HomeMy WebLinkAboutDWG 412-5; CT 02-13; FARBER CONDOMINIUMS; 01-07GENERAL 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 PORT/ON OF THE
CARLSBAD MUNICIPAL CODE, RESOLUT/ON OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADD/DONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PRO£CT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS 'M-fEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WRI< FROM RESPONSIBILITY FOR THE CORRECT/ON OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL
BE PROMPTI_ Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WRI< IN THE PUBLIC RIGHT OF WA l'. PRIOR TO PERMIT ISSUANCE:, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADO/DONAL INSURED ON THE PERM/TTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF L/ABIL/Tl'. THE INSURANCE
COMPANY WRIDNG THE POLICY MUST HAVE A RAT/NG OF "A" AND A Sil£
CATEGORY OF CLASS V AS ESTABLISHED BY "EJESTS" KEY RA TING GUIDE.
5. NO WRI< SHALL BE COMMENCED UNT/L ALL PERMITS HA\.£ 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 DA TE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT IHE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TITI_E SHEET.
8. ORIGINAL ORA WINGS SHALL BECOME IHE PROPERTY OF THE CITY UPON BEJNG
SIGNED BY IHE Cl TY ENGINEER.
9. 11-i[ ORIGINAL DRAWING SHALL EJE REVISED TO REFI.ECT AS-BUILT CONDIDONS
BY TH£ ENG/NEER-OF-WRI< PRIOR TO FINAL ACCEPTANCE OF THE WORK BY /HE
CITY.
10. ACCESS FOR FIRE ANO OIHER EMERGENCY VEHIC/.ES SHALL BE MAINTAINED TO
THE PRO£CT SITE AT ALL TIMES DURING CONSTRUCT/ON.
11. 'M-fERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS ANO (C) COMPACT/ON
CURVES, SHALL EJE SUBMITTED BY A PROFESSIONAL ENGINEER OF IHE STA TE OF
CALJFORN/A, PRINCIPALLY DOING BUSINESS IN IHE FIELD OF APPLIED SOILS
MECHANICS. TH[ SOILS REPORT WILL BE SUBMITTED TO IHE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN F/aD COMPACTION REPORT(S) SHALL BE IMMEOIA TEL Y SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF /HE FIELD TESTS.
12. A PRE-CONSTIWCTION MFETING SHAil BC Hf! D AT THE SITE PRIOR TO THE
BEGINNING OF WORK ANO SHALL 8£ ATTENDED BY ALL REPRESENTA TlVES
RESPONSIBLE FOR CONSTRUCT/ONE INSPECTION, SUPERVISION. TESTING AND ALL
OTHER ASPECTS OF TH£ WORK. TH CONTRACTOR SHALL SCHEDUL/:' THE MEETING
THROUGH THE PERMIT CLERK(438-3891) AT LEAST FIVE (5) WORKING DAYS PRIOR
TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING.
1J. ALL INSPECTION REQUESTS OTHER THAN FOR PRE-CONSTRUCTION ME£TING l\!LL BE
MADE BY CALLING THE ENGINEER/NG 24-HOUR INSPECT/ON REQUEST UN£ AT
lf60;{/38-J891. INSPECTION REQUESTS MUST BE RECEJ',£0 PRIOR TO 2: 00 P.M.
N .L DAY WORE THf INSPECTION IS NEEDED, INSPECTIONS WILL BE MAO/:'
THE NEXT WRK DAY UNLESS YOU REQUEST OTHERl\!SE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TI\Q FULL WORK DAYS LATER.
14. IHE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CON7RACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECT/ON 6705 BY SUBMlmNG
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 CAWNG GROUND DURING THE
[XCAVA TION OF SUCH TRENCH OR TRENCHES OR OUR/NG IHE PIPE INSTALLATION
THEREJN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED ar THE CITY ENGINEER ANO/OR CONCERNED
AGfNCY PRIOR TO EXCAVA TlON. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANQARDS [STAR/ ISHFQ BY 77-IF CONSll?UCTlON SA[fTY ORDERS, nn E B
CALIFORNIA AOMINISTRA Tl\lE COOf. THE PLAN SHALL BE PREPARED ar ,\
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCA VA TlON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCfS ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, Of'FRA VONS W/1 l CEASE IMMEQIA m 'I'. ANO THE
PERM/TT££ WILL NOT/FY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO 00 SO.
I 7. ALL OPERATIONS CONDUCTED ON THE S/Tf: OR ADJACENT THERETO, INC/.UO/NG
WARMING UP, REPAIR, ARRIVAL, DEPARTURf OR OPERATION OF TRUCKS,
EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.I.I. ANO
SUNSET EACH DAY. MONDA r THRU FRIDA r ANO NO EARTH MOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
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 ]HE HAUL ROUTE OR ADJACENT S7REETS AS A RESULT OF THE
GRADING OPERA T/ON.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
20. THE EXISTENCE AND LOCATION OF UT/LJTY STRUCTURES AND FACILJTIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILIT/ES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON /HE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILIT/ES 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 ANO UNDERGROUND ) WITHIN THE PRO£CT SITE SUFFICIENTI_ r
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCA TlONS ARE IN CONFI.ICT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED IJTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WRKING DAYS PRIOR TO STARTING CONSTRUCtlON NEAR THEIR
FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTA Tl',£.
UNDERGROUND SERVICE ALERT (800) 422-41.JJ
SOG&E (800) 660-7343
PACIFIC BELL (800) 892-0123
ADELPHIA CABLE COMMUNICATIONS (760) 438-7741
CITY OF CARLSBAD(STREETS ANO STORM DRAIN) (760) 434-2980
'CITY OF CARLSBAD(SEl'lfR, WATER & RECLAIMED WATER) (766) 438-2722
'SAN DIEGUITO WATER DIS7RICT (760) 633-2650
'LEUCADIA COUNTY WATER DISTRICT (760) 753-0155
'VALLECITOS WATER DISlRICT (760) 744-0460
'OLJ1;£NHAIN WATER DISTRICT (760) 753-6466
*BUENA SANITATION DISTRICT (760) 726-1340
• AS APPROPRIATE
C, \pWC12\ClSB-IP .DWG 12/12/94
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE
TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA ff:
OF CALIFORNIA, PR/NC/PALLY 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 ANO APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE
•AS-BUILT" PLANS. NO DIRECT BURIAL S7REET LJGHT FOUNDATIONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF"' TYPE.
