HomeMy WebLinkAboutDWG 441-6; CDP 05-19; AVENIDA ENCINAS - ROAD WIDENING; 01-05GENERAL 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 PROJtCT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J . CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHAU
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WIU BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERM/ TTEE'S POU CY IN THE MINIMUM AMOUNT
OF $1,00D,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY "M?ITING THE POLICY MUST HA~ A RA TING OF "A" AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY BESTS" KEY RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE 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 WIU BE MADE TO THESE PLANS WITHOUT THE "M?ITTEN 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 ORA WING 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 PROJtCT SITE AT AU TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHAU BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PRINCIPAU Y DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WIU BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DA 'YS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEOIA TEL Y SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCTION MEETING SHA// Bf Hf/ D AT 1Hf SITE PRIOR TD THE
BEGINNING OF WORK AND SHAU BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TESTING AND AU
OTHER ASl'EC1S OF 1HE WOR~ THE CONTRACTOR SHALL SCHEDULE 1HE MEETING
THROUGH THE PERMIT CLERK 760) 4JB-J891 AT LEAST FIVE(5) WORKING DA 'YS PRIOR
TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING.
1J. AU INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION RE EST LINE AT
760 4JB-J891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.
IN EC ONS WIU BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WIU BE SCHEDULED FOR TWO FUU WORK DA 'YS LATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHAU BE SOI.ELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL.
STATE AND FEDERAL SAFETY AND HEALTT-1 STANDARDS, LAWS AND REGULATIONS.
15. TT-IE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO TT-IE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
TT-IE DESIGN OF SHORING, BRACING SLOPING OR 011-IER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TT-IE PIPE INSTAUA TION
THEREIN. THIS PLAN MUST BE PREPARED FOR AU TRENCHES FIVE FEET (5') OR
MORE IN DEPTH ANO APPROVED BY TT-IE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF TT-IE PLAN VARIES FROM TT-IE SHORING SY51EM
STANDARDS £STAB/ tSHW RY 1Hf CQNSTRUCTION SAFETY ORDERS Ilil £ 8
CALIFORNIA ADMINISTRATIVE CODE. TT-IE 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, DPFRA DONS 11!1 I CEA SF lf,lf,lffilA TEI Y AND TT-IE
PERMITTEE WIU NOTIFY THE CITY ENGINEER. OPERATIONS WIU NOT RESTART
UNTIL THE PERM/TTEE HAS RECEIVED WRITTEN AUTT-IORITY FROM TT-IE CITY
ENGINEER TO DO SO.
17. AU OPERATIONS CONDUCTED ON TT-IE SITE OR ADJACENT 11-IERETO, INCLUDING
WARMING UP, REPAIR. ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS,
EARTT-IMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHAU BE LIMITED TO TT-IE PERIOD BETWEEN 7:00 A.M. AND
SUNSET EACH DAY, MONDAY 11-IRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDA 'YS. (A LIST OF CITY
HOLIDA 'YS IS AVAILABLE AT TT-IE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO TT-IE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DA ys PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL 8£ RESPONSIBLE rOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESUL I OF THE GRADING OPERATION.
19. NO BLASTING SHAU BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
20. TT-IE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF TT-IE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF 011-IER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM TT-IA T SHOWN ON TT-IE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON TT-IE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF AU EXISTING FACILITIES
( ABOVEGROUND AND UNDERGROUND ) WITT-1/N TT-IE PRO£CT SITE sumC/ENTL y
AHEAD OF THE CONSTRUCTION TO PERMIT TT-IE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT TT-IE ACTUAL LOCATIONS ARE IN CONFLICT WITT-I
THE PROPOSED WORK.
22. THE CONTRACTOR SHAU NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DA 'YS PRIOR TO STARTING CONSTRucnON NEAR THEIR
FACILITIES AND SHAU COORDINATE WORK WITT-I A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDGJ<E
PACIFIC BELL
ADELPHIA CABLE COMMUN/CATIONS
COX COMMUN/CATIONS
CITY OF CARLSBAD (STREETS AND STORM DRAIN)
CITY OF CARLSBAD (SEWER, WATER Jc RECLAIMED WATER)
[BOO) 422-41JJ
760} 480-7647
(800) 892-012J
{760) 4JB-7741
{760i 806-9809 760 4J4-2980
760 4J8-2722
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WIU BE DETERMINED APTER "R" VALUE
TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF TT-IE STA TE
OF CALlrORNIA, PRINCIPAU Y DOING BUSINESS IN TT-IE FIELD OF APPLIED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS
AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DA 'YS BErORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON 11-IESE PLANS,UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHAU BE SHOWN ON TT-IE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT rOUNDATIONS WIU BE
AUOWED. ALL LUM/NA/RES SHAU BE ·cur OFF" TYPE.
J . ALL UNDERGROUND UTILITIES AND LATERALS SHAU BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURrAC/NG OF STREETS.
