HomeMy WebLinkAboutDWG 492-7; 63202; Faraday Ave Faraday Center City Hall Conduit Improvements; 01-030 :,:
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GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS
SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION
OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS 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 RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE
CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING 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 REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY.
PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN
ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF
LIABILITY. THE INSURANCE COMPANY WIRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE
CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE
AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE
DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN
THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRA'MNG 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 ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING
CONSTRUCTION.
11 . WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET,
(B) LABORATORY WORK SHEETS ANO
(C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS 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 WIRITTEN
FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON
COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCTION MEETING SHALL BE HELO AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE A TTENOED
BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS
OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891
AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAl't1NGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CAWNG THE ENGINEERING
24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST
OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND
MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL
LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER
AND/OR CONCERNED AGENCY SHOl't1NG THE DESIGN OF SHORING, BRACING SLOPE DR OTHER PROVISIONS TO BE MADE OF
WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR
DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN
DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES
FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITILE 8 CALIFORNIA
ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED 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 WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL
CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE
OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING
EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO
EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOUOA YS. (A UST OF CI TY HOLIDAYS IS
AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL
WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT.
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 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 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS
ANO ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND ANO UNDERGROUND) WITHIN
THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFUCT WITH THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW} AT LEAST TWO FULL WORKING DAYS PRIOR TO
STARTING CONSTRUCTION NEAR THEIR FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
TIME WARNER CABLE
COX COMMUN/CATIONS
CITY OF CARLSBAD(STREETS AND STORM DRAIN)
DIAL TOLL FREE
8-1-1
AT LEAST TWO DAYS
BEr0RE YOU DIG
UNDERGROUND SER'IICE ALERT OF SOUlHERN CALIFORNIA
8-1-1
(800)660-7.34.3
~
800)892-012.3
760).4.38-77 41
760)806-9809
(760)4.34-2980
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CONSTIR!UJCT!ON IPlAINIS
IFOIR
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FARADAY CITY HALL
CONDUIT IMPROVEMENTS
FARADAY CENTER CITY HALL
C~Tif Of' CARlSfBA[))
CAIRlS~AD. CAlifOIRN!A
HIGHWAY 7a
" '?: .P ~ ~
-----PROJECT LOCATION
\!1 FARADAY
ROA.o
PACIFIC
OCEAN
ALGA
AVE
VICINITY MAP
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: STC TRAmc
ADDRESS: 2794 LOKER A VE W, #102
CITY, ST.: CARLSBAD, CA
TELEPHONE: 760-602-4290
BY: NICOLAS M. MINIC/LL/
R.C.E. N0.:---'-74~6'-"6-'--7 __________ _
REGISTRATION EXPIRATION DATE: 12-.31-2017
DA TE: 4/26/2016
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STC TRAFFIC, INC. 5-2-2016
DATE
12-31-2017
EXP. DATE
ORA\\N BY
74667
RCE NO.
<t>~ ~~u
2794 LOKER AVE WEST, SUITE 102, CARLSBAD, CA 92010
PHONE: 760-602-4290 WWW.STCTAAFFIC,COM
STANDARDS COMPLIANCE
THE IMPROVEMENTS ARE TO COMPLY WITH THESE PLANS AND THE LATEST EDITIONS
OF THE FOLLOWING STANDARDS, GUIDELINES, AND SPECIFICATIONS:
1. CALTRANS STANDARD PLANS AND SPECIFICATIONS
2. CAMUTCO
3. CALTRANS TRAFFIC SIGNAL CONTROL EQUIPMENT SPECIFICATIONS
4. CALTRANS FIBER OPTIC DESIGN MANUAL
5. THE GREENBOOK, SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION
6. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS
7. CITY OF CARLSBAD ENGINEERING MANUAL
8. THE SPECIAL PROVISIONS
9. MANUFACTURERS SPECIFICATIONS AND INSTALLATION RECOMMENDATIONS
IN THE EVENT OF A CONFLICT BETWEEN PROJECT PLANS ANO/OR SPECIFICATIONS
ANO /OR SPECIFICATIONS PUBLICATIONS, THE SUPERIOR STANDARD SHALL PREVAIL AS
DETERMINED BY THE ENGINEER OR INSPECTOR.