3. ALL UNDERGROUND 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 I\ITH A MINIMUM
D-LOAD OF 1,J50. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACK FILLED WITH
J/4" ROCK PER SDRSO S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034
FOR SOR 35 SOLID WALL PIPE.
5. 'M-fERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
Wl1HIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE l\!LL BE PLUGGfO
WITH CONCRETE OR REMOVED AS APPR0',£0 BY THE CITY ENGINEER.
6. 'M-fEaCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITI_E 24,
CALIFORNIA ADMINIS7RA Tl\1£ CODE.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV O.J OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRS DWG M19.
9. ALL SURVEY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS WRI<
SHALL BE REESTABLISHED, PERPETIJA TED, AND DOCUMENTED PER THE
PROFESSIONAL LANO SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
SEWER NOTES
I. SEWER MAJN AND APPURTENANCfS SHALL BE CONSTRUCTED IN ACCORDANCE I\ITH
THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEl'lfR SYSTEM -DESIGN
CRITERIA, STANDARD DRAWING ANO SPECIF1CA710NS", AND IHE STANDARD
SPECIFICAT/ONS, MARCH 1993, ANO THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA TlON ANO SHALL ADHERE TO ALL
PROVISIONS OF THE STA TE CONSTRUCT/ON SAFETY ORDERS.
J. BEFORE ANY CONNECT/ON TO THE DIS7RICT'S EXIST/NG SYSTEM, A PERMIT
' SHALL 8£ OBTAINED FROM THE DIS7RICT. IT MUST BE SIGNED AND APPROVED
BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WA r, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
5. THE CONTRACTOR SHALL NOT/FY 1HE CITY OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO 1HE BEGINNING OF CONSTRUCTION.
(TELEPHONE NO. [760] 438-3891)
WATER NOTES
1. WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CARLSBAD MUNICIPAL WATER DISTRICT'S PROCEDURAL GUIDE -GfNERAL
DESIGN REQUIREMENTS ANO STANDARDS ANO SPEC/FICA TIONS FOR CONSTRUCT/ON
OF PUBLIC POTABLE WATER FACILIT/ES, DATED OCTOBER 1993, DR THE LATEST
REVISION.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL PROVIDE PROOF
OF OSHA NOT/FICA TlON AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE
CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL\.£S ON EXISTING C.M.W.O.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. w.o. omcE AND MUST
BE SIGNED AND APPROVED BY DISTRICT ENGINEER ANO DISTRICT
SUPERINTENDENT.
4. A PRE-CONSTRUCTION CONFERENCE MEE71NG SHALL BE HELD A MINIMUM OF 7
DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY IHE
CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCTION (filEPHONE N0.{760] 438-3891) FOR SCHEDULING.
5. NO TREES OR STRUCTURES SHALL BE ALLOl'.£0 IN THE WATER LINE EASEMENT,
ALL EXISTING TREES ANO STRUC1VRES SHALL BE REM0\.£0 PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DIS7RICT ENGINEER.
6. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
n--lE FIRE UNE LOCATED BETWEEN n--lE DETECTOR CHECK VAL \.f AND BUILDING
SHALL BE DETERMINED Br THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE I\IJH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR
THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER
DISTRICT", OCTOBER 199J OR AS AMENDED.
8. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PRO TECTEO BY
MEANS OF CA THOOIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
"DECLARATION OF RESPONSIBLE CHARGE"
LEGEND CONTINUED WORK TO BE DONE
--SITE DESCRIPTION DWG. NO. • SYMBOL QUANTITY THE IMPRO\.£MENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TlME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER. LAS FL ES
VICINITY MAP
N.T.S.
CMWD CONSTRUCTION NOTES
1. ALL POTABLE WATER SERV/CfS SHALL BE J/4" ANO ALL
POTABLE WATER METERS SHALL BE J/4" (UNLESS
OTHERWISE NOTED ON PLANS).
2. ALL WATER METER BOXES SHALL BE 17"x30"x12" POI.. YMER
CONCRETE AS MANUFACTIJRED BY ARMORCAST OR EQUAL.
3. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS
ANO SEl'IER SERVICES SHALL BE 5 FEET.
4. THE TOP OF WATER METER BOXES SHALL BE Fl.USH WITH
THE FINISHED SURFACE GRADE.
RAILING ---->-
SAW CUT
A. C. OVERLAY
PEDESTRIAN RAMP (TYPE A) G-27
TRENCH RESURFACING (AC) G-24, TYPE B
TRENCH RESURFACING (PCC) G-25, TYPE C
REMOVAL OF GATE
PROPOSED GA TE
TYPE 'G' CURB ANO GUTTER G-2
PCC SIDEWALK G-7
ALLEY TYPE DRIVEWAY CITY OF CARLSBAD GS-20
STRIPING CAL 1RANS D[T. 38A & DET. 21
NOTE: QUAN71TIES ARE FOR PERMIT PURPOSES
ONLY ANO SHOULD NOT BE USED FOR CONTRACTS
• STANDARD DRAWING NUMBERS REFER TO SAN DIEGO
REGIONAL STANDARDS, UNLESS NOTED OTHERWISE.
60' RIGHT-OF-WAY
PA\1£D WIDTH VARIES
-·-·-·-·--·---·----512 L.F.
L"' , " ""' ~ l " ' "'"' '-. '
1610 S.F.
~ 1 EACH
W/////21 893 S.F.
~~~~ 50 S.F.
