---o· 10·
20 --80'
SCALE: 1" 40'
DATE INITIAL DATE
WATER DATA
DELT. BEARING RADIUS LENGTH REMARKS
I N B!J'JJ'JJ" W J66.57' 8" PVC ~ Cl 200 HC 700
INITIAL
I SJET I CITY OF CARLSBAD I SHSTS I
ENGINEERING DEPARTMENT
WATER PLANS FOR:
OPUS POINT POR. LOT 10 ti' LOT 11
WATER LIN£ '8'
APPROVE%2,./ d
DAVID A. HAUSER slu/07
DEPUTY CITY ENGINEER PE 33081 EXPIRES 06-30-08 DATE
OWN BY: PROJECT NO. DRAWING NO.
OTHER APPROVAL CITY APPROVAL
CHKD BY· G"P
RVWD BY: ~r,..J PIP 06-18 449-2
Xrtfs 97J5AUlt; OS30SPfW; 05JORGRD: OSJORGRD1; 0530RMAP; OSJORIJTl; 05JORUTL1; 0530SGRO; 05JOSGRD1; 05JOSMAP, 0530SUT1.; 0530SUTL1; 0530SI
071307
...........
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... -·
..
. ..... ........ .,. .. .
.. . ····••· ....... .
........ ••·••··-·· ... "'.
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.
NOTE!!
~--······-1········
········•····•·➔•···••·T••····
...... -·
..........
•........... ~+
ELECTRONIC DA TA FILES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR
HORIZONTAL OR VERTICAL SURVEY CONTROL.
~\'-Of ESS I% ~ o. CAN,1'0 '1(
«) '< q, " . "' =2 ,;:: ? z
C) "" Ii NO. 55381 ';;J
* EXP. 12/31/08 * J'<1'): CIVIL #"' t OF CAl.l~CJ
·-· ....... .
rn
.. 1 .....••
. .. , .....
c~/??~,s
271 0 Loker Avenue West Civil Engineering
Suite 100 Planning
Carlsbad, California 9201 O Processing
760-931-7700 Surveying
Fax; 760-931-8680
www.odayconsullonts.com
-
·~·
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10
DESIGNED BY: H.R. DATE: DEC. 2006
DRAWN BY: T.G .. G.M. SCALE: 1· · 40'
PROJECT MGR.: T.O.C. JOB NO.: 05-1130
ENGINEER OF WORK:
~Cd DATE: 'li"a/4J
TIMOTHY 0. CARROLL, JR. RCE: 55381
11 12
PLAN -WATER LINE 1C1
SCALE: 1 • ~ 40'
"AS-BUILT " ~CA' b/42
EXP. l~i/4-)
I
P.E5,S"J8J DATE I
REV~E~iJ fh-· 3/4,f!~ ~!'.I....,,., .
PECTOR v DTE
13
I I
I I
BENCHMARK:
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF
£L CAMINO REAL
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA
R-1800 308+16
ELEVATION: 297.25 MS.l. DATUM: NGVD 1929
~
........
. .... ·,···--··--···-·-·
-· "" ····-· .
~
o· 10· 40• r;.-::;;;;;
20'
SCALE: 1 • = 40'
80'
-·
··~~
····rn
. .•..
WATER DATA
~ DELTA/BEARING RADIUS LENGTH
I N 00"26 '21" E
REMARKS
..., ' • -,-.,. 45 • P1J11.:r
t----+--+-----------J---1-----t----l---l ~ CITY OF CARLSBAD I SHEETS I L_f_j ENGINEERING DEPARTh1ENT 5
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
l:\0511J0\05J0SI04.dwg Mir 29, 2007 2:26pm
Xrefa: 053DSPRO; 9735A.SlR: 0530SI; 0530SGRD: 0530Sll'li.: 0530SMAP
DA TE INITIAL
OTHER APPROVAL
DA TE INITIAL
CITY APPROVAL
WATER Pt.ANS FOR:
OPUS POINT POR. LOT 10 &-LOT 11
WATER LIN£ 'C'
APPROVED/) ✓ p -L
·=--=-=~/y..v~~z~~=--__i;M~Y~1o~A~.~H~Au&sQERL.,r-e..h7
DEPUTY CITY ENGINEER PE 33081 EXPIRES 06 30 08 1 DA TI:
DWN BY: ---PROJECT NO. DRAWING NO.
CHKD BY: GvP A"'P n~-!B 4,,9 _2 RVWD BY: C,w /I VV "t,
071307
NOTE!!
ELECTRONIC DA TA FILES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FOR
HORIZONTAL OR VERTICAL SURVEY CONTROL.
........ ··•···· ................ . . .
... ...... ------··· ............................. .
.... ...... ·········,..:;:-::··
2710 Loker Avenue WeSit
SuitD 100
Corlsbad, Coiiforni(I 92010
760-931-7700
Fax: 760-931-8680
www.odayconsultante.com
~
..............
............... ~·~ ~--· ... ----·
...... ...