4. STORM DRAIN PIPE SHALL BE RE/NrORCED CONCRETE PIPE WITH A MINIMUM
0-LOAD OF 1,J50. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTT-1 IS LESS THAN 15 FEET AND BACKFILLED WITH
J/4" ROCK PER SORSO S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD JOJ4
rOR SOR J5 SOLID WALL PIPE.
5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET Or BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN 011-IER AREAS TT-IE PIPE WIU BE PLUGGED
WITT-I CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHAU BE INSTAUED PER REQUIREMENTS OF TITLE 24,
CALlrORNIA ADM/NISTRA TIVE CODE.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.J OF TT-IE CITY
OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHAU BE PLACED IN TT-IE STREET WITHIN THE LIMITS
OF WORK OF 11-1/S PLAN PER SORS DWG M19.
9. AU SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY 11-1/S WORK SHAU BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHAU BE PROVIDED TO TT-IE CITY
ENGINEERING INSPECTOR.
SEWERNOTES
1. ALL SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED AND
TESTED IN ACCORDANCE WIT.H THE CITY OF CARLSBAD ENGINEERING
STANDARDS VOLUME 1, GENERAL ENGINEERING STANDARDS, CHAPTER 6,
DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES AND
VOLUME J, STANDARD DRAWINGS AND NOTES DATED JUNE 30, 2004.
2. TT-IE CONTRACTOR SHAU OBTAIN AN EXCAVATION PERMIT FROM TT-IE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL
PROVISIONS OF TT-IE STA TE CONSTRUCTION SAFETY ORDERS.
J. BEFORE ANY CONNECTION TO TT-IE DISTR/CtS EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM TT-IE DISTRICT. IT MUST BE SIGNED AND APPROVED
BY THE DISTR/CtS ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
5. TT-IE CONTRACTOR SHAU NOTIFY THE CITY OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
(TELEPHONE NO. [76D] 4JB-J891)
WATER NOTES
1. WATER AND RECYCLED WATER MAIN AND APPURTENANCES SHALL BE
CONSTRUCTED IN ACCORDANCE WIT.H THE CITY OF CARLSBAD ENGINEERING
STANDARDS VOLUMES 2 Jc 3 FOR POTABLE AND RECYCLED WATER
STANDARDS DATED JUNE 30, 2004 OR LATEST EDITION.
2. TT-IE CONTRACTOR SHAU OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOT/FICA TION BEFORE
ANY EXCAVATION AND SHALL ADHERE TO AU PROVISIONS OF TT-IE STA TE
CONSTRUCTION SAFETY ORDERS.
J . BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. DmCE AND MUST
BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT
SUPERINTRNDENT.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7
DA 'YS BErORE CONSTRUCTION BEGINS. THE CONTRACTOR SHAU NOTIFY TT-IE
CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCTION (TELEPHONE ND.[760) 4JB-J891) rOR SCHEDULING.
5. NO TREES OR STRUCTURES SHAU BE AUOWED IN TT-IE WATER LINE EASEMENT,
AU EXISTING TREES AND STRUCTURES SHAU BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER.
6. TT-IE EXACT HORIZONTAL AND VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF
THE FIRE LINE LOCATED BETWEEN TT-IE DETECTOR CHECK VAL VE AND BUILDING
SHAU BE DETERMINED BY TT-IE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH TT-IE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR
THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD ENGINEERING
STANDARDS VOLUMES 2 d: J DA TED JUNE JO, 2004 OR LA TEST EDITION.
8. AU BURIED COPPER PIPING AND APPURTENANCES SHAU BE PROTECTED BY
MEANS OF CA 11-IODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTT-IER MANNER, TT-IE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
rORM OF PROTECTION.
9. AU POTABLE WATER SERVICES SHAU BE 1• AND AU POTABLE WATER METERS SHALL
BE 5/8" (UNLESS OTHERWISE NOTED ON TT-IE PLANS).
10. AU WATER METER BOXES SHAU BE ARMORCAST.
11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHAU
BE 5 FEET.
12. TT-IE TOP OF WATER METER BOXES SHAU BE FLUSHED WITT-I TT-IE FINISHED SURFACE
GRADE.
bliA,lnc.
land planning, cMI engineering, surveying
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(76D) 931-8700
PUBLIC IMPROVEMENT PLANS FOR
TOYOTA CARLSBAD
4':~CITY OF CARLSBAD, CA ,,~
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EARTHWORK QUANTITIES:
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150' 75' 0 150' 300' ---
SEE WATERLINE
£ ENS/ON SHEET 4
450' EXCAVATION: 750 CUBIC YARDS
EMBANKMENT: 20 CUBIC YARDS
EXPORT: 730 CUBIC YARDS ----
REFERENCE DRAWINGS:
CITY OF CARLSBAD DRAWING NO. 161-6
210-6
256-7, 7A.!c78
330-2A
SITE
WORK TO BE DONE
TT-IE IMPROVEMENT WORK SHALL BE PERrORMED IN ACCORDANCE WITH THE
rOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY TT-IE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
J. TT-1/S SET OF PLANS
4. PLANNING COMMISSION RESOLUTION NO. 'S 6044 d: 6045 DA TED J/15/06.
5. TT-IE STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY NORCAL ENGINEERING
DA TED 4/4/05 AND UPDATED MAY 12. 2006.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PEBMIT CONDITIONS, PC RESD 6D46
DA TED 3/15/06 -
SEE ADDIT/Ol<(AL ,torES ON :511£1"-r 2.