(·: / 1 EACH
0 0 I EACH
145 L.F.
I ~ ' •-...... l 725 S.F.
I n I 1 EACH
75 L.F.
5.5'! EXIST. 5-5 '! 11
/
EXIST. EXIST. PAVING SID[WALK-
111_,___ SIDEWALK I\ 1 •
-=I I j -I •• ~ . '•.·. ·. 111-l~ffi ~ --= /'_.:: ~_!_J I I I-'
EXIST. XIST.
CONG.' CB. & GUT.(TYP.) TYPICAL SECTION f?tlf) CB. & GUT.
~EJ~TTJ°r,J/ff(!JLtF1s JEFFERSON STREET
JEFFERSON STREET. SEE
PLAN FOR LIMITS. (EXISTING)
60' RIGHT-OF-WAY
::II:.,.,.. 24' PA\1£0 WIDTH MINIMUM · _;II: ~ ~ 4o· PA\1£0 WIDTH I £.
1_111.... WIDTH VARIES(SEE PLAN) ..,.111_1 1~__..,_ , 5-)t EXIST. 5.5 ·! wf
. ..
. ·• ., ..... · EXIST. __ __,,,, TYPICAL SECTION ~XIST.
QONC. CB. & GUT. ""--"'"'--''-""~_,,.""""'-"-"'-"'~ QONC. CB. & GUT.
TYPICAL SECTION (TYP.) LAS FLORES DRIVE (TYP.)
PROPOSED ON-SITE DRIVEWAY (EXISTING)
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. RE:SO/..UTION NO. 5336 DATED JANUARY 15. 200J
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT ANO RECOMMENOA TIONS BY ENGINEERING DESIGN GROUP
DA TED DECEMBER 22. 2000
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
CDP 02-J2 DA TED JANUARY 15, 200J
9. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS ANO SPECIFICATIONS
FOR WATER, SEWER ANO RECLAIMED WATER.
10. ENVIRONMENTAL APPROVAL DOCUMENTS DA TEO JANUARY 15. 200J
11. REFERENCE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION
STANDARD SPEC/FICAT/ONS (JULr 1999) AND STANDARD PLANS (JULY 1999)
DESCRIPTION
PROPERTY LINES
EX. SLOPES
EX. EASEMENT
EXISTING WATER
EXISTING SEWER
EXISTING GAS
EXISTING ELECTRICAL
EXISTING UTILITY POLE
EXISTING OVERHEAD UTILITY
EXISTING ,CONTOUR
EXISTING A.C. PAVING
EXISTING CONCRETE PAVING
EX. WALL
EX. BUILDING
EX. IMPROVEMENTS
EX. FIRE HYDRANT
EX. STREET LIGHT
EX. 4• HIGH BERM
PROPOSED CONTOUR
PROP. DIRECTION OF DRAINAGE
PROPOSED FENCE
PROPOSED 6" PVC, C-900
FIRE HYDRANT WATER MAIN
PROPOSED FIRE HYDRANT
ASSEMBLY
6 • SPRINKLER SUPP!. Y LJNE
1\11H FDC
CHECK VAL VE DETECTOR
ASSEMBLY
J'.'' WAT£R S£RVIC, flllH
3/4" WATER METER
I• /RR/GA TlON SERVICE WITH
LEGEND
DWG. NO. •
CMW W12
AS NOTED
ON Pl.ANS
CMV.O WJ
1• WATER METER (FI.OW 40 GPM MAX) CMW W4
6" SEWER LATERAL CMV.O S7
6" GA TE VAL VE
CITY OF CARLSBAD FIRE DEPARTMENT
REQUIREMENTS
SYMBOL
"
J
pp
---OIH--
_,.....--75-✓ ......... _
(((((({(((((((((((({{{((((({{(
__..,...-,s ___,.--...__ -----
'I' n n ... I♦
~!
~W----0
~
--o-®
----=--<D
@
®
QUANTITY
92 LF
2 fACH
120 If
1 EACH
11 E'.ACH
1 EACH
1 EACH
1 EACH
SOURCE OF TOPOGRAPHY
NO. OF F.H.(S)_4_F.FLOW 1500 G.P.M. OUT OF_1_F,H.(S).
~-------------------1 BLDG. SPRINKLED@No ... F.FLOW 1500 G.P.M.
CARLSBAD MUNICIPAL WATER DISTRICT
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 PRO£CT AS DEFINED
IN SECT/ON 670J OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT W,TTI CURRENT STANDARDS.
TOPOGRAPHY SHOWN ON THESE Pl.ANS WAS GENERA TED BY COMPUTER
INTERPOi ADON METHODS FROM INFORMATION GATHERED ON SEPTEMBFR 28,
2000 RY P/RO ENGINEERING
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACr STANDARDS.
DA
EXP. 6/J0/06
(1,-((,-H '/1;.tt:,.;_ cy/J1/~'f
' FIRE MARSHAL DA TE REVIEWED a vJ u
INSPECTOR
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIF/CATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: ___ .!.P.e:IR,:,,Oc,E.cN'-"G"'/N""E£.,,Rl!!IN.,,G'---------
ADDRESS: _ __.9,,30"--"B"'O,,,AR""Du.l'-'"'A""LK,..__,SU<><U/TE..,__.D'-------
CITY, STA TE: SAN MARCOS CA 92069
TELEPHONE: 760-744-3700
BY: ,:3-~g' d--;_,,,
GARY /(. PIRO
R.C.E. N0.: _ ____.,2:,:,4000"""'------------
REGISTRAT/ON EXPIRATION DATE: __ o,12._-~3"-1-~0=5~---
PROJECT LOCATION
THIS PROJECT IS LOCA TEO WITHIN ASSESSORS PARCEL NUMBER
155-180-31
THE CALJFORNIA COOROINA TE INDEX OF THIS PROJECT IS:
2006 6225
BENCH MARK
OE SCRIP TION: PO/NT j; 7,J9 STA TlQN NAME· ,5 50 Z
LOCATION: NEAR EAST ENO QF !AS RQRES DRIVE RR!OGE
nl,F'> I .. ~
RECORDED: __,_1=98,..,9~---------------
aEVA TION: 82.221 DA TIJM: NGy!)29
I SHE,ET I CITY OF CARLSBAD I SHEETS I 1----+--+-----------------+---+---,1----+---1 ENGINEERING DEPARTu1ENT 7
1----,1-----+-----------------,e------+--+---+---I
IMPROVEMENT PLANS FOR:
FARBER CONDOMINIUM PROJECT
1100 LAS FLORES DR., CARL'3BAD, CA 920da
APPROVED 6Y LLOYD 8. HUBBS
/~<,,-~av~~.:.,< '1fb/e4
h~--=if--c=~-+~=ccc---~-~~~--------le---1---+---+---I CITY ENGJNEERVioE 238aefixi,IRES 12/31 /05 DA r{ 04-~-<:e ~ /1\ r.1.~I 'Bt.'I!-C~\A'?<.-e.