THE LATEST EDITIONS OF THE ABOVE REFERENCED DOCUMENTS APPLY.
LEGEND
EXISTING PULLBOX c:J
PROPOSED PULLBOX Cl
EXISTING SPRINKLER •
EXISTING TREE 0
EXISTING BUSH C)
EXISTING CONDUIT ---------
PROPOSED CONDUIT ---------
RIGHT-OF-WAY -------
CURB
BACK OF SIDEWALK
ABBREVIATIONS
CONDUIT. C
CB cc
EX
PVC
INSTALL CONDUIT INTO EXISTING PULLBOX/VAULT.
CONNECT NEW AND EXISTING CONDUIT.
SHEET NO
1
2
3
EXISTING.
POLYVINYL CHLORIDE.
DESCRIPTION
TITILE SHEET
DEMOLITION/LANDSCAPE
FARADAY AVE -FARADAY CENTER
FIBER OPTIC CONDUIT PLAN FOR:
APPROVED:
FARADAY AVENUE
FARADAY CINTl!R CITY HALL
CONDUIT IMPROVEMENTS
I
CITY OF CARLSBAD
APPROVED EXP. 9-30-2016
s --16
DATE
PROJECT NO.
63202
I DRAWING NO.
492-7
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CAMINO HILLS DR
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---' ____-\-----------' I
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' I PROPOSED FIBER ----~--------------OPTIC COt,OUIT --PROPOSED PQL BOX
½\ ;\ 1/1-/ I 1/,
,E,STED AREA 'f{ 1/1 I I '-------1 EX. DWARF BACCHAIS PILULARIS
1/1 \ I . I I k ,/ I I
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X. IRR!GinoN tbNDU~
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EX. IRRIGATION
. ~~:::: --...,.._.,
, \\
10 EX. IRRIGATION CONDUIT
EX.SPRINKLER HEAD \ (TYP.)
EX. CURB COJIMUNIC~:::'-,,..____,_
CWSET
DIAL TOLL FREE
8-1-1
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGRO\JND SER'1CE Al£RT Of SO\JlHERN CALIFORNIA
FARADAY CENTER
CITY HALL
--
oo
CONSTRUCTION NOTES OJ 36" WIDE REMOVAL OF DWARF BACCHARIS PILULARIS. IIBl
ill REMOVAL OF EXISTING BACCHARIS PILQARIS EPJSH.
[II REMOVAL OF EXISTING LIMONIUM PEREZ!!. REPLACE WITH QUANTITIES OF (5)
GALLON LIMONIUM PEREZIIS TO THE SATISFACTION OF THE CITY AFTER FIBER
OPT! C CONDUIT HAS BEEN INSTALLED.
IT) TRIM EXISTING LIGUSTRUM JAPONICUM TEXANUM TREE. COORDINATE WITH PARKS AND
RECREATIONS DEPARTMENT PRIOR TO TRIMMING.
0 TRIM EXISTING ARACIA REDOLENS PROSTRATA . COORDINATE WITH PARKS AND
RECREATI™i DEPARTMENT PRIOR TO TRIMMING.
III TRIM EXISTING LIGUSTRUM JAPONICUM TEXANUM BUSH. COORDINATE WITH PARKS AND
RECREATIONS DEPARTMENT PRIOR TO TRIMMING.
III REMOVE SPRINKLER HEAD AND IRRIGATION CONDUIT DURING F[BER OPTIC CONDUIT
INSTALLATION DUE TO LOCATION CONFLICT. RE-[NSTALL SPR[t,l<LER HEAD AND
[RRIGATION CONDUIT TO ORIGINAL LOCATION AFTER FIBER OPTIC CONDUIT
INSTALLATION IS COMPLETE .