LEGEND
DESCRIPTION DWG.NO. SYMBOL QUANTITY
RIGHT-OF-WAY R/W
EXISTING WOOD FENCE -x-x-x-
EXISTING SPOT ELEVATION ,44.4
EXISTING CONTOUR ---------45-------
EXISTING WATER METER D
EXISTING SEWER CLEANOUT 0
EXISTING CONCRETE I,'. -: 4 . • I
EXISTING ELECTRICAL LINE (E)
EXISTING WATER LINE (l,t)
EXISTING SEWER LINE (S)
EXISTING GAS LINE <GAS)
EXISTING TELEPHONE LINE (T)
EXISTING SEWER MANHOLE SM 0
EXISTING FIRE H'IVRANT FH ~
EXISTING WATER METER ®
EXISTING CATCH BASIN
EK/ ST/NG STREET SIGN ~ PROPOSED 4• AC/ 6"8ASE PVMT 13,370 SF
6" AC DIKE SDRSD G-5 1175 SF
RETAINING WALL 724 SF
FLOW PATH
2• MIN GRIND Jc AC. OVERLAY 17 Z Z Z Z Z Z Z ~ 2350 SF
SPOT ELEVATION 50.0
TOP OF WALL 12.J TW
FINISH GRADE ~ 12.3 FG
SAW CUT EXISTING AC 1175 LF
PCC DRIVEWAY G-14 A .,--._,; .... :,~---~ (:r '" [', 450 SF
PROPOSED CUT SLOPE
PROPOSED FILL SLOPE T T
DAYLIGHT LINE -""-...>I<. .....>I,_
EXISTING STRIPING
PROPOSED STRIPING 2,535 LF
STREET SIGNS -PROPOSED -0-10 EA
GUARD POST.$ SDRSD 1.1-9 c:::JEc-J EA
PROPOSED a• WA TERLINE w JO LF
PROPOSED FIRE H'IVRANT CMWD W12 -1 EA
''DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM TT-IE ENGINEER OF WORK FOR THIS PROJtCT, TT-IA T I
HA VE EXERCISED RESPONSIBLE CHARGE OVER TT-IE DESIGN OF TT-IE PROJtCT AS DEFINED
IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE, AND TT-IA T THE DESIGN IS
CONSISTENT WITT-I CURRENT STANDARDS.
BASIS OF BEARINGS PALOMAR
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC/FJCATIONS BY TT-IE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES rOR PROJECT DESIGN. T.HE BASIS OF BEARINGS FOR THIS SURVEY IS
T.HE NADB3, ZONE 6, GRID BEARING BETWEEN
FIRST ORDER STATION "CLSB-1J7" AND FIRST
ORDER STATION "CLSB-142~ PER CITY OF
CARLSBAD SURVEY CONTROL, AS SHOWN ON
RECORD OF SURVEY NO. 1 7271.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS
GENERA TED BY AERIAL SURVEY MET.HODS
FROM /NFORMA TION PHOTOGRAPHED BY TOW/LL,
INC. ON SEPTEMBER 9, 2005. TOPOGRAPHY
SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
SHEETINDEX
SHEET 1:
SHEET 2:
SHEET J :
SHEET 4:
SHEET 5:
TITLE SHEET
DETAIL, PLAN & PROFILE
PLAN & PROFILE
PLAN, PROFILE & WATERLINE EXTENSION
SIGNING Jc STRIPING PLAN
BENCHMARK
CITY OF CARLSBAD SURVEY CONTROL POINT
NO. 057. A 2.5" DISK IN DRAINAGE BOX INLET
IN T.HE SW QUADRANT OF A VEN/DA ENCINAS
AND CANNON ROAD.
ELEV.=44.010 NGVD 29
~ AIRPORT RD.
l(1
0
~ <
~ "'.'~
VICINITY MAP
NT.S
UTILITY DISTRICT APPROV AL(S)
FIRM: BHA, INC.