DATE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION
ip-shtt.lsh
DA TE INlllAL DATE INlllAL
OTHER APPROVAL OTY APPROVAL
DWN BY: PIBQ fNG
CHKD BY: G\/P
RV'M) BY: J LB,
PROJECT NO.
CT 02-13 .
DRAWING NO.
412~5
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PROFILE
FIRE MAIN EXTENSION ( 48+34 JEFFERSON STREET)
SCALE: HORIZONTAL 1"=10'
VERTICAL 1"=5'
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DOC. 2004--0350965 REC.APRIL 22. 2004
" • PR OJ-73
4/--=-,,--:JID,tOVE AND REPLACE EXISTING
WALi. TO MATCH EXISTING
EXIST. 36"RCP
PER DWG 367-5
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GRIND EXISTING PAVEMENT AS
REQUIRED FOR MINIMUM
OVERLAY THICKNESS OF 3/4"
oi ~ i:i NOTE:: REMOVE EXISTING ~ C. CURB GUTTE:R
o ~ AND SIDEWALK FROM 4~42 JEFFERSON ST. ls !z TO 1+94 LAS FLORES D 1\/1:: •
[ < CONST. NEW IMPROVEM TS AS SHOWN.
/:: ~ PAINT EXISTING CURB RrD TO MATCH EXISTING.
+~ i ~ uJ ---------.!._ Fire Hydrant_____,-u
a::
G:
CAUTION!!! !I
NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS
PROVIDE THRUST BLOCK
PER CMWD W15 ---
NOTE: -.._--I PERMITTED. CONlRACTOR SHALL REMOVE ACP TO NEAREST
MODIFIED SIBEET STATIONING DEVELOPED COUPLING AND INSTALL ACPxPVC ADAPTORS AND THE
FROM DRAWING 146-8 NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE
TEE AT THIS STATION.
/',,.---PROPOSED 6" TAPPING VALVE
FLG X RING TITE__,,...-,;;~ CL 150
ADAPTER, CL 150 PROPOSED 6" PVC PIPE
C900 THICKNESS, CL 150
FIRE MAIN CONNECTION DETAIL (JEFFERSON STREET)
NTS
NOTE: PRIOR TO CONSTRUCTIOl'I OF FIRE MAii'!, CONIBACTOR SHALL
POTHOLE EXISTING WATER MAii'! AND VERIFY LOCATION AND FITTINGS
REQUIRED TO CONSTRUCT NEW MAIN.
•WATER METER NOTE
EACH WATER METER TO BE EQUIPPED 'MTH A
DURABLE PLACARD PERMANENTLY ATTACHED
TO THE METER BOX, INDETIFYING THE
ADDRESS SERVED BY THAT METER
PIRO ENGINEERING
930 BOARDWALK, SUITE "D"
SAN MARCOS, CA. 92069
(619) 744-3700
-W---.
---~----........ --------,r,..--..----, ---.~
~\o-\"111er-Pra~ning ~~, 1:r,g,rieerins PLAN -------OAIERGENCY ACCESS EASEMENT PER
CARLSBAD TRACT 02-13
?.1$.lLion~ead A \AP.
Carl•ba<I, CA 9;t>IO
(]6:1)6934100
FIRE MAIN EXTENSION ( 48+34 JEFFERSON STREET)
S OF AUGUST2.7,j.0()7,!~IEl\€SV AS~IJJ,lf P.£SPOfll'StgLc
)«; E5 TO Tt--ijS ~.I\ \Vfl'l G-L"I CHA~E. fOR. DfS\GII\ CH>-
?. C.01-\AN
73
EXP.6-30-~
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EXP.lZ-31-05
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DATE INITIAL
ENGINEER (I" WORK REVISIOl'I DESCRIPTION
PLAN
SCALE: 1"=10'
DATE INITIAL
OTHER APPROVAL
"AS BUILT"
£~ "1• 1:$-08
[y.f.~13 EXP. (i,• .!Q-01 DA.TB
REVIEWED BY: ~2~~ d/~,/_-r_
INSPETOB--DA.TB
I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
FARBER CONDOMINIUM PROJECT
1100 LAS FLORES DR., CARLSBAD, CA 92008
APPROVED,';' • LLOYD B. HUBBS
A -1'&0,;~ ~~~~-< ~~'I CITY ENGIN"-R PE 3889 EXPIRES 12/31/05 DATE
DATE OWN BY: PIRO ENG PROJECT NO. DRAWING NO. INITIAL CHKD BY: J'.v i::>
CITY APPROVAL CT 02-13 412-5 RVWD BY: L~
ip-sht2.lsh Z:\Sdsk\proJ\2864.\d1r1\2864-10-1G-02.d1r1 B/31/2004 3:44:24 PIJI PST w.o. 28
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1. THE CONTRACTOR IS RESPONSIBLE F"OR ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CCALTRANS TRAF"F"IC MANUAL,
CALTRANS STANDARD SPECIFICATIONS (JULY 1999 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL
PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE,
PRIOR TO INSTALLATION. ------;:_:'~~;~;~::-_:~;_::. -~-/ \_ ~--~--'\~----~ ---,;::----s;:-;-', " I
-----=-----:. --::.:.------"1 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND
PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
----:;;,, ---. ----~\-'•, -'-~ ~-. ---'" ..