III RE-ROUTE IRRIGATION COt,OU!T AS ~CESSARY FOR FIBER OPT[C CONDUIT
I NST ALLA T I ON . 81E3TwlF::rn;;I
(II REMOVAL OF NATIVE SOIL FOR FIBER OPTIC CONDUIT INSTALLATION. SEE SHEET 3 it~fBi
FOR CONDUIT INSTALLATION.
IT§] PROTECT IN PLACE.
GENERAL CONSTRUCTION NOJES
1. CONTRACTOR SHALL REP LACE IN-KIND AND AT NO COST TO CITY, ALL TREES AND
PLANT MATERIAL DAMAGED OR REMOVED DURING THE EXECUTION OF WORK WITH
(5) GALLON PLANTS OF THE SAME SPECIES TO THE SATISFACTION OF THE CITY.
20
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I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
STC TRAFFIC, INC. 5-2-2016 FIBER OPTIC CONDUIT PLAN FOR:
DRAl'IN BY DATE PAJW>AY AVENUE
74667 12-31-2017 Ji'AJW>AY CENTER CITY HALL
RCE NO. EXP. DATE DEMOLITION/LANDSCAPE
/\ ' ~~ CITY OF CARLSBAD APPROVED[/ I j~ JASON . GE,JERr
APPROVED / /V/, 5 23, 01&
~(di
CITY ENGIN£ER RCE 63912 EXP. 9-30-2016 1 DATE
~i<"'c, 1?-i~~. 'to h~\-;_ _))__ DWN BY: BH
I PROJECT NO. I DRAWING NO. ,__t;J'
2794 LOKER AVE WEST, SUITE 102, CARLSBAD, CA 92010 for TRA~F ~ ENGINEER DATE CHKD BY: NM 63202 RVWD BY: ,IS 492-7 PHONE:: 760 602 4290 WWW.STCTRAFAC.COM
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CONCRETE TOE DRAIN
CAMINO HILLS DR
J
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¢;,c. BACK OF SIDEWALK
I I I
1/1
COILED SLACK
FARADAY CENTER
CITY HALL
NEW PULL BOX
-r-T7U,.r -_ -_ -_ -_ -_ -_ ....,_ '-..:, -'--_ -_ -_ -_ -_ -_ --~-'-_ -_ -_ -_,.---- -
30" TO TOP OF CONDUIT
~I REMOVE AND REPLACE COMPLETE SIDEWALK
PANEL{S) TO JOINT, AS REQUIRED
NEW OR EXISTING CONDUIT
DIAL TOLL FREE
8-1-1
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE AlffiT OF SOUTHERN CALIFORNIA
45• SWEEP
NOTE:
45· SWEEP
CONDUIT SHALL ENTER
PULL BOX WITH A
MAXIMUM 45• SWEEP
DETAIL A
NEW PULLBOX
N.T.S.
I
fl': NEW OR EXISTING CONDUIT
PULL BOX SHALL REST FIRMLY ON A 12"
THICK BED OF 3/4" CRUSHED ROCK
EXTENDING 6" BEYOND THE OUTSIDE EDGE
OF THE PULL BOX
----
0 n
EXJ'.:C EMPTY
-------=:::::::
TRENCH WIDTH
12" MAX
------
EX. 4"C, AT&T CONDUCTORS
EXISTING LANDSCAPE AREA
' 0 ...,
DETAIL B
NATIVE OR IMPORTED MATIERIAL
APPROVED BY THE OFFICE OF
THE CITY ENGINEER, TOP 18"
COMPACTED TO 95% MIN.
RELATIVE COMPACTION
WARNING TAPE
CONCRETE ENCASEMENT
3" PVC CONDUIT
lRENCH AND BACKFlLL IN LANDSCAPE
N.T.S.