ADDRESS: 5115 AVENIDA ENCINAS, SUITE L
CITY, STA TE: CARLSBAD, CA 92008
TELEPHONE: (76~=
BY: "k /,_
RONALD L. H OWA Y
R.C.E. NO.: 29271
REG/STRA TION EXP/RATION DA TE: MARCH JI, 2007
DATE: //-/{,-ot;, ---~~~-
"AS BUILT''
ABBREVIATIONS:
CITY OF CARLSBAD FIRE DEPARTMENT
REQUIREMENTS
NO. Of F.H.(S).b....F.FLOW l:?5¢ G.P.M. OUT OF ....1.....F.H.(S). 14 ~ ipojoB AB -AGGREGATE CONCRETE BASE
AC -ASPHALT CONCRETE
BC -BEGIN CURVE eve -BEGIN VERTICAL CURVE
BW -BACK OF WALK
Cd:G -CURB AND GUTTER
CDS -CUL-DE-SAC
CL -CENTERLINE
CO -CLEANOUT
DC -DEPRESSED CURB
E -ELECTRIC
EB -EASTBOUND
EC -END CURVE
ECR -END CURVE RETURN
EP -EDGE OF PAVEMENT
EVC -END VERTICAL CURVE
FC -FACE OF CURB
FL -FLOWLINE
FS -FINISHED SURFACE
G -GAS
GB -GRADE BREAK
HOPE -HIGH DENSITY POL Y£THYLENE
HP -HIGH POINT
L T -LEFT
MH -MANHOLE
I.IVG -MIDDLE VERTICAL CURVE
NTS -NOT TO SCALE
P -PAVEMENT
PCC -POINT OF COMPOUND CURVE
PL -PROPERTY LINE
PRC -POINT OF REVERSE CURVE
PVC -POLY VINYL CHLORIDE
RCP -REINFORCED CONCRETE PIPE
RT -RIGHT
RW -RIGHT-OF-WAY
S -SEWER
SD -STORM DRAIN
SOR J5 -STANDARD DIAMETER RA no J5
SDRSD -SAN DIEGO AREA REGIONAL
STANDARD DRAWING
-SIDEWALK
-TELEPHONE
TOP OF BERM/DIKE
-TOP OF CURB
-TOP OF FOOTING
-TOP OF GRATE
>-------------------< BLD SPRINKLED-S .. F.FLQW 'Sfu.P.M.
CAR~ ?NICIPAL WATER DISTRICT
UL.~ z./,/•7
DAVID A. HAUSER DA TE
DEPUTY CITY ENGINEER R.C.E. 33081 EXP. 06/30/08
I
RCE ?.92.71 EXP. 3/zypf DATE i
4 · 'l·oj
DATE
t---+----+-------------1---+--+---+----I I SHJEET I CITY OF CARLSBAD ~5
::===:::'....'::::==£:::N:::G::1N::E::£R::1N::::G:::::::D:::EP::A::::R::::TM:::£:::N::T==::::::'...'.:~==~
>---+----+-----------------+-----+---+----+----+ IMPROVEMENT PLANS rOR:
A VENIDA ENCINAS -ROAD WIDENING
(PUBLIC)
APPROVED
ITY ENGINEER EXPIRES 6 30 08
2./&/07
DATE
29271
R.C.[.
EXP. J/J!/07 //-/I,· o(. IE -INVERT ELEVATION
/OD -IRREVOCABLE OFFER OF OED/CATION
SW
T
TB
TC
TF
TG
TW w -TOP OF WALL
-WATER REVISION DESCRIPTION
DA TI: INITIAL DAT£ INITIAL DWN BY:
CHKD BY: B !>-1'.
RVWD BY:
PROJECT NO.
CDP0S-19
DRAWING NO.
441-6 UC. EXP. OAT£ OAT£ ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL
K: \Land Projects 3\59 1-0804-605 \0WG\JMP \591-0804-/MP-01.dwg 11/15/2006 2:24:02 PM PST
050207
042009
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(
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REMOVE EXIST.
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GRIND & OVERLAY
LIMITS
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--=@'----"(~ S~1--~S> =-~S) =~ <S> --' ... CS)~-<S> --<S) (S) ,s; <'S) ~'--<S) --
! EXIST. IMPROVEMENTS PER DWG. NO. 161 6 I
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A VEN/DA ENCINAS
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---
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Ii R/W
37'
DESIGN ELEVA noN
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PROFILE
~
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~
MINIMUM STRUCTURAL
SECTION 4• AC/6" AB
REFER TO STREET NOTE
N0.1
79'
VARIES 42'
13' MAX 32'
(TYP.) ~SAWCUT UN£ . 7 2' MIN
6 TYPE
A BERM REMOVE EXIST.