~ __JI--------_,. ,--------
~ l
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRUPING SHALL BE REPAINTED
TWO WEEKS AFTER INITIAL PAING
TING. SIGNING SHALL USE ENCPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPPING AND MARKINGS WITHIN A 500'
PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING
THE APPROVAL OF THE CITY INSPECTOR.
l
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' __.J-f • '
PLAN: JEFFERSON STREET
SCALE: 1"=20'
. '
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I-H-H+l-+--1--/[--
-----.::::::,,,._____,REPAINT CURB RED
TO MATCH EXISTING
2+00
LAS FLORES DR.
3+0D -----+-I(£ -
REPAINT STRIPING, (PER -----.:-REPAINT PAVEMENT MARKINGS
~-;--;;;:;;-==;;,;,;,;;,;_;;: __ ;;: __ ;;: __ ;;:_;;: ___ ;::;_;;:; ___ ;::; ___ ;;:;_;;; __ ;;;z;:;_;;;;; ___ ;;; __ .;.;=:;;_;;;_·~;;;.:~~~~.,1~:YE;..~;;.~_~_iw_~•-~c-f.!~.;:;Jk;:; __ E;;;;; ___ ;;:; ____ ;;;,;;; __ ;;,_;; __ ;:;_;;;;;:;===;;;~;..R;;;ER.;;,f.;.A_~TR..;.EM;..i.;.;~;;.S;;:DS.;.;_T.;.;t.;.;t;;i;;;1;:;R;;D;;;;;;;;;;;;;;;::;;::;;;;;;;;;;=;;;;,,;;_:-;;;;,;;.~,~
/ --------------~,
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PLAN: LAS FLORES DRIVE
SCALE: 1"=20'
I-'. en
Lu
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2
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/1\
DATE INITIAL
ENGINEER OF WORK
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS
REPRESENTATIVE PRIOR TO INSTALLATION.
8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING.
DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENOS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS .
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE
SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS. PAVEMENT ARROWS AND PAVEMETN LEGENDS SHALL BE THERMOPLASTIC
UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL AND SAN DIEGO
REGIONAL STANDARD ORAWING M-19.
13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAFFIC MANUAL UNLESS OTHERWISE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL
STANDARD DRAWING M-45.
16. WI-IEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET WITH
STRAPS.
17. EXISTING SIGN REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD
PUBLIC WORKS YARD AT 405 OAK AVENUE.
18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALED BY THE CONTRACTOR EXCEPT
TYHOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.
*IIXP,12-31-06 ENGINEER OF WORK ~ lTV~~/Jj PIRO ENGINEERING ~ or ci.\.~ 930 BOARDWALK, SUIT[ "D"
~ SAN MARCOS, CA. 92069
'\ K. P
15;, /_;, "'
P, <§__ ''o .... i NO 24000 ~
(760) 744-3700 #w /;..~ Ofa~y
' GARYKPIRO R.C.E.24000 DATE
I SH;ET 11 CITY OF CARLSBAD 11 SH~ETS I
STRIPING & SIGNAGE PLAN:
FARBER CONDOMINIUM PROJECT
1100LAS FLORES DR., CARISBAD, CA 92008
APPROVED $r' LLOYD B. HUBBS
AC .-:.-c.~ ~~11,6 '-"ev c1TY ENGINE -PE2 sg EXPIRES ,2131105 -·m
DWN BY: PIRO FNG
I
PROJECT NO, I DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY: j"P REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL RVWD BY: ~ CT 02-13 412-5
lp-sht3.lsh Z:\Sdak\proj\2864\dwg\2864-10-16-02.dq 8/31/2004 3:4":2" PM PST 11'.0. 2864
' '
TYPICAL LANE AND SHOULDER CLOSURE TYPICAL CLOSING OF HALF ROADWAY
• C1J OR C14 am1WK aa=:::;:::==========================================~~===~~==~~v
C1J OR C14 • WORK AREA • • • C18 OR C2J 3 l'fJ/IN (II a(£ I.NIE 3, 3 • .. .. .. -..
C18 OR C2J
U:11 tr-fl[
12' /Jin.
CL£AE.
TAPER L
(SEE TABLE 1)
ADVANCE WARNING SIGNS (SEE TAB/£ J}
L L L
• •
ADVANCE WARNING SIGNS (SEE TABLE J)
TAPER 1 ' 1N.
(SEE TABLE 1) BUFFER
~-. . . . . . . ~ ~ • • • • • • •
• CJO WORK AREA
(D IF OUTSIDE LANE IS A PARKING LANE THEN TEMPORARY "NO PARKING/TOW AWAY-SIGNS ARE TO BE POSTED PER TRAFFIC CONTROL NOJE 4.
• • • •
• •
.. ..
.. -..
C1J OR C14
Cl8
(Z) IF OUTSIDE LANE IS A BIKE LANE THEN C20 (BIKE LANE CLOSED AHEAD} AND CJO (BIKE LANE CLOSED} SIGNS SHALL BE USED /NSJEAD OF C24 (SHOULDER WORK AHEAD) AND CJOA (SHOULDER CLOSED), RESPECm£L Y.
~ IF OUTSIDE LANE IS A BIKE LANE 1HEN C20 (BIKE LANE CLOSED AHEAD) AND CJO (BIKE LANE CLOSED} SIGNS ARE TO POSJED AS SHOWN.
TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL
I
I
CJ7--rf I
I I
\ CONES 50' MAX. SPACING
-
.. ..