CONSTRUCTION NOTES
[TI FURNISH AND INSTALL NEW 3" PVC CONDUIT WITH TRACER WIRE AND MULE TAPE. CONTRACTOR TO CONCRETE
ENCASE CONDUIT PER DETAIL 8.
[TI FURNISH AND INSTALL NEW 3" PVC CONDUIT WITH TRACER WIRE AND MULE TAPE. IF TRENCHING, BACKFILL TRENCH
PER CARLSBAD STANDARD DETAIL GS-24 OR PER CITY INSPECTOR DIRECTION.
[Ij FURNISH AND INSTALL TRAFFIC RATED /16 PULL BOX. CONDUIT BENDS SHALL ENTER AT MAXIMUM 45• SWEEP PER
DETAIL A.
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FURNISH AND INSTALL #5 PULL BOX. CONDUIT BENDS SHALL ENTER AT MAXIMUM 45• SWEEP PER DETAIL A.
CONTRACTOR SHALL INTERCEPT EXISTING EMPTY 4" CONDUIT. CONTRACTOR SHALL HAND DIG TO AVOID EXISTING
AT&T CONDUIT.
GENERAL CONSTRUCTION NOTES
1. ALL PROPOSED CONDUIT IS SCHEDULE 80 PVC UNLESS OTHERWISE NOTED. CONDUIT SHALL BE INSTALLED AT A
MINIMUM DEPTH OF 30" BELOW FINISH SURFACE WITHIN ROADWAY. WITHIN LANDSCAPE AREAS CONDUIT SHALL BE
INSTALLED PER DETAIL B.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LANDSCAPE/IRRIGATION REMOVALS AND/OR REPAIRS. SEE SHEET 3.
3. FINAL METHOD OF CONDUIT INSTALLATION TO BE DETERMINED BY CONTRACTOR BASED ON BEST INSTALLATION PER
PLANS, PROJECT SPECIFICATIONS, AND FIELD VERIFICATION OF EXISTING CONDITIONS.
4. CONTRACTOR SHALL CLEAN ALL EXISTING CONDUIT AND PULLBOXES OF DIRT AND DEBRIS AND ENSURE THAT EXISTING
CONDUCTORS ARE IN A NEAT ORDERLY FASHION.
5. PULL BOX LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE PULL BOXES.
6. THE CONTRACTOR SHALL POT-HOLE FOR ALL NEW UNDERGROUND INSTALLATIONS.
7. PROTECT IN PLACE EXISTING AT&T CONDUIT AND CONDUCTORS.
8. CONTRACTOR RESPONSIBLE FOR LOCATING ALL UTILITIES AND POT HOLING WITHIN CONSTRUCTION LIMITS.
SCHEDULE 0 F Q U A N T I T I E S
ITEM DESCRIPTION UNIT QUANTITY
REMOVAL OF SO IL AND DEBRIS (LANDSCAPE AREA) CY 8
CONCRETE ENCASEMENT (LANDSCAPE AREA) CY 5
NOTE: QUANTITIES ARE PROVIDED AS A CONVENIENCE. IT IS
TIHE RESPONSIBILITY OF THE CONTRACTOR TO QUANTIFY ALL
INSTALLATIONS.
20
I
fsHml CITY OF CARLSBAD I SH~ETS I ~ ENGINEERING DEPARTMENT
STC TRAFFIC. INC. 5-2-2016
DATE
12-31-2017
EXP. DATE
FIBER OPTIC CONDUIT PLAN FOR:
DRAWN BY
74667
RCE NO.
<t>~ ~~v ~~
2794 LOKER AVE WEST, SUITE 102, CARLSBAD, CA 92010
PHONE: 760-602-4290 WWW.STCTRAFFIC.COM
CITY OF CARLSBAD
APPROVED
APPROVED:
FARADAY AVENUE
FARADAY CENTER CITY HALL
CONDUIT IMPROVEMENTS
OWN BY: BH PROJECT NO. I DRAWING NO.
CHKD BY: ~N~M-63202 492-7
RVWD BY: JS
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