~ -ACBERM
GRIND & OVERLAY SEE
HEADER CUT DETAIL
BELOW
R/W
10'
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AND GUTTER,
AND SIDEWALK
(1,1)--
.. _ (£J .. •
1,1)--(1,1)--(1,1)•----(\,')--(\,)---(\v')--(\,')--(Iv')-'=-(\,')--(\v')--(\,')--(\,')--~
(\,') --(\,') (\v') (\,') (\,') (\v') --(\,')--_('.') ~ (\v')
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TYPICAL SECTION
A VENIDA ENCINAS
WoR..r.. TO ilE ~olf£ ,L\PJV: 211~030~25
9. ST<>/1.M.WATE/l. Ml,.Nl,GEM61'/"T ft.lt>i 1'1.l'AfLn l)f ll~A.,INC. l>ltT•I! NOtl. %01 :Z.00'-.
10. S"TO/l.MWA"TE/l. l'tt.t.UTtUI "'"~fN PIJ,,N (.SWl'l'I') P/1.11',fL,n .,, 11/M ,u,c..
l>ATSJ: JUI.Y IZ, ZODw I WDIP-# 9 'J1C. s~z ,,, 1
ti. CAt.ll'Oll,t/A ST•Jl..,WA"Tli'A lilUII\LITY 1,sso,,,,.-r,0111 STO/l.MWMW'L. IIJ"T lllfANl,G6/lllllrNT
P~tc.li, '°"' STLU er,_ lltf-1/1 lo•C AIII Tl/ff sr,,-,-; .,, c.1, .. ,,..11. llttf I O#ft+LTllll"1T OF
TRAl/sNI-T/ltTIUI, CoN1ruc.r10N S/ff 1111' N-1411'4£/lrr p,1,4e.r1cES (IIM,) /tlll/1111/k.
CURBDATA
NO. DEL TA OR BRG. RADIUS LENGTH REMARKS
1 N32°33'41 "W 341. 73' 6" TYPE "A• BERM
2 N30"29'57"W 54.41' 6" TYPE "A• BERM
CENTERLINE DATA
NO. DEL TA OR, BRG. RADIUS LENGTH REMARKS
1 t.=01,3'37• 950.00 20.33' CL A 1£. ENCINAS
2 N30"29'57"W 375.60' CL A I>£ ENCINAS
NOTE TO CONTRACTOR:
THE CONTRACTOR SHALL VERIFY THE LOCATION
Of' ALL EXISTING FACILITIES ( ABOVEGROUND AND
UNDERGROUND ) 'MTHIN THE PROJECT SITE
sumCIEN7L y AHEAD Of' THE CONSTRUCTION TO
PERMIT THE REVISIONS Of' THE CONSTRUCT/ON PLANS
IF IT 15 FOUND THAT THE ACTUAL LOCATIONS ARE
IN CONFLICT 'MTH THE PROPOSED WORK.
I/'.
,· . . . .· E)· . ••·. . ·_(£. ~). (Fj •·· ) ... ·. .. _·p ' AS~· · lEX ' <~:s) ~ N ,.... NOT TO SCALE
T.I = 8.0
R/W
r
.~
PLAN -A VENIDA ENCINAS
20 10 0 20 40 60 -------SCALE: 1 • = 20'
STATIONING ALONG CENTERLINE A VENIDA
ENCINAS IS BASED ON CITY OF CARLSBAD
IMPROVEMENT PLAN DWG. NO. 161-6
--.. ·-·.•.-~~-----;,;;.·
~..-2"' ~,Tl; . ' ' ,. r~ \ ')
•
:/W
" I
..
1--'
Cl: (j
is
EXIST. AC BERM -...__
TO 8£ REMOVED 2'
----2-
r,~
II'. ,-
r,~ "' :. "' • \,_j :'> NEW PAVEMENT
2' MIN OVERLAY 0
0.10' MIN THICKNESS
OR AS DIRECTED "AS BUILT''
~ \,., ""l "' ll.. & BASE
~-1()' \)-" ..... Cl: ,J ~ J ~ • Lu n1 (y 0~ ~B c:;
I i~ ~ I 0 !l:
"'i "l 'C c:; ... l!:?t '--+
t '--6 ..----~<-;-->---_;...~EXIST. PAVEMENT 12. U/4.,r 10 /.r~l os
RCE 2,9Z.1/. EXP. -J./1')0, I DATE I
REVIEWED BY: I
-\-
~
~> I (~ -..,__ ft u~ <~' ·&1 ~
'(' ~ ~it '--PROPER r,l_NE/
' ' I 7 PROJEC BOUNDARY
HEADER CUT DETAIL
NOT TO SCALE 0 2 1-Cl-I. 4-j•o'I
if;JiEcToJ() DATE
t-----t----11-------------+----+----4---4-__j I SH2EET I CITY OF CARLSBAD I SHE5ETS I 'IL~~~-:------------:-----=~~;;;:-t==::t==t================j==j==±==±=j ENGINEERING DEPARTMENT I b I . I t----i--+---------------1---1---i----1-----J ~IMP=R==O:=:VE~ME====NT::==:P::LAN::::::S:::::::FO::::::R::::::· ======='-'==::::;
HA, nc I A VENIDA ENCINAS -ROAD WIDENING
lend plan,,ng. cMI en~:aerng. uveyng (PUBLIC)
5115 AVENIDA ENCINAS
SUllE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
29271
R.C.E.
EXP. 3/31/07 11-(b-OL. DATE IN.11Al.