I
C1J OR C14 ---Ga =======:.J::::::::::::::================~!!::::::::======~====:=f====:l====::i====i====:::;:;:;:;===::::;:;;;;:====;:clB OR C2J
, .. L VAff/ABlE SEE TABLE 2 12' Min. • • • • • 0
§Ml -CLEAi? .. L3 L3 L3
MAX. __ ADVANCE WAl?NING SIGNS (SEE TABLE J)
.. ADVANCE WAl?NING SIGNS (SEE TABLE J) • • • • • • • • • • • • • • • • • •
L L L
• • C9A oCJ6
C18 OR C2J
M7TII DC£
• •
• • ~CJD
• • • .. •
MPORAl?Y
ING OW AWA 3Yli
TYPICAL SIDEWALK CLOSURE
WORK AREA R96
.,, .• , I - --
SIGNAGE NOTES
1. NOT LESS 1HAN ONE PERSON SHALL BE ASSIGNED
TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL
DfVICES ON ALL NIGHT LANE CLOSURE:S.
2. ALL WAl?NING SIGNS FOR NIGHT LANE CLOSURES
SHALL BE ILLUMINATED OR ffEFLECTORIZED AS
SPEC/RED IN 1HE SPECIF/CATIONS.
J. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL
BE EQUIPPED WITH FLAGS FOR DA YnME CLOSURES
OF ALL MAJOR ANO PRIME ARJEl?IALS.
FLASHING BEACONS SHALL BE US[D DURING
NIGHT LANE CLOSUR£S.
4. A C1J ·mo CONSTRUCTION. OR C14 .END ROAD
WORK" SIGN, AS APPROPRIA 1E, SHALL BE PLACED
AT 1HE END OF 1HE LANE CLOSURE UNLESS 1HE
END OF 1HE WORK AREA IS OBVIOUS, OR ENDS
W/1HIN A LAl?GER PROJECT LIMITS.
5. ALL CONES USED FOR NIGHT LANE CLOSUl?ES SHALL
BE ILLUMINATED TRAFFIC CONES OR RTTED WIIH
1J" REFLECTIVE SLEEVES.
6. FLASHING ARROW SIGNS SHALL BE EIIHER TYPE I
OR TYPE II. SILENT TYPE IN POPULA JED AREAS.
FLASHING ARROW SIGNS SHALL BE USED ON ALL
STREETS 1HAT HAVE AN ADT OF 5000 OR MORE
OR AT 1HE DIRECTION OF 1HE CITY ENGINEER.
7. 1HE MAXIMUM SPACING BETWrm CONES IN A TAPER
SHALL BE APPROX/MA TEL Y AS SHOWN IN TABLE 1
AND 50 FOOT MAXIMUM SPACING ON TANGENT.
8. ADDITIONAL ADVANCE FLAGGERS SHALL BE
RfQUIR[D WHEN TRAFFIC QUEUES DfVELOP.
FLAGGER STATIONS FOR WORK AT NIGHT SHALL BE
ILLUMINATED AS NOTED IN SECTION 5-04.6 OF THE
"MANUAL OF TRAFFIC CONTROLS".
9. PLACE CJD "LANE CLOS[D" SIGN AT 500'-1000'
INJERVALS THROUGHOUT EX/ENDED WORK AREAS.
10. WHEN A PILOT CAR IS USED, PLACE CJ7
"TRAFFIC CONTROL-WAIT FOR PILOT CAR" SIGN.
11. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN
PLACE OVER A 'M:EKEND OR HOI../OA Y SHALL BE
POST MOUNTED.
12. CONSTRUCTION AREA TRAFFIC CONTROi.. DEWC[S
SHALL MEET 1HE PROVISIONS OF SECTION 12
OF 1HE MOST RECENT EDITION OF 1HE CAL TRANS
STANDARD SPECIF/CATIONS.
DETAIL
o,•
•
7• 2 3• 3• 2· i
-5"R
I • <N JO"R "' -
• I \ a
~
:.,
1"R v
K-RAIL
(CONCRETE BARRIER TYPE 50)
SIIEIIU 1?49/J
___ __,ff+._ lJIE -
I
TABLE 1
APPROACH TAPER LENGTH NUMBER OF SPACING OF
SPEED L • CONES FOR CONES ALONG
(M.P.H.) TAPER• TAPER 1 {FEET} ±
25 125 6 25
30 180 7 30
35 245 8 35
40 320 9 40
45 540 13 45
50 600 13 50
50+ 1000 21 50
* BASED ON 12 FOOT WIDE LANE. THIS COLUMN IS ALSO APPROPRIATE
FOR LANE W/01HS LESS THAN 12 FEET.
TABLE 2
APPROACH L2* SPEED
{M.P.H.) (FEET}±
0-30 200
30-45 300
OVER 45 500
* INCREASE BY 20% ON SUSTAINED DOW/'/GRADES
S1EEPER THAN 3% AND LONGER THAN 1 /JILE.
TABLE 3
APPROACH MINIMUM DISTANCE IN FEET L3
SPEED BETWEEN FROM LAST • { M.P.H.} SIGNS* SIGN TO TAPER
0 -25 200' 200'
30 -40 350' 350'
45 -50 500' 500'
over 50 1000' 1000'
• EXACT SPACING MAY VARY DUE TO PHYSICAL
RESTRAINTS
C1J OR C14
aa
51&1 !£& .. TAPER L (SEE TABLE 1}
L 1 . L, 150' /JIN. I
TAPER L (SEE TABLE 1)
L, , L, ' '
BUITTR
' '
••••••• _....,_,....,_ ➔.-
L 3 ' L 3 ' L3 '
__ A_DVANCE WARNING SIGNS (SEE TABLE J) ~ -.. •
•
•
• ..
• •
• • • • • • • • • • • • • • , •
• tJo + ..
• • la L •
ADVANCE WARNING SIGNS (SEE TAB/£ J)
L L L ..
• • Cl C21 OR C20 NJIIM m ar t.NtE
(l) CJO(BIKE) R96 R96 SIIEIIU C1J OR C14
----t-9:ltlE --
(D IF OUTSIDE LANE IS A PARKING LANE 1HEN TEMPORARY "NO PARKING/TOW AWAY-SIGNS ARE TO BE POSJED PEI? TRAFFIC CONTROL NOTE 4.
