Add the following section:
313-3.2 Temporary Sand- Filled Crash Cushions. Temporary sand-filled crash cushion units shall be “Energite III” manufactured by Energy Absorption Systems, “Fitch Inertial Barrier System Modules” manufactured by Roadway Safety Service, or equal. Features required to determine equivalence of any other temporary sand-filled crash cushion units shall be approval of the system by CALTRANS and that the temporary sand -filled crash cushion units meet NCHRP 350 standards. Other features will be suitability to application, operational characteristics, durability and other such characteristics that the Engineer shall determine. Temporary sand- filled crash cushions (TSFCC) shall be of the type and array configurations shown on plans, and installed at every end of, or gap in, the temporary railing (Type K) whenever the closest point of approach of traffic, regardless of direction, is 4.6 m (15’) or less to the end of the temporary railing (Type K) being considered. The TSFCC shall be installed per CALTRANS Standard Drawings T1 and T2 for approach speeds no less than the posted speed of the street prior to construction or 55 kilometers per hour (35 mph), whichever is the greater. The TSFCC array shall be appropriate to the application as shown on said standard drawings. A Type J and/or P marker panel conforming to the requirements of the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) as amended by the most recent MUTCD California Supplement shall also be installed at each TSFCC array as shown in CALTRANS Standard Drawings T1 and T2.
Particular care shall be taken to assure that crash cushions are installed with the soil supporting them and the adjacent soil leveled to match the elevation of the bottom of the temporary railing immediately adjacent to the crash cushion. All routes of approach to the TSCFF array shall be graded such that any vehicle diverging from the travelled way to strike the TSCFF will travel on a vertical alignment parallel to the segment of the travel lane that it departed from.
Add the following section:
313-4 MEASUREMENT AND PAYMENT . Temporary traffic pavement markers, temporary channelizers, temporary signing, temporary railing (type K), temporary crash cushions and
Revised 6/15/2017 Contract No. 6004 Page 185 of 188
temporary appurtenances thereto shown on the plans or required in the specifications are a part of the lump-sum item for traffic control and payment therefore shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in applying, installing, maintaining, and removing temporary t raffic pavement markers, channelizers, signing, railing (type K), crash cushions and appurtenances, complete in place, as shown on the plans, as specified in the Standard Specification and these special provisions, and as directed by the Engineer. Payment for temporary crash cushions, concrete barriers and the signs and reflectors marking them shall include the installation, grading for installation, grading for the approach path, maintenance, painting and re-painting, replacement of damaged units and removal and shall also be included in the lump- sum price bid for traffic control. Payment for installation and/or relocation of K -rails and crash cushions when not shown on the plans and requested by the Engineer shall be made per section 3-3, Extra Work, SSPWC.
Revised 6/15/2017 Contract No. 6004 Page 186 of 188
SUPPLEMENTAL PROVISIONS
TO
STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION
PART 6, MODIFIED ASPHALTS, PAVEMENTS AND PROCESSES
600-3 Emulsion - Aggregate Slurry
600-3.2 Materials. Add the following: Aggregate for Emulsion - Aggregate Slurry shall be Type I and Type II Slurry Aggregate as outlined in 302-4.8.2.4.
600-3.4 Application of Slurry. Add to the first paragraphs: No slurry shall be applied until the provisions of subsection 212- 1.2.6, Herbicide Application, Section 302- 11 Asphalt Concrete Pavement Crack Filling and Sealing, Section 312- 3 Pavement Marker Removal have all been satisfied.
The Contractor shall remove all existing markings, legends and striping, either permanen t or temporary in those areas to be slurried. Removal of striping by high velocity water jet may be permitted when there is neither potential of the water and detritus from the high velocity water jetting to damage vehicles or private property nor to flow from the street into any storm drain or water course and when approved by the Engineer. The Contractor shall vacuum all water and detritus resulting from high velocity water jet striping removal from the pavement immediately after the water jetting and shall not allow such materials to flow in the gutter, enter the storm drain system or to leave the pavement surface. Surface variation limitations for high velocity water jet striping removal shall be the same as for grinding. The Contractor shall not use dr y or wet sandblasting in any areas.
All cracks and areas between existing curb and gutter and edge of pavement that contain weeds or plant growth of any kind shall be treated with herbicides. Herbicides shall be applied at least 2(two) working days prior to sealing of street. Allowance for the two day period shall be shown in the schedule required per section 6- 1. Contractor shall remove any visible plant growth prior to placement of Herbicide.
Full compensation for removal of striping and herbicide application shall include but not be limited to: furnishing all labor, tools, equipment, and materials necessary for doing the work and shall be considered as included in the contract unit price bid for Emulsion Aggregate Slurry and no additional compensation will be allowed therefore.
600-3.6 Public Convenience and Traffic Control. Modify the first line with the following: Public Convenience and traffic control shall conform to 302- 4.4.4. There shall be no stockpiling of material allowed on City right-of-way.
Revised 6/15/2017 Contract No. 6004 Page 187 of 188
Appendix A
Electric Sketch and Electric Meter & Service Location
Revised 6/15/2017 Contract No. 6004 Page 188 of 188
Appendix B
Property Owner Contacts and Exhibits
2/1/23
2/1/23
02/14/2023
INDEX OF SHEETS
NO.
1 2-3
4-14
14-19
20-25
26-29
DESCRIPTION
TITLE SHEET
NOTES
IMPROVEMENT PLANS
DETAIL SHEETS
SIGNING AND STRIPING PLANS
TRAFFIC SIGNAL PLANS
SURVEY CONTROL STATEMENT:
HORIZONTAL CONTROL
HORIZONTAL CONTROL FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, EPOCH 1991.35 AND IS DETERMINED BY GPS MEASUREMENTS AT GPS STATION 133, GPS STATION 136 AND GPS STATION 138 PER THE CITY OF CARLSBAD SURVEY CONTROL NETWORK RECORD OF SURVEY 17271.
VERTICAL CONTROL
ELEVATIONS ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) PER THE CITY OF CARLSBAD SURVEY CONTROL NETWORK RECORD OF SURVEY 17271.
PROJECT CONTROL
STATION: "136"
N = 1985447.745
E = 6234298.535
EL = 54.061
CONVERGENCE FACTOR = -o· 35' 14.993"
COMBINATION FACTOR = 0.999964460
GROUND DISTANCE = GRID DISTANCE/COMBINATION FACTOR
STATION: "138"
N = 1989695.304
E = 6233260.661
EL = 74.150
RESULTANT COORDINATES AND ELEVATIONS ARE CLASSIFIED AS PROJECT CONTROL AND ARE TO BE USED FOR THIS PROJECT ONLY.
MONUMENT NOTE
THE CONTRACTOR SHALL OBTAIN THE SERVICES OF LICENSED LAND SURVEYOR FOR MONUMENT
PRESERVATION INCLUDE PRE-CONSTRUCTION SURVEYS OF ALL RECORD MONUMENTS, RE-SETTING
MONUMENT DISTURBED BY CONSTRUCTION AND FILING A CORNER RECORD WITH THE COUNTY OF SAN DIEGO.
IMPERVIOUS AREA
TOTAL DISTURBED AREA = 609,000 SF
(THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF
SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND
TEMPORARY DISTURBANCE SUCH AS VEHICLE AND
EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER
FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES,
BACKFILL CUTS, AND SLOPE KEYWAYS)
TOTAL EXISTING IMPERVIOUS AREA = 609,000 SF
TOTAL REPLACED IMPERVIOUS AREA = 26,632 SF
TOTAL PROPOSED IMPERVIOUS AREA = 0 SF
STORM WATER BMP CATEGORY
STANDARD PROJECT
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. LATEST EDITION OF CALTRANS STANDARD PLANS
4. LATEST EDITION OF CAL TRANS STANDARD SPECIFICATIONS
5. LATEST EDITION OF CAL TRANS SPECIAL PROVISIONS
6. LATEST EDITION OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD)
7. THIS SET OF PLANS
8. RESOLUTION NO. DATED
9. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2018 (GREEN BOOK).
10. SOILS REPORT AND RECOMMENDATIONS BY: N/A
11. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS
12. WATER POLLUTION CONTROL PLAN PREPARED BY CONTRACTOR
13. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK, CITY
OF CARLSBAD BMP DESIGN MANUAL, AND CAL TRANS CONSTRUCTION SITE BMP MANUAL D: RAWING FILES TITLE SHEETS IMPROVEMENT TITI...E SHEET.OWG RE\1SED: 2 23 17
CITY OF CARLSBAD
AVENIDA ENCINAS COASTAL RAIL TRAIL PROJECT
AND PEDESTRIAN IMPROVEMENTS
SEGMENT 2
PROJECT NO. 6004
CITY OF OCEANSIDE
78 LEGEND
EXISTING CONDITIONS
ITEM
CURB AND GUTTER
EXISTING STREET LIGHT
EXISTING STREET SIGN
EXISTING TREE/BUSH
EXISTING CURB RAMP
EXISTING STORM DRAIN MANHOLE
EXISTING ELECTRICAL PULL BOX
EXISTING SEWER MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING STORM DRAIN INLET
EXISTING SURVEY CONTROL POINT
IMPROVEMENT LEGEND=
SYMBOL
"'
®
A
DESCRPTION STD DWG NO./DETAIL NO.
CITY OF CARLSBAD
CARLSBAD, CA
CITY COUNCIL
KEITH BLACKBURN - MAYOR
TERESA ACOSTA- COUNCIL MEMBER
PRIYA BHAT-PATEL - COUNCIL MEMBER
MELANIE BURKHOLDER - COUNCIL MEMBER
SCOTT CHADWICK - CITY MANAGER
AVENIDA ENCINAS
PACIFIC
OCEAN
DECLARATION OF RESPONSIBLE CHARGE
AVF.
CITY OF ENCINITAS
VICINITY MAP
N.T.S.
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE 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.
CITY OF VISTA
cf'-
CITY OF
~-, ._. SAN MARCOS
CURB RAMP
6" CURB & GUTTER
AC ROADWAY SECTION
PCC SI DE WALK
SLURRY SEAL
GRIND AND OVERLAY
RELOCATED SIGN AND POST
SAWCUT LINE
CALTRANS ABBA
SDRSD G-02
SDRSD G-07
M-45
TRAFFIC IMPROVEMENT LEGEND=
EXISTING CURB
EXISTING GUTTER
EXISTING SIDEWALK
--- - -- EXISTING RIGHT-OF-WAY
EXISTING CENTERLINE
EXISTING STRIPING
PROPOSED STRIPING
EXISTING RED CURB
PROPOSED RED CURB
I• iii - PROPOSED GREEN BIKE LANE
X MATCH EXISTING STRIPING
~ EXISTING SIGN ON POST
cj EXISTING SIGN ON POLE
~ PROPOSED SIGN ON POST
EXISTING PEDESTRIAN BARRICADE
PROPOSED PEDESTRIAN BARRICADE
-'leV EXISTING SOLAR FLASHING BEACON WITH SIGN
@ EXISTING/NEW TRAFFIC SIGNAL
"" EXISTING FIRE HYDRANT
EXISTING CABLE TELEVISION --<:A1TV--
--•---,-- EXISTING ELECTRICAL
-ro -ro - EXISTING FIBER
- -•-- -•-- EXISTING GAS
--••-- EXISTING RECYCLED WATER
- -•-- -•-- EXISTING SEWER
--T---T--
0-- --P-
o---------U-
0 n
----t--[>
,.
'= '=
-<
-<
1 1
=
,0
,0
""
""
◊
0 @
,[])
0 0
E3
D
D
[!]
EXISTING TRAFFIC SIGNAL POLE
PROPOSED TRAFFIC SIGNAL POLE
PROPOSED TRAFFIC SIGNAL MAST ARM
EXISTING VEHICLE HEAD
PROPOSED VEHICLE HEAD
EXISTING PEDESTRIAN HEAD
PROPOSED PEDESTRIAN HEAD
EXISTING EVP DETECTOR
PROPOSED EVP DETECTOR
EXISTING MAST ARM SIGN
PROPOSED MAST ARM SIGN
EXISTING STREET NAME SIGN
EXISTING TRAFFIC SIGNAL CONTROLLER CABINET
PROPOSED TRAFFIC SIGNAL CONTROLLER CABINET
EXISTING SERVICE PEDESTAL
PROPOSED SERVICE PEDESTAL
EXISTING WIRELESS RADIO
PROPOSED WIRELESS RADIO
EXISTING TRAFFIC MEASURING DEVICE
EXISTING ALPR
EXISTING DETECTION LOOP
PROPOSED DETECTION LOOP
PROPOSED BIKE DETECTION LOOP
EXISTING PULL BOX
PROPOSED PULL BOX
PROPOSED FIBER SPLICE VAULT
EXISTING CONDUIT I UNDERSTAND THAT THE CHECK OF PROJECT
THE CITY OF CARLSBAD DOES NOT RELIEVE
RESPONSIBILITIES FOR PROJECT DESIGN.
DRAWINGS AND SPECIFICATIONS BY
ME AS ENGINEER OF WORK, OF MY
EXISTING TELECOMMUNICATIONS
EXISTING WATER -------- PROPOSED CONDUIT --w---w--
0--- -n EXISTING STREET LIGHT
FIRM: ___ ~N~A=S~I =A~N~D~E~N=G=IN~E~E~R=IN~G~---------------- IQ! EXISTING ELECTRICAL TRANSFORMER ADDRESS· 4740 RUFFNER STREET
CITY, ST.: SAN DIEGO. CA
'~I
"AS BUILT"
TELEPHONE 858-292- 7770
BY: LAWRENCE THORNBURGH DATE:
T (858) 292-7770
R.C.E. NO.: 49795
Nasland
Civil Engineering u , 49795
REGISTRATION EXPIRATION DATE· o f"~n f?n~A Surveying 4740 Ruffner Street 'i ~ DATE San Diego, CA 92111 ~ )~
P.E. EXP.
Land Planning nasland.com ~~ c1v1../~ REVIEWED BY: JOB NO.: 121-108.1 Of CA,\.\~
INSPECTOR DATE
STRUCTURAL (POST-CONSTRUCTION) BMP TABLE
I SH1ET I CITY OF CARLSBAD
1 5
29 5
I TRANSPORTATION DEPARTMENT
STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICATIONQ ~ YfS (SEE SWMP FDR DOCUMENTATION) TITLE SHEET FOR: ~ STANDARD STORMWATER REQUIREMENTS
AVENIDA ENCINAS PRIORITY PROJECT REQUIREMENTS NO
COASTAL RAIL TRAIL
MAINTENANCE MAINTENANCE AND PEDESTRIAN IMPROVEMENTS TYPE DESCRIPTION OWNERSHIP SHEET NO. CITY TRAFFIC ENGINEER APPROVAL AGREEMENT FREQUENCY APPROVED: p¼-4-4-Q.llt., 11,dq_/4 HOSSEIN AJIDEH
N/A N/A N/A N/A N/A N/A
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: rr / 11,
I
CIP NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: DO BY: DATE: REVISION DESCRIPTION RVWD BY: IT 6004 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL DWG 536-6
2/1/23
02/14/2023
GENERAL NOTES
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DISABLED ACCESS NOTES=
AL_ !:RADC:S S7'.)\;',;I, C,,I -7ESE ~ _L_'IS \'/ERE CC:SIC'ED 11 CO,:l'LIAJ.CE \/i -7 T-E oc.1g Ci,i l=OF'II/·. Fl! r: I.Ci -.ODF /RC) !J-lri T~= ·;,,-, R ·:.-·.I TF';•,1.-;", :\r,;> c:-c1:1r: /,11/T 11/\'•,.Jl)r"?C,;-;,, IO~: .1\C:-x-:--:::-) r: --:,1:-)IC:il"·-I i'_:.,-)/\ .. 1 TC C/// IJ~:· :-;c::1·-.1~r?uc-1c11, TC:L::~.cr,1::Es IT lei T7c CC:1,-~_Lc-o~s· ~Eci7C:I--SIBIL TY TO F,LJ,:IILI.A~IZE TrE\ISC:L\'EC \\'I ---i lf-t_:_:;=-CUJl'.::i. '::;H'._\J_l: .6-L':=-':,~l'._~I·-. 1.J.~1=-'.::.: I UI\I -~~I'::,=-(J---c; ,L, f-t:_ __ ·1 -1:Jl·-.U I IJI\I P~'l_,cl'--1I ,,ell ~,c I _)l-ll--'l'-11 f~.'Ol:I ~e-_'c ~L.A\]•,, \i'i>'I, '_;~ALL C:c>'il AJ.L:
THE ,: /IL Ell\?IIIEEF Be 1-1\JTI= ::D :3c, T~:\T i\l• i,\~C:::~T/,BLE 'cC:U,TliJl,I :;,.J,I 3E D-T,r:HI rr:: Tl Ir C:'J'-ITC:'·•-~-,-J,: I", i/c') s-D TO :-::R-,U I Y C 1,,·y :/1 F' li/0,,S ;-;- !'il!!K R-"Tl •IC TO :?rJ;? A fl A 'J" ;,,:;,-_-cc ,OP Tl IS =R:.:r,:.T cc;1c-,I_e,-~-Ii Tl I.L.T E:CE::[:S 1/l,\ll'/]_!\I OR l!I 1111_1·:1 CI/C:IISl:JE Lj,I[: SLor::s , [:[FIi E:, E;'( CBC ;'-,I.I[! ,LUA .L~l '::, -1=:v=-C u ---::lvll_ l()I\ _.'.',_\IJ l'-ilA'1 r::=---<lC1.J f-\ll" ~: t::l=----::U:1U\ill'. _t:,,\JL'.
F:=p1 :,c:=r; :•,-THF C:'il·ITF:/,CTOF:',, ,,,,1 = co,-,-:c: ICF T~F C:I\/ I =1-11~I1s=p c:~ SU?r -'OR C.l 1'10-C;;') ITRCJI -1-1/AC:T :-Tl o,:s or:. i1A\IS ,,,'i-rJ n ,--1 1 C2I'-T?C,C-:JR :;= -I l[IR SloG-C:Jllff'~,CTORS DJRI .Ii/ ::Cl,S-Rl_l:=TIOl·I, Tl I[ =-1·; L u.:_/l,lcl-' .AS'.iU·:lc'c, l,IU -ill: 'Cl·l~l~IL I' -UI! IHl 11,L.L L.C:_!l 'I< li.l Cl .L.Ui:,,-f-C:=-L.l.ll_:, =-l'v']'::; ~•' Hl ,~.CU\Jl_-r' f-.L.\'I\J._, JI_Jf-,:1':..~Ui"_' _·:[\, ;,,···.JY Ulf-l::_,' _;:,_,_.I HC1"""""'.II'/, c,F' OTHE': /,=F['./TED P-FTlc'/
D: \DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET .. DWG REVISED: 2/23/17
STREET NOTES
I. ,-,-:,r,T I,-, ITS /, IA I ,,-I11',TL. ,-! c:·, SI ICJ'iil-1 i:,I Tl Ir",-f'I M-1:',, lJIIDT':T'JI., Ir:
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1 ~ll I IRll';i "~ALL bl lil'c ,c __ ll• 'l~ ';il!_ 11:JII VI !_!-~l \_II' :_:-i'.A-iL';ibA,J L!JIJ'cC/.~l 1:1>\l•.I_ ..
FIF:F wm=::\l•-IT I/ :\F:CT',;' :,Hi, I R= Fl ;\CF-! -1 T~F '',T!'F=T \,'il-H I TH= I I/IT'' ,:_-;-\VO--:-il· ex -111~-; Fl /\[\j F1-P ':-::-Jr;:·~-, D',\/;-; l\_,fl •::J. i I Sir?\:-,, 1•:0ILl\1,1,F M•ID P/:1-ITi -II.AT AR, r,,-,_::n-ri rlY -1 IS ,;,;o::r, c~A._L tle Pcl',;l:C.tl_l'::~lL:, 'lR 'l _IA=-''-,Cl·U l)/:CU:lcll Ill" l'cR ~l I : -i' C_> t._ '.~;c~; I C1 \J AL L ,z:,, \] L~ ':_~ l_.1 ~ \·l_ Y :J ~ '::_: ,L :·_·: I ~-T'/ciC: (·--1 'TT:·; c,-"l,c'\/11 ,,,-:.JT) :·\lir-F, ,·;11,·.1 rir =·R-i\D-D --, Tl I CT, II :,F,-c-:-=.
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SEWER NOTES
s,·,,\-R I/A.II AJ-ff; AP=iJRT,i':',1,C-•i /!IA.I n, ;/,,ij;]/TR,J'-,D I\I l,,';/,,iR',j,,J.c-'i':TI l~l "c Y UI :~/A,R_'c~L.U llCllcU·?ll·I~ SIAJ-.LlA~~,: (_A,ll':;I cl! !Olli, vU_I_Ml - c;::1-.E= .L :J[i/ G I s-/1,.[//•F::s, C~/T TE': c-[/EcilC/1•1 :::F: TE'II/, F:==: :::F:: \/ -, SEWC:F:
II1.=s /\I·; /·TT'' '\TF'-1/,•.J:TS. ;!l•n ';:·,1 '·· := ' ,-;".l,l'!!,,W) r,F./\i'/1.:\:', '•l•,r l·IC!TFS Al'il Tl I cc-,cnoR,: -,~,-IIICATl:TF 1T ~, Ii I\/ \/'i:J':r\'-, C,Y,ISTRl.-:TIYI, A-,:T FDITI/:, -1 (C:F:FF I R/::Jl\1
L. tlcf_'kl .LJ]'-_/C)lll'lc:_ II'.Jl•I IC IHl :_ r:, l>: I1-Ci ;/(:, clc' .. " 'lk"/I I 'c/~'•L_ ~= i_d \/l'lll/ -,"CJI·,' ~= CI'' 11 '/ ,,_, ~= c:I:;I·-.]c_' :\IU :\Pn'CJ·/ll) RY n-=-;-;Irr.
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WATER NOTES
1. 'i'iA ck c,: ~l\_'·,r_'_cll '/:ii,llR l'/IC.I, .c, IL• c, 'l·_IR Ul,<.ILl'.i c,7A_L ;!l C~11';: -:I.C/lll/ /CC:J':[;''-1:,E •;\ii-~ --E ":I-y CF C,,RL:?,3!,[: EIIGIIIEER 1-.:~ :,Til.[!\c[s·· (_,/TEST -~ -C:r·-.1) \/C1I ,_I \-1-S ·-: c<c .. ',.
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,]\_i I lice',; !_H "I1!_I!_ IURl',, ',+i.LL ell ,A.LLi_i'Nel·: Ill ~= W,A Ille _ll•-lc lA,',/U,ll I !_L e-:I::,TI!]::, TF:EE:, !J.[l ,,-=:uc-_.FE:, ',-~'•L_ Be =:EHO\/E[ FFl•JF' T1:
i'C:lillilrl,:T:lrlH ii-,;,:c:r;: i·J-.1" - ✓.-:-FTli!F, :'I /,I r:-ou,T 'i'ic: ---Ii =-r71/ISSIC I ,R:') / Tl 1 ,: S-7IC-1 J:Ti-17
C .A_L JIJR [J c,:p=•[R pp l,.G LI,[: L.PPI-RTD-Al.c=s-SI LL_ [][ =•R:JTCT[J J' \:1=-.lJ-S :J-(_',L IH(JUIC 1:-;·o It_:'_:: I CJI\I.
,;, I~= l\,A/_/ I ~CH!c'C, •I I ,AL AJIL: il ~ I IC.A_ ,LLIC\I\IU-1I ,: Li 'I 'l :_:-l;IL I l -il,LL',: C_:f T~:: FIF'E _ll•-1:: u::c:,.E[ 3[-\;•JeE-1 -~E :•E-ECTOF: r:~e,: , _;_ ;_,i:, 31_1l_[I :':I ji, I -w r:---r:•,•11·11-i r, ( Tl Ir ,-TY 1T :-. I".! :'X:i,J) ,l!T I,; \[:i: l:!I .A_L 7iJTio,E_E 'i-/A-::R SE~/IC::s S7,A_L 3E . ' MID fal_ HE-::Rs Sr>,LL E:: I" :_,_11 ILe','c OTHE':':'ilSc l•.1:,-:::, ~cl-P _!J-1': i P .A I >/i'c,--R l·:1Trl', 70:TS ·'I Al I n-17'° i ~C" · 0" Pi'il Yl/1' CDl•:·=,T, i.S HA L=A:::TURC:C E'' ARHD!CAST CR EDUAL
C)_ \:11,IHJ\: Sc'60l'I'..: ~llWlU·I -'0I/!tl_l '/-iio lk' C:l.//lClS ,LU 'c,cWl-i _A ck.A_'i ,;H,A_L ~l Ill C_/R l~c JL:'i: '_\l 'A,c'.A IICI· f"lOIJlkl·,cl,I I',:, '!iHlc'~lVc-/ ',: l·rl\.h:l ciTF:ll'li~El,IT
I'', TI-TOF C:1 >11:---, \ffT,:., 7C\TS ''! I1•,I I r:, II w·,II WIT! I TI-1111 c,I ,r, ",l_ff'-_,/T •~,. JT I \:Cl.liTR,!C-IOl-1 iT •;\iLT,R \I.Al,C cm R,C,i':I-, '/:!CT,P Iii.LI'-'\ SI LI :n lrR, -:-; T 7C ·•cpI-::F: C, =op THE SEPAF,A,TI:.: 'I OF WA.EF \/ Ll'-IS AI.C SA. IIT.L,R, SE\'IEP 'ltl_lSHl_) ~1 IHl •,:llll > CA_IIOfl•IA.'< Jll'<f'll,lll· (_If Helli~ ',\cf'.;l::c'_,. 12, /)' :\L :,E=_ECTC:I· \T -~e ~Ip:: .JO ·.1-::, IS ·1,:.-!,L_:i;E:, -~:: J::,:: OF HI~~ -w-I -,,-TIc:·.1 cc.JP! 1-'-~ !T ,c FI=·, . __ JI1·.T \I:'<" n, F'T:,,1ITT,D -, , Tl 1-I•1",=,:,Tc:R /:1.
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·14. \J:'J C'J 11\I:~. :_~-6,:,;t::=-S '._'.:;j C=-lv_.l\l )I it_ (,;:~1)': S it_-i'l•/I I ll-.:.i. 1~.U\I -;;,,1~.ICiR SHAL_ -\l\l\_i\/e _C,cl \_i l'l,A,.'l',,I 1_!!_,l_ll'LIK A.Le I.', A,_L Ci_!!' '/:' A,l/,A 'I1_/f:',, tl.L\ ~l ECE',',,'•,Fi' ~vc ·:IzE !,IID c_,,,,,,:: P Pc TO II·::T'-L_ T~E -::E ,,-THE ,--.. -,:1-1 15 =-r, c:r• -,., r,:<Y-II. I1.c,-:\I I --u.,--r\ '/.il-T :'.I. T,-,f' 01 =•if'-:·.r: c,:·1..r,-11 F' '/;Tl 0-I.Cill '//IIJ1 Fl AS_:_; A~llr~V, -A=1 LT HA1ll,/lli 10--:JOT ll•T1R•;LIS. \/,;!?1 TiJ [l•IT[i \i,AL.!= STA .]JC [], H[;,I•. S or DRILL[[: I :::L[ Ill =1=•[ s-AIT 'i/LLL .:_!S ~l_C'J•i LI l~i-'/i 'i'ikc I'S 1.01 10 I llk-cl'e 'ii I~ V<L,/l 111_1I :_: 'lcAlliJ•-1. RU IRACl-i 'Nee CCI, l,IIJUIJULr <,LUIC l'll'l AU c~'.Hll·.A,lc I\ Al•-JA,\.\l I \/.<LVl tliJic'i IOI'. ~I,p lU A.SSl·/~L l'.\ /_'•R ~UR lJ \/,A_\cS. W~l -il ~URllJ 'S 'Lli:l'S r\:C:_l,k. _!Sc Ml =-Ll'._'.lf-; C .. D,_ l :,c_-:/·· -:'t_(J\J '~;1 __ (_'.---i t.'~; c~-,r_-:c '._'.HCt,'~= CJ,'.;,, )l)~:'(J\;'t_J =-'.~'.I __ .AL. 1','.U\ilJl ~4 1-.,:.H::: i/•F 1/i/!l_c[! 'i-F:E :•T i'.Ci:E:: p::, l'.T, =c,c: :!TT!,C~\-El·IT',/ c•= F =•E L'.::C :•TIii!/' =c:I I~1/Fl·IT. F .:-H I· ·,Ti! I =r; FlJ ,I C:F Pp= ',H/, ~F e;:,p .RI= c:= RF I· G I CiC TFD JS IC, -1 -,ACTR '/:/IR-. P=OT,:~T \'iii, l'-ISJ i.-CII -,C:li 1/A·:IA:T ~JRll'-1:~ I'-STA_L,<Tl::,I· LJ•.I[! [JACf,1 LL l,C. WR[ I lS_!_io,TIOl·I -1.;,-IS [PC:![ I, ::1_ T, CR [:,A\IA:~[J SHA_L ~l kc 'LACl~.
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A_•:;T\I C =45, TPC: I. C_A.:::c C. •i-;RC:S W-7 Cl_-CIR [:.A\1.AGEJ 1,SI_L,LTl:J\I <,Re lliJ- A_\~Cel' IA~Ll AJ,U Rcl'_A(_!l\/cl,I I /J-~l cl. llRl WRe ,!H r_'H ~-"':3 tlll I L:i',:;,cu; 'i-/L_ ~F F'F,:.JIF:=r: /,T THF ,-,.! n: /,C-iJF:':: F/=F ,1,=_
SIGNING AND STRIPING NOTES
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PF\EF::c:,,,-c,1.1 iJF ',IC:1·1I K /!ID :-::TR F ·]!; FL\'I,. Ti/I BE 'FPF:O·,E:, 3'' THE Cri' IE!~Ec-rJR THF :·c:1.T::,_:-T/F\ I'\ F!F'iP/'!-L' RI= 00°-l'"-il I I.Ci i.II /•,.~p~,-j/iF-\ /! ,-,.II1.Ci /.1 .. r: ,-,T:IpI·1:-:
S ~1-11 CTRIP I.Ci Al.~ F,L\/-/11• T \l.l '?K l,]C,S !I ;,,1 c,cri-:Jr:1:1 T.') T Ir :;,Al -::cl\]li HA UA_ 1_/\I IJl,llfCJ-ili kAI-C i_/J,I k\:L Jl\/ \!le (1~'/ciA.'o l:IU ICJ _;,, ll~ I iek'.\I/~ I, :' !i/=i·-IDFrJ FC:C' I_ 'F I•. CJ,I IFC!Fllli), C:/ TFJ,1-.1:', :',Ti '-lr:!,F'-J :\FF.:'IFI/J',TIC!l'-1:\ ( , ... -=:',T \,:::s ::f:, Tr-ES:: rL,LJIS M [: TH:: ·::r::c .A.L r=ovIs :Jl\c. ,AL_ '.:X~I.IIC <JIU C,:lk'll'I.C I':/ SU:J,_li_' I/J IHl /,,l·'ki~\/.AL /JI l~c lkM.Sl·Okl.l. \/II Ul-'lC i_h' /_\k ~1: c:cP-:l1cl•.IA,ll·/l, ~1:r.> :_: l·ISl<L_A 10•1. i,I, ( [/c\l/Tl:Jl,I F=:D\I T~eSE ',IC:·lll·IG ,\l•I:, ·::TF:IFII G ~u.,·.1-:, ',~/,.LL Ee ;.~p::c•/ED B1 T~E ,I c; -Ir,? :·1, :/,!CW/ ;,1,_-; T1//.l:,f'O'/T/'-l(cl'-I -;l'?r:-T\if' ~,, c;r: -o /,/jy r:I lc\il.T l'I T 1-,1,1 D _;,1 sI:·,1, 1-1c; Al-ID !TRIP l,C, ! IAI I l'.I R-, ,:-:Tl·!, P-R ,-;_A -=CJ-I! !P,ClrlCfaTl!'1I-IS ST:Ir 1.-:G c::HA,L_ B:: RE7/, 1-ITEC Ti/= NE::/s AF-::R II·. -/!L 7_:II·.JTI<!. sI:;1.-:II·1G SH ill USE El' C/.r-::,,_L/Te:, Lei!::: REFLEC-\E -::~eETI ,IC/ :HIG~ IHEll::rr OF; EJIJ F:/.C.T ,~,.:TC:-1 :,F :',T!'l7l1J; :.1.r, SFW I \IT IFS c,~ill F= :.,r•~C:.,F-, RY T~F Tc!Al,',FC)!/T/,-ICl'-.1 -,1'?,:-T-if' ;!> -1 Irle' c'-PcT'Tl,T/!T./1 =c, or, TO I11:,TAI I.A.T ;,I CDIHRiC-2R SI /,_L r=l:IC/[ ALL c=,I.irL CT .j] F.<rr=o LI l[S. l;ICR II.1::s ,A,IID PAl=l:I[ r Ll:.:U.IAA c'i" ,,,~IIUll·-C. ~Uik'lc. S~A __ tlc cRU/-' ILY -iU:IC.:\'lJ ~'/ l~l CiJl'I RAC I OP. ·,!:_; c"k'l',,·,;I_.-il ,;,c:;:~I·.IC :_:~ CRAJI\I'._/ Ul~~ 'o ';>H<_L U. Ilk ~l \_!I_. I !ck L ll :_:~ 'o '._/kl1I L!RA 1,1
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Nasland
,, ,-. - -·~'0.
Civil Engineering
Surveying
Land Planning
T (858) 292-7770
4740 Ruffner Street
San Diego, CA 92111
nasland.com
PROJECT STANDARD PLANS
SAN DIEGO STANDARD DRAWINGS (SDRSD, 2018)
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PROPOSED PAVEMENT SECTION
NOT TO SCALE
~ Nasland
Civil Engineering
Surveying
Land Planning
T (858) 292-7770
4740 Ruffner Street
San Diego, CA 92111
nasland.com
CONSTRUCTION
i
I WIDTH 1 4' OR 6' VARIES
I PER PLAN I BULB C!UT PCC SIDEWALK
PROPOSED AC OVERLAY
(CLASS C2, TYPE 111)
OR SLURRY SEAL PER
PLAN
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PA~NG AND REPLACE
WITH FULL DEPTH AC
PAVEMENT PER
DETAILTHIS SHEET.
0.5%-1,5%
CONSTRUCT CURB
AND GUTTER PER
SDRSD G-02.
TYPICAL CURB BULB-OUT CROSS-SECTION
NC! SCALE
U/\ ll 11/-.L lii\l-l\111,,\L
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GUTTER AND PAVEHENT SECTION.
RE-GRADE/RECOMPACT SUBGRADE;
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DETAILS roR
AVENIDA ENCINAS
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G-07.
~
AND PEDESTRIAN IMPROVEMENTS
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ct
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r
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--
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80 120 160 Nasland
Civil Engineering
Surveying
Land Planning
T (858) 292-7770
474-0 Ruffner Street
San Diego, CA 92111
nasland.com
SCALE 1" - 40' JOB NO.: 121-106.1 DATE INITIAL
ENGINEER OF WORK
CONSTRUCTION NOTES
(i) EXISTING SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE. (I) INSTALL TYPE A CURB & GUTTER PER SDRSD G-02.
(D PROPOSED SAWCUT LINE. MATCH EXISTING ELEVATIONS.
@ REMOVE AND REPLACE WITH CASE D CURB RAMP PER CAL TRANS CRD ASSA. (j) 2" GRIND AND OVERLAY.
@ EXISTING PCC TO REMAIN AND BE PROTECTED IN PLACE.
@) INSTALL TYPE A SIDEWALK PER SDRSD G-07. REMOVE EXISTING CONCRETE, CURB & GUTTER, AND PAVEMENT AS SHOWN.
@EXISTING LANDSCAPING AND IRRIGATION IN CONFLICT TO BE REMOVED AS NEEDED. @ EXISTING STREET SIGN TO BE REMOVED AND RELOCATED AS NEEDED. (g) EXISTING CURB INLET TO REMAIN AND BE PROTECTED IN PLACE. @ REMOVE AND REPLACE WITH CASE G CURB RAMP PER CAL TRANS CRD ASSA. @ EXISTING TRAFFIC SIGNAL TO REMAIN AND BE PROTECTED IN PLACE. @) EXISTING SEWER MANHOLE TO REMIAN AND BE PROTECTED IN PLACE. @ EXISTING PULL BOX TO REMAIN AND BE PROTECTED IN PLACE. @ EXISTING PEDESTRIAN BARRICADE TO REMAIN AND BE PROTECTED IN PLACE. @:I) EXISTING PEDESTRIAN BARRICADE TO BE RELOCATED AS NEEDED. \
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I S4ET I CITY OF CARLSBAD
TRANSPORTATION DEPARTMENT
IMPROVEMENT PLAN FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
STA. 10+00 TO 19+50
I s29s I
APPROVED: f"{6~ ~ HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: rr / 11,
I
CIP NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: DO REVISION DESCRIPTION RVWD BY: IT 6004 OTHER APPROVAL CITY APPROVAL DWG 536-6
2/1/23
02/14/2023
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r
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r
STA: 19+ 71.84 - STA: 20+48.44
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TYPICAL AVENIDA ENCINAS CROSS-SECTION 0
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STA: 20+48.44 - STA: 29+50
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_ _,..- ----- ---------
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40 80
SCALE 1" = 40'
---
120
• --:.--- -
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---
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PLAN= A VENIDA ENCINA
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Nasland
JOB NO.: 121-106.1
27+00
Civil Engineering
Surveying
Land Planning
T (858) 292-7770
474-0 Ruffner Street
San Diego, CA 92111
nasland.com
28+00
DATE INITIAL
ENGINEER OF WORK
-- l
I
I
REVISION DESCRIPTION
DATE
CONSTRUCTION NOTES
CD EXISTING SIDEWALK TO REMAIN AND BE
PROTECTED IN PLACE.
(D 2" GRIND AND OVERLAY.
@ EXISTING PCC TO REMAIN AND BE PROTECTED
IN PLACE.
® SLURRY SEAL EXISTING ROADWAY
HT
\
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C)
;ij
KEY MAP
NOT TO SCALE
I SHSET I CITY OF CARLSBAD
TRANSPORTATION DEPARTMENT
IMPROVEMENT PLAN FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
STA 19+50 TO 29+50
1 5
29 5
I
APPROVED: f{Q4-4-W1--~ HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: rr / 11, CIP NO. INITIAL DATE INITIAL CHKD BY: DO DWG 536-6 OTHER APPROVAL CITY APPROVAL RVWD BY: IT I
6004
I DRAWING NO.
2/1/23
02/14/2023
I
I
_ Jo+oo
--
0 R/W
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
R/W
VARIES
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
,----I ---/
I
I
I
40 SCALE
---
80 120
1" = 40'
VARIES
------
32+oo
160
--I
I
I
I
I
I
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
~
I
VARIES 96.0'
VARIES 76.0'
r
GRIND 2" EXISTING AC,
APPLY TACK COAT
AND OVERLAY WITH 2"
AC PAVEMENT
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
TYPICAL AVENIDA ENCINAS CROSS-SECTION Q
NO SCALE V
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
STA: 36+27.20 - STA: 38+50
VARIES 48'
SLURRY AND SEAL
r EXISTING ROADWAY.
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
TYPICAL AVENIDA ENCINAS CROSS-SECTION 0
NO SCALE
--
_ JJ+oo
9 R/W
•
STA: 29+50 - STA: 36+27.20
-----
-
--- ------
B
-
R/W
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
-
R/W
VARIES
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
--
----
I
I
PLAN= AVENIDA ENCINA
SCALE: 1"=40'
Nasland
JOB NO.: 121-108.1
Civil Engineering
Surveying
Land Planning
T (858) 292-7770
4740 Ruffner Street
San Diego, CA 92111
nasland.com
4 37+00
7 4
40 ~WI
' ~~
\ :E
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CJ
:IJ I
0 I Cl)
m '
I
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DATE INITIAL
ENGINEER OF WORK
I
I
\
\
2 \
\
CONSTRUCTION NOTES
(D EXISTING SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE. (D INSTALL TYPE A CURB & GUTTER PER SDRSD G-02.
G) PROPOSED SAWCUT LINE. MATCH EXISTING ELEVATIONS.
@ REMOVE AND REPLACE WITH CASE D CURB RAMP PER CAL TRANS CRD ABBA. (j) 2" GRIND AND OVERLAY.
@ SLURRY SEAL EXISTING ROADWAY
@) INSTALL TYPE A SIDEWALK PER SDRSD G-07. REMOVE EXISTING CONCRETE, CURB & GUTTER, AND PAVEMENT AS SHOWN.
@ REMOVE AND REPLACE WITH CASE G CURB RAMP PER CAL TRANS CRD ABBA. @ EXISTING PULL BOX TO BE ADJUSTED TO GRADE AS NEEDED.
@EXISTING COMMUNICATION RISER TO REMAIN AND BE PROTECTED IN PLACE. @EXISTING IRRIGATION LINES TO BE ADJUSTED.
@ EXISTING STREET SIGN TO REMAIN AND BE PROTECTED IN PLACE. \
\
CITY OF
KEY MAP
NOT TO SCALE
CARLSBAD I SH6ET I
TRANSPORTATION DEPARTMENT
IMPROVEMENT PLAN FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
~ g
AND PEDESTRIAN IMPROVEMENTS
STA 29+50 TO 38+50
APPROVED: ffe~ ~ HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: t-t- / ll
I
CIP NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: DQ REVISION DESCRIPTION RVWD BY: LT 6004 OTHER APPROVAL CITY APPROVAL DWG 536-6
2/1/23
02/14/2023
,
I
,
- -
R/W
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
40 0 40
SCALE
VARIES
80 1" = 40'
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
~
I
VARIES 90' -96'
VARIES 64'-76'
r
GRIND 2" EXISTING AC,
APPLY TACK COAT
AND OVERLAY WITH 2"
AC PAVEMENT
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
R/W
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
TYPICAL AVENIDA ENCINAS CROSS-SECTION Q
NO SCALE V
STA: 38+50 - STA: 48+00
---R/W
PLAN: AVENIDA ENCINA
SCALE: 1''=40'
120 160
Nasland
JOB NO.: 121-108.1
Civil Engineering
Surveying
Land Planning
T (858) 292-7770
4740 Ruffner Street
San Diego, CA 92111
nasland.com
, '
DATE INITIAL
ENGINEER OF WORK
I
I
I
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48,1 i lu
l ~w - :::c ...J Cl)
I :::c w Ow
~ Cl)
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REVISION DESCRIPTION
CONSTRUCTION NOTES
(i) EXISTING SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE. (J) 2" GRIND AND OVERLAY.
KEY MAP
NOT TO SCALE
I SH7ET I CITY OF CARLSBAD ~ TRANSPORTATION DEPARTMENT g IMPROVEMENT PLAN FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
STA 38+50 TO 48+00
APPROVED: f/444-ll.llt, ~ HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: t-t- / ll
I
CIP NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: DQ RVWD BY: LT 6004 OTHER APPROVAL CITY APPROVAL
DWG 536-6
2/1/23
02/14/2023
,
/
(/)
i 40
~
' II
-I'-
o.
R/W
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
VARIES
-
0 40 80
SCALE 1 " - 40'
120
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
~
I
VARIES 100'
VARIES 78'-80'
r
GRIND 2" EXISTING AC,
APPLY TACK COAT
AND OVERLAY WITH 2"
AC PAVEMENT
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
TYPICAL AVENIDA ENCINAS CROSS-SECTION Q
NO SCALE V
STA: 48+00 - STA: 57+50
PLAN= AVENIDA ENCINA
SCALE: 1"=40'
160
Nasland
JOB NO.: 121-108.1
R/W
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
•
Civil Engineering
Surveying
Land Planning
T (858) 292-7770
4740 Ruffner Street
San Diego, CA 92111
nasland.com
DATE INITIAL
ENGINEER OF WORK
-
I
I
REVISION DESCRIPTION
CONSTRUCTION NOTES
(D EXISTING SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE. 0 INSTALL TYPE A CURB & GUTTER PER SDRSD G-02
0 PROPOSED SAWCUT LINE. MATCH EXISTING ELEVATIONS.
@ REMOVE AND REPLACE WITH CASE D CURB RAMP PER
CALTRANS CRD ASSA.
(JJ 2" GRIND AND OVERLAY.
@ REMOVE AND REPLACE WITH CASE C CURB RAMP PER
CAL TRANS CRD ASSA.
@) INSTALL TYPE A SIDEWALK PER SDRSD G-07. REMOVE
EXISTING CONCRETE, CURB & GUTTER, AND PAVEMENT AS
SHOWN.
@) EXISTING COMMUNICATION RISER TO REMAIN AND BE
PROTECTED IN PLACE.
@ EXISTING PULL BOX TO REMAIN AND BE PROTECTED IN PLACE. @ EXISTING STREET LIGHT TO REMAIN AND BE PROTECTED IN
PLACE.
KEY MAP
NOT TO SCALE
I SH8ET I CITY OF CARLSBAD
TRANSPORTATION DEPARTMENT
IMPROVEMENT PLAN FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
~ g
AND PEDESTRIAN IMPROVEMENTS
STA 48+00 TO 57+50
APPROVED: <j/44-4-Wt,, Aju:i/4/4 HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: t-t- / ll
I
CIP NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: DQ RVWD BY: LT 6004 OTHER APPROVAL CITY APPROVAL
DWG 536-6
2/1/23
02/14/2023
\
\
\
·o .,,
15 61 9
END
R/W
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
40 0
VARIES
40 SCALE
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
~
I
VARIES 100'-104'
VARIES 80'-84'
r
GRIND 2" EXISTING AC,
APPLY TACK COAT
AND OVERLAY WITH 2"
AC PAVEMENT
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
TYPICAL AVENIDA ENCINAS CROSS-SECTION Q
NO SCALE V
STA: 57+50 - STA: 68+00
•
•
R/W
PLAN= AVENIDA ENCINA
SCALE: 1 "=40'
R/W
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
CURB DATA TABLE
* LENGTH A/BEARING RADIUS REMARKS
C79 10.88'
C80 11.52'
80 120 160
1" - 40' Nasland
JOB NO.: 121-108.1
178"07' 40.1"
174'24'36.9"
Civil Engineering
Surveying
Land Planning
3.50'
3.78'
T (858) 292-7770
4740 Ruffner Street
San Diego, CA 92111
nasland.com
DATE INITIAL
ENGINEER OF WORK
\
\
\
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
CONSTRUCTION NOTES
(D EXISTING SIDEWALK TO REMAIN AND BE PROTECTED IN
PLACE.
(j) INSTALL TYPE A CURB & GUTTER PER SDRSD G-02.
G) PROPOSED SAWCUT LINE. MATCH EXISTING
ELEVATIONS.
@ REMOVE AND REPLACE WITH CASE D CURB RAMP PER
CAL TRANS CRD ASSA.
(J) 2" GRIND AND OVERLAY.
@) EXISTING CURB RAMP TO REMAIN AND BE PROTECTED
IN PLACE.
@ INSTALL TYPE A SIDEWALK PER SDRSD G-07. REMOVE
EXISTING CONCRETE, CURB & GUTTER, AND PAVEMENT
AS SHOWN.
@INSTALL NEW PAVEMENT SECTION, 4" AC PAVEMENT
WITH 8" AGGREGATE BASE.
@INSTALL TYPE B-2 MEDIAN CURB AND GUTTER PER
SDRSD G-6.
@EXISTING DECORATIVE PAVEMENT TO REMAIN AND BE
PROTECTED IN PLACE.
@ EXISTING STREET SIGN TO BE REMOVED AND
RELOCATED AS NEEDED.
@ EXISTING TRAFFIC SIGNAL TO REMAIN AND BE
PROTECTED IN PLACE.
@ REMOVE CONFLICTING MOW CURB AS NEEDED.
@ REMOVE AND REPLACE MEDIAN DECORATIVE PAVINGS.
KEY MAP
NOT TO SCALE
I SHgET I CITY OF CARLSBAD
TRANSPORTATION DEPARTMENT
IMPROVEMENT PLAN FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
~ g
AND PEDESTRIAN IMPROVEMENTS
STA 57+50 TO 68+00
APPROVED: //4a.a.u.it, ~ HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: t-t- / ll
I
CIP NO. I DRAWING NO. DATE INITIAL CHKD BY: DQ
RVWD BY: LT 6004 CITY APPROVAL
DWG 536-6
2/1/23
02/14/2023
·o
~
I
I
\
I
I
-
40 R/W
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
-a
I
0 I -z
CJ)
I
~ I
I -I
)>
!z .
0 40 80
SCALE 1" - 40'
R/W
VARIES
34 I
I
\
I
I
\
120
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
~
I
VARIES 84.0'-104.0'
VARIES 73.3'-83.4'
r
GRIND 2" EXISTING AC,
APPLY TACK COAT
AND OVERLAY WITH 2"
AC PAVEMENT
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
TYPICAL AVENIDA ENCINAS CROSS-SECTION Q
NO SCALE V
STA: 68+00 - STA: 77+53.46
'N
-- -
PLAN= AVENIDA ENCINA
SCALE: 1 "=40'
160 Nasland
JOB NO.: 121-108.1
I:::
Civil Engineering
Surveying
Land Planning
R/W
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
T (858) 292-7770
4740 Ruffner Street
San Diego, CA 92111
nasland.com
~
>l
DATE INITIAL
ENGINEER OF WORK
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
DATE
CONSTRUCTION NOTES
CD EXISTING SIDEWALK TO REMAIN AND BE
PROTECTED IN PLACE.
(2) INSTALL TYPE A CURB & GUTTER PER
SDRSD G-02.
CD PROPOSED