UC. EXP. DATE DAT£ ENGINEER Of WORK
DA TE IN.11AL
REVISION DESCRIPTION OTHER APPROVAL
APPROVED
CITY ENGINEER PE
DATE .N.11AL OWN BY: CHKD BY:~8~$.~j""~
CITY APPROVAL RVWD BY:
i,,t-v10 ~,4 uJt,<, z./,,i~
33Cle{ EXPIRES 6 30 08 DA TE
PROJECT NO.
CDP05-19
DRA'MNG NO.
441-6
K: Land Projttcts J 591-08()4-605 D~ /UP 591-0804-/UP-02.dwg 11 15 '2006 2:.J1:J6 PU PST
050207
042009
)
NO.
2
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NO.
2
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CURBDATA
DELTA OR BRG. RADIUS LENGTH
NJ0'29'57"W 353.37
~ = OJ'.JlJ'J6" 2790.78 177 46
,_
8
I !f... "I --,~
!6 -+-
13+00
HSncJ8 3SN30
REMARKS
6 • TYPE A BERM
6" TYPE A BERM
CENTERLINE DATA
DELTA OR BRC. RADIUS LENGTH REMARKS
NJ0'29'57"W 353.37 CL A vf. ENCINAS
~ = 03'.JB'J6" 277778 176.63 CL A vf. ENCINAS
Q
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SC AL : 1 • , 20' 01 IZ
' • ' R
16+00 17+00 18+00
'
NOTE TO CONTRACTOR:
THE CONTRACTOR SHALL VERIFY THE LOCA nON
OF ALL EXISTTNG FACILJTTES ( ABOVEGROUND AND
UNDERGROUND ) WITHIN THE ~ROJECT SITE
sumCIEN1L y AHEAD OF THE CONSTRUCTTON TO
PERMIT THE REVISIONS OF THE CONSTRUCTTON PLANS
IF IT IS FOUND THAT THE ACTUAL LOCA nONs ARE
IN CONFLICT WITH THE PROPOSED WORK.
"AS BUILT"
72.. ~ 10-10-oa
RCE 2927/ EXP. :J •l/ -09 DA TE
REVIEWED BY: PLAN - A VENIDA ENCINAS (1 ~(2 0 4·'\i'-0'3
20 10 0 20 40 60 ••~• CTOR ( -DA TE
i-----t--+------------.J.-----1---.J____.J_____j I SHJEET I CITY OF CARLSBAD I SHE5ETS I
'111--:---------------::~::::;:::--t=-=-=-=-=-t=-=-=-=-t=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-i=-=-=-=-:::i[=-=-=-=-t=-=-=-=-j=-=-=-~] ~====~::::::::::::::::EN:::::Gl::::N:::E,::ER::::1N::::G:::::::D::EP::::A:::R:::TM:::E,:::N:::T===='..:::::::::===; I b' . I I IMPROVEMENT PLANS FOR:
HA, nc, ,~,Z:0
~:\:, AVENIDAENCINAS-ROADWIDENING
SCALE: 1 • = 20'
land plonnlng, clvl e,o.uemg, ~ {ff =~::,~ • (PUBLIC)
5115 A VENIDA ENCINAS II \DP. •-OJ-o,,r :":JJt---r--jf-----------------+..--+---1--~1--~ SUITE "L" @" ~=~====:=====::::;,::;::::=:=;;:;::;:::;::=====:::!
CARLSBAD, CA. 92008-4387 '!1,."-<'IYP../..i APPROVED /l ., ;J"! D.+vi " 1/All>tU.
(760) 931-8700 '-~o,c.,v• ,,,., .1J-r ,)-i.),/o 7
CITY ENGINEER PE 3.-011 e~PIRES 5/3QI08 DATE
/O'""'(lfl, U _Ul /1\ -u11/l.7
29271 EXP. 3/31/07 /f·IC,-OC,
UC. EXP. DATE DATE
DA "TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION R.C.E.
DA "TE INITIAL
OTHER APPROVAL
DA "TE INITIAL DWN BY: CHKD BY:--n8ns,-t=-
CITY APPROVAL RVWD BY:
PROJECT NO.
CDP05-19
DRA'MNG NO.
414-6
K.-\Land Proj,cts 3\591 0804 605\0IIG IUP \59T 0804-/UP-03.dwg 11/15/2006 2.-J2.-J2 PU PST
050207
042 009
CURBDATA
NO. OELTA OR BRG. RADIUS LENGTH
1 t.=04V1'2o• 2790.78 195.92
2 N22'50'01"W 52.01'
oO ... -"-0, -"'
<'"> ~
~
J' T
-"' "'
+
.... 0, ., -"'
18+00 19+00
CAUTION: OVERHEAD
-t----;,<:::::----1 ·TELEPHONE & CABLE TV
<'">
· , RIGHT Bf WAY
c:..... ( S> --r .-, u, ) --<G4S> --<G4'1( __ i---11----+------r
~ 53 <T>----
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(T)I= ( 1 (T) <T}S <T
1 {T)
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EXIST. 42• SV,ffl L!NE
<W>--<W>--HdSV
<T>
<T> 19+00 <T>
(7')
+ 00 ...... ~ ; . -.. -. " . ' •--(1,1)
-~-:. ... : -~·\:_.-_!_,· _-·_\.;.__-_-. ~:~•
REMARKS
6" TYPE •A• BERM
6' TYPE 'A. BERM NOTE TO CONTRACTOR:
THE CONTRACTOR SHALL VERIFY THE LOCA 110N
-
CENTERLINE DATA OF ALL EXIS11NG FACIU11ES ( ABOVEGROUND AND
UNDERGROUND ) WITHIN THE PROJECT SITE
NO. OELTA OR BRG.