(l) IF OUTSIDE LANE IS A BIKE LANE 1HEN C20 (BIKE LANE CLOSED AHEAD} AND CJD (BIKE LANE CLOSED} SIGNS AffE TO BE POSTED AS SHOWN. IIIJJ' IP D'f
SIGNS
<S>c1
~C9A
I END I C13 CONSTRUCTION
C14
~C18
~C20
~C20(Lt)
~C20(Bike)
~C21
~C23
~C24
~C30
~C30A
~ C3O(Bike)
~C36
[ft) C37
<$> W1 (Lt)
0w1(Rt)
<S> W2(Lt)
W6
R49M
00 R96
/]\
DATE INITIAL
ENGINEER OF WORK
•
ICMSI
LEGEND TRAFFIC CONTROL NOTES
I. WORK HOURS TO BE RESTRICJED TO 8: JO A.I.I. TO J: JOP./J. UNLESS APPROVED
01HERWISE.
DIRECTION OF TRAVEL (UN-CONTROLED) I ~gfl:~~s~!OLJE ~iio:cl:v°~gz g~?:'-mr EXCAVATION BY
DIRECTION OF TRAVEL (CONTROLED)
PORTABLE SIGN
TRAFFIC CONE/DELINEATOR
TYPE JI BARRICADE
FLAGGER
FLAG TREE
FLASHING ARROW SIGN
PORTABLE FLASHING BEACON
(SEE SIGNAGE NOTE #3)
K-RAIL (TYPE 50 CONCRETE BARRIER)
CHANGEABLE MESSAGE SIGN
DOUBLE YELLOW LINES PER
CAL TRANS DETAIL 21
CH ANN ELIZA llON LANE PER
CAL TRANS DETAIL 38A
-
PHYSICAL BARff/ERS DESIGNED, INSTALLED, AND MAINTAINED TO 1HE
SATISFACTION OF THE CITY ENGINEER.
4. TEMPORARY "NO PARKING/TOW AWAY-SIGNS STATING 1HE DATE AND TIME OF
PROHIBITION WILL BE POSJED 72 HOURS Pl?IOR TO COMMENCING WORK. CALL
CAl?LSBAD POLICE DISPATCH AT (760)931-2197 TO VALIDAJE POSTING.
5. ACCESS WILL BE MAINTA/N[D TO ALL DRIVEWAYS UNLESS DIHEi? AffRANGEMENTS
ARE MADE
6. TRENCHES MUST BE BACKRLLED OR PLATED OUR/NG NON-WORKING HOURS UNLESS
1(-ffAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY WHEN
SPECIRCALLY SHOW/'/ ON THE APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL
HA VE CLEA TS AND COLD MIX AT THE EDGES .
7. STRIPING WILL BE REPLACED BY THE CONTRACTOR W/1HIN 24 HOUl?S. IF
ffE/JOVED OR DAMAGED.
8. WORK 1HA T 0/SWRBS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS SHALL BE
COOROINA JED WITH 1HE CITY OF CARLSBAD. CONTACT STREETS DIVISION
AT (760) 434-2937 72 HOURS PRIOR TO COMMENCING WORK.
9. TRAFFIC SIGNAL LOOP DEJECTORS WILL BE REPLACED BY 1HE CONTRACTOR WITHIN
24 HOUl?S, IF DAMAGED. UT/UT/ES INSTALLED Wf1HIN 100 LF OF A SIGNALIZED
INTERSECTION SHALL BE INSTALLED BY TRENCHLESS METHODS UNLESS OTHERWISE
APPROVED BY THE CITY ENGINEER OR HIS AUTHORIZED RfPl?ESENTA TIVE.
10. FLAGGERS SHALL BE EQUIPPED WIIH A WH/1E HARD HAT. AN ORANGE VEST,
AND A C28 "STOP /SLOW" PADDLE ON A 5 FOOT STAFF.
11. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS
PER filK, BY 1HE CONTRACTOR.
12. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE ~TH 1HE CALTRANS
MANUAL Of IRAFFIC CONTROL FOR CQNSIRUCOON AND MAINTfNANCE ZONES, LA TEST EDITION.
13. TRAmc CONTROL PLAN SUB/JITTALS ARE REQUIRED FOR EACH PHASE OF 1HE
WORK IN THE DETAIL, FOR/JA T, AND QUALITY ILLUSTRATED ON 1HIS SHEET.
14. ALL TRAFFIC CONTROL DEWCES SHALL BE RfMOVED FROM VIEW WHEN NOT
IN USE.
15. 1HE CITY ENGINEER OR HIS RfPRfSENTATIVE HAS THE AUTHORITY TO
IN/TIA TE FIELD CHANGES TO INSURE PUBLIC SAFETY.
16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED Wf1H NORIH COUNTY
TRANSIT DISTRICT. CONTRACTOR SHALL CALL NC7D AT (760} 967-2828 AT
LEAST 72 HOURS IN ADVANCE OF STARTING WORK.
17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL
ON MAJOR AND PRIME AR1ERIALS.
¼,.oTIBSJo~~
z<\K},t,. ~ '1, ~ i c,NO. 141100 ~
*EXP.12-31-05 ENGINEER OF WORK
~/) CJ\'1',~ PIRO ENGINEERING
Op CA\; 930 BOARDWALK, SUITE "D''
SAN MARCOS, CA. 92069
(760) 744-3700
_,ht,. ,e-A;..:;,
GAR-17fi'PIRO R.C.E.24000 ¥~ -DATE
. I SH!ET 11 CITY OF CARLSBAD 11 SH~ETS I
STRIPING, SIGNAGE & TRAFFIC CONTROL NOTES:
FARBER CONDOMINIUM PROJECT
1100 LAS FLORES DR., CARISBAD, CA 92005
APPROVED (Pr LLOYD B. HUBBS
A <.e --y-~~ ~/-!¢..,.,,
CITY ENGINE -PE 2 B9Ex°PiRES 12/31 /05 -DA TE
DATE INITIAL DATE INITIAL DWN BY: PIRO ENG PROJECT NO.