........ ...... . ,, .... -·-•·-
Civil Engineering
Planning
Processing
Surveying
ENGINEER OF WORK:
~ C t1
TIMOTHY 0. CARROLL, JR.
... ·-·
........... t--
···i-.:.::.:,:.·: ............... .
DATE Y/o/P?
RCE: 55381
.... ·-·
........
..... .
. ...................... --..
··~····· ...... ······· .... .,..
. . --·· ......... .
... ."(c ....•.. ·.
-··· -........ ••·•••·• ........... .
. ... ··-·· ··•·•· -·••··••·•-•··
,.. --··t-----·-·::::::: . ,.;., ..,...: .ifi . -·-· .......................................... " .. . :::::·t:-:::: ... ::::~ .. ::.--
·······.··.···:t,F•. ,:,;;,. .. ····· . ....... .,. .... .
..... ....... ..... .
· .. -. ........ . ·-·---·····--······ ..... , ....
...•••• .......... ..•. ............ :·•i-'..'.'. ..
··············· .. ·· ~a1t•······ =c= .. ·: •...... ·.~ .. • • . ..
. ........ ··-::::: ,.
. .. , , ............................ ,. , .... . ,::::; .. :::: .. :::::-... ::-:.: .. ..:::':" .. :::;:
_,,, " "
. .. . . . ··T. . . . . . .. . ···-.·-i· ... _ ii .. .. . ....
... ... ,. . ·~·•·cc•c;.;CC ........ ·····. ~ .· •.w ~-.. ·. •= ··~:-~· .:· .·.·~.·.:.~{ Lt Ll:I.1 I
.... ········:.) ·····•·i i! •·•···· ...... ::; ......... ·
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-·····
.. -----+~-~·· . . ............... . .. ............ . . ..................... -----·· ... .
' ··-·· .......... .
··---···•······· .. . • "I, . ~
. ....... r-::::::
.... · ·• t-•. :: ........... --····
. . .. ....... ........ . ........................ ....... . .. . ....... . .......... ··-· .......................................... . . -···· --·· --....... ····--·--·-~-· ··•· ... . .... =. > ... ··••·· ..... . ········-······
······· · · ~ : ;;;;;;,:~!,i t.JtLlaJA.,ij ";~~::i'J.;r;!ji ;;,ii:{t ::': ............ ··············· ··· ····· •·····•··· ······· . ~-• :1lf .•· •.·..... ...... ......... :··~·· ·······. . ..... .... .. .. . .. .
. ...... ········ ..... ,. ... . .. .... .
INSPECTOR
. .. _. ... ··::--·-1--.
·.·.· ... ~·=· -~.~·.-.-.-.: . ..i. •••. :.::±·.::..W. -........ :.~-.-.~·." ...... :. ....... ........ ...1 -· .. ,;._ ....... ---: ...... . ....... ., ········r-······· ........ T ............... --, ....... ,-····· ·---···T-···· ......... , ...... .
PLAN
"
WATER LINE 'o' & . '£'
SCAL£: I• = 40'
DATE
DATE
BENCHMARK:
DESCRIPTION: STANDARD STR££T SURVEY MONUMENT
' LOCATION: ' APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAO ON C£NT£RLIN£ OF
EL CAMINO R£AL
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA
R-1800 308+16
ELEVATION: 2/11.25 M.S.L. DATUM: NCVO 1/12/l
10 11 12
WATER DATA
~ DELTA/BEARING RADIUS LENGTH REMARKS
1 N 00'26'27" £ --65.00' a• PVC~ Cl 200 Ht; 700
2 N 99•33'33• W 383.56' • •
PRIVATE SEWER DATA
I<:@: DELTA/BEARING RADIUS LENGTH REMARKS
I N 00'26'27" £ --100.00' 5• PVC
o· 10' 40•
20' 80'
SCALE: 1 • = 40'
I SH5EET I CITY OF CARLSBAD I SHEETS I
1----+--+------------------1r-----i----t---t-----1 ENGINEERING DEPARTh1ENT 5
1---+---.,f------------------+---+---t-----it----i
DA TE INITIAL DA TE INITIAL DATE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
I: \051130\0530SI05.dHQ hlor 29, 2007 2: 26pm
Xrela: 117J~ASTR; 05J0RGRO; 05JORGR01; 0530RMAP; 0530RUTI.; D530RUTL1; 0SJQSGR0; 0530SGRD1; 0530SMAP; D530SUTL; 0:>J0SUTL1; 053051; 0530SPR0
WATER .t PRIVATE SEl'ER PlANS FOR:
OPUS POINT POH. LOT f O ct LOT ff
WATER LINES '!J' .t '£' .t PRIVATE SEWER
APPROVEn..;-#
DAVID A. HAUSER
DEPUTY CITY ENGINEER PE 33D81 EXPIRES 06·30-08
OWN BY: -.....-=c-
CHKD BY· G\IP
RVWD BY:~
PROJECT NO.
PIP 06-18
,/z.✓<,7 • DATE
DRAWING NO.
449-2
071307
•