1 /J=04V1'20"
2 N22'50'01 "W
RADIUS LENGTH
2777.78 195.01
71.64'
REMARKS
CL A J,f' ENCINAS
CL A 1,£' ENCINAS
sumCIENTl Y AHEAD DF THE CONSTRUC110N TO
PERMIT THE REVISIONS OF THE CONSTRUC110N PLANS
IF IT IS FOUND Tl/AT THE ACTT!AL LOCA 110NS ARE
IN CONFLJCT WIIH IHE PROPOSED WORK.
' -
..
CA E:
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(T)
20+00
C>
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)
.-· -. . . --.• I· ·.~. , .. ·•. .. ~~
21+00
CONsmucT N. c. T.D. (!Vs
WABASH VALJ:£r BlNCH
AIOlJEL. /PP 3020\ COi.Of? INSTALL NCTD
BIJS STOP SIGN
~XIST. UCHT
.. ~ -. ' .-·_• .-.. ·-. k---.• _«• . . _ ..
20+.,H;i: 42'fir.t. :---:-"'"'----C.:...i_jlil._: I J 'EJJPERTY CORNER •
P/L t
,,J
PLAN - A VENIDA ENCINAS
20 10 0 20 40 60 ---- - --SCALE : 1 • = 20'
•·
22+00
CAUTION: 12" HIGH PRESSURE .
GAS LINE. PROTECT IN PLACE.
r---1 I ..,.
I ,¾-
I NO . I WATERLINE DATA
N 30·23•02" WI 38.4' I
J
•
"' ><
8 C>
1+00
REMOVE EXIST.
WATER METER RELOCATE AS
SHOWN ~
--j
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<.i ,-:
"' ""(
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ti
-+--
• • •
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2+00
EXIST. COLLISION
CENTER BU/WING ---
----
8' TO 6' RED CER
1+40.00 F.H. ASSY.
~--1,1
.':;::::~~~JREMOVE EXIST. W.L. OR NEW WATER METER
ABANDON IN PLACE LOCA noN
PLAN -WATERLINE EXTENSION
20 10 0 20 40 60 -------SCALE: 1 • = 20'
(SEE KEY MAP tOR LOCA noN)
1------11----+------------------11-----+--+---+-----l ENGINEERING DEPARTMENT 5 I SH4EET I CITY OF CARLSBAD I SHEETS I
llb-1'1'1----------------=~=;:::--~=-=-=-=-:::;~=-=-=-=-i=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-:::;~=-=-=-=-~=-=-=-=-:::;~=-=-=-=-t=-=-=-~~ IMPROVEMENT PLANS FOR: ~---,-,A-s_B_u_1L_T_" ___ __, A, Inc. A VENIDA ENCINAS -ROAD WIDENING
land pkn"Wlg, cMI etQ. aamg, ~ (PUBLIC) ~ 01P tfkL HI• 3!> -oft 5115 AVENIOA ENCINAS ~ ..,_ SUITE "L'
RCF Z,92,, I EXP. ~-31-09 DATE CARLSBAD, CA. 92008-4387
(760) 931-8700
REVIEWED BY:
DATE
29271
R.CE
EXP. 3/Jl/07
UC. EXP. DATE
DA TE INITIAL DAlE INITIAL
DATE ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL
APPROVED (2_1-?t, P,tlJI a.L,l0 " . l &il1 □V
CITY ENGINEER PE 330 EXPIRES 6 30 08 DATE
OWN BY: PROJECT NO. DRAWING NO. DAlE INITIAL CHKD BY: B:SS
CITY APPROVAL RVWD BY: CDP0S-19 441-6
I<: Land Projects J 591 -0804-605 Otte IMP 591-0804-/IJP-04.dwg 11 15 '2006 2:JJ:22 PM PST
050207
042 009
)
0 ... :e
0 G') -t "'-a»
SIGNING AND STRIPING NOTES
THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL
1. SIGNING AND STRIPING. MARKINGS SHALL CONFORM
ALL SIGNING, STRIPING ANi~LP~'/Ft~~~RM TRAFFIC CONTROL DEVICES 2
· TO TH£ CALIFORNIA MA AS AMENDED FOR US£ IN
i~v::;%N¾~,TCfHf
0g:i_ ~1~:i ;i~D:{JNff Pfi;;'c;:,;g~f ~~°r51~s,~~s.
LA TEST VERSION THEREOF, T TO TH£ APPROVAL OF TH£
3· PUBLIC WORKS DIRECTOR ALL SIGNING ANO STRIPIN~JS H7f8;/fffRESENTA TIVE, PRIOR TO
/NSTALLA TION. O STRIPING PLANS SHALL BE
ANY DEV/A TION FROM THES~ SiJfN'(;gR:NANO PUBLIC WORKS DIRECTOR 4· APPROVED BY THE ENG/;'7! THE FIELD.
PRIOR TO ANY CHANGE ALTRANS SPECIFICATIONS.
ALL STRIPING SHALL 8£ REF~~c~:i :~;Kc; AFTER INITIAL PAINTING.
5. STRIPING SHALL BE REPAINT, LTRANS SPECIF/CATIONS
6. ANO SHALL USE ENCAPSU ALL S/GNAGE SHALL 8£ Rf:LfE~T1'(_'f:NiE~£;.tr:cTIVE SHEETING (HIGH
INTENSITY OR EQUAL).
ATTACH NO '---------p 'ARKING SIGN
(R26) TO EXIST.
L ACCEPTANCE OF STREET IMPROVEME~TtH:LL STREET 7
· r;::.~~iN~ ::.i~A MARKINGS WITHIN A 5ff;~~Rl~g1;.R,,L~KE NEW" CONDITION,
CONSTRUCT/ON PROJECT WILL tfR~tAL OF THE CITY INSPECTOR.
IN A MANNER MEETING THE A MIT LINES SHALL BE
EXACT LOCATION OF STRIPl1otf:f ti;rcT~R OR HIS REPRESENTATIVE 8. APPROVED BY THE PUBLIC
PRIOR TO INSTALLATION. G PAINTED LINES, MARKINGS
9. ANO PAVEMENT LEGENDS CONTRACTOR SHALL REMO'fft ~~7N5i~N[_Ll5E~~/S SHALL BE PROMPTLY
REMOVED BY THE CONTRACTOR. BE THE LA TEST VERSION OF THE
10 ALL PAVEMENT LEGENDS SHALL
. CAL TRANS STENCILS. L BE FIELD LOCATED. CROSSWALKS
11. LIMIT LINES AND ~ROSSWAL~iJ//i11~ UNLESS OTHERWISE SPECIFIED.
SHALL HA VE A 10 INSIDE O BARS PAVEMENT ARROWS ANO
12 ALL CROSSWALKS, LIMIT UN~ f,:f;MOPLAST/C UNLESS OTHERWISE . PAVEMENT LEGENDS SHALL
SPECIFIED. FORM TO THE CALIFORNIA
13· ~1!u1'f~iNi:toV:JE;~~,K{f1~ii~i~k~~Ar1i~'ss:irg~G~003
REVISION 1, T,A,SNOAA1iN~% WING M-19. REGIONAL S ,...
ST. LT. -----
1
DATE INITIAL DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
RES SHALL BE PAINTED YELLOW. 14. ALL MEDIAN NOSES ANO FLA SHOWN IN THE CALIFORNIA
SHALL BE STANDARD SIZE AS ES (FHWA'S MUTCO 2003
15. t~~J!,JNgN UNIFORM TRAFFIC co1TF::/LcJ5'f!5RN!A) UNLESS OTHERWISE REVISION 1, AS AMENDED FOR US
SPECIFIED. TEEL TUBING WITH
SIGN POSTS SHALL 8£ S~¼A~7£:iR:f~~~Efi_ ~TANDARD DRAWING M-45.
16. BR£AKA WA y BAS£ PER S POLE IT SHALL 8£ MOUN TED USING A
17. WHEN A SIGN IS A TT~~'0~ :~iK£T WITH STRAPS.
STANDARD CITY MOU SHALL BE DELIVERED BY
EXISTING SIGNS REMOVED 8c;T[H%F ci~Tt~rzRPUBLIC WORKS YARD AT 18· TH£ CONTRACTOR TO THE
405 OAK A VENUE. ANS SHALL BE NEW SIGNS PROVIDED
19
· ~~~ ~i;iLf1gw;y
0
;/Hffxf £~T~~ ~}Cf:;[o~~~:~ ~ffNfo REMAIN SPECIF/CALL y SHOWN AS
SIGNING AND STRIPING CONSTRUCTION NOTES
CALTRANS STD. A208 DETAIL 32. 0 PAINT 2-WAY LEFT TURN p~FFIC CONTROL DEVICES (MUTCD) SEE MANUAL ON UNIFORM
] __ J/ __
-~-----~
011-----------------------------------------....._ ____ ........___ __ -_:_-------------______,--==----==-===----------., ----=v-RW--------------
t.' 11 )!t'-;;_, _,,-'-_,/ C' ' ::: ~ > c'' NO PaRK<NC
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51 7 5 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
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R.C.E. UC. EXP. DATE
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ENGINEERING DEPARTMENT
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