CHKD BY: Gvf' REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: J!& CT 02-13 412-5
ip-eht4.lsh Z:\Sdsk\proj\28M\dwe\288~-10-Hl-02.dwe 8/23/200~ 3:29:07 PM PDT 1'.O. 2884 I I DRAWING NO.
,,---C23
350'
•
-------350' -----------
c23-----....
JEFFERSON STREET
PLAN: JEFFERSON STREET HALF ROADWAY CLOSURE
SCALE: 1"=40'
PLAN: JEFFERSON STREET HALF ROADWAY CLOSURE
SCALE: 1"=40'
J__EFFERSON STREET
R98
C30A
I
--·""'---===--==-----=-----=-=-------==-==== ";:. ======--==-==--
PLAN: JEFFERSON STREET HALF ROADWAY CLOSURE
SCALE: 1''=40'
C23
SCALE:1"=40'
_.. ...... ---------·-.?.,.. ----~ ~ ---
350'
ll,
DAlE INITIAL
ENGINEER OF' WORK REVISION DESCRIPTION
350' -----------
JEFFERSON STREET
ENGINEER OF WORK ~-,,.SSJ~
PIRO ENGINEERING J z "Ii.. p~~' 930 BOARDWALK, SUITE "D" i ~o. 24000°~ SAN MARCOS, CA. 92069
*IIXP.12-31-0& (760) 744-3700
' ">. CJVU,~ ~-1;,8:,.,, Q~&Y ~o,cr.\.%
R.C.E.24000 DATE GA~ PIRO
I SH~ET 11 CITY OF CARLSBAD 11 SH~ETS I
TRAFFIC CONTROL PLAN:
FARBER CONDOMINIUM PROJECT
1100 LAS FLORES DR., CARLSBAD, CA 92008
APPROVED 4Y . . " ~'I .& < ''er kM ear IW'IIIES PUBJJC ll'Ol!KS IRl!CTOR P'
DWN BY: PIRO ENG
I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: (,VP CT 02-13 CITY APPROVAL RVWD BY: ~LB, 412-5 OTHER APPROVAL
ip-sht5.lsh Z:\Sdok\proj\2004\dwg\2064-10-18-02.dwe 8/31/2004 3:15:14 PM PST 1".0. 2864
350'-..-:::---..
...._ _____ TRAFFIC SIGNAL SHALL BIi: SET TO
ALL-WAY RED FLASH FOR THIS
PHASE. CONTACT HEIDI
HEISTERMAN AT (760) 434-2937
PRIOR TO WORK.
_;:,--CONTRACTOR SHAU. OBTAIN CALTRANS
APPROVAL FOR SIGN PLACEMENT ON
OFF-RAMP PRIOR TO START OF WORK
PLAN: JEFFERSON STREET
LAS FLORES DRIVE EAST BOUND LANE CLOSURE
SCALE: 1"=20'
----,--ON-RAMP
1-5 NORTH
I
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-----OPP-RAMP
1-5 NORTH
----;----350'
C23-...__
ENGINEER Of WORK
PIRO ENGINEERING
930 BOARDWALK, SUITE "O"
SAN MARCOS, CA. 92069
(760) 744-3700
GAf;11/(! $1R~ R.C.E.24000
l---+--1-------------t----t-----t----+---J ~ I CITY OF CARLSBAD I I~
1--+-+--------------t-----t---;--t---j TRAFFIC CONTROL PLAN:
DA 1E INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA 1E INITIAL DAlE INITIAL
OTHER APPROVAL CITY APPROVAL
FARBER CONDOMINIUM PROJECT
1100 LAS FLORES DR., CARLSBAD, CA 92008
DWN BY: PIRO ENG I
CHKD BY: 61/P
RVWD BY: JU?-
PROJECT NO. I DRAWING NO.
CT 02-13 . 412-5
ip-sht6.lsh Z:\Sdik\proj\2864\dwa;\2864-10-16-02.dwa: 8/31/2004 3:07:26 PM PST lf.O. 2864
350'-.......::::..._,
TRAfflC SIGNAL SHALL BE SET TO
il.L-ll'AY RED FLASH FOR THIS
PHASE. CONTACT HEIDI
HEISTERMAN AT (760) 434-2937
PRIOR TO WORK.
350''--<.._
'------Rl
PLAN: LAS FLORES DRIVE WEST BOUND LANE CLOSURE
SCALE: 1"=40'
350''--..-:C--
THIS
____ __::_::=-----350'
50'
,...>--CONTRACTOR SHALL OBTAIN CALTRANS
APPROVAL FOR SIGN PLACEMENT ON
OFF-RAMP PRIOR TO START OF WORK
-------300•---------
-------35'(TYP)
PHASE-NIGHT WORK
PLAN: JEFFERSON STREET
LAS FLORES DRIVE WEST BOUND LANE CLOSURE
SCALE: 1"=40'
C23--...
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C14--
1-5 NORTH
-~ --~
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350' -~~
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---;:;----350'
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UP.12-31-06
cn-n.
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DAT£
i---;---i-------------;----;----+---+------11 SH~ET 11 CITY OF CARLSBAD 11 SH~ETS I
DAlE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DAlE INITIAL DAlE INITIAL
OlHER APPROVAL CITY APPROVAL
TRAFFIC CONTROL PLAN:
FARBER CONDOMINIUM PROJECT
1100 LAS FLORES DR., CARIBBAD, CA 92008
OWN BY: PIRO ENG. PROJECT NO. DRAWING NO. 2~ ~~~ Gve CT 02-13 412-5
ip-sht7.lsh Z:\Sdok\proj\2884\dwg\2864-10-16-02.dwl 8/31/2004 12:43:46 PII PST lr.O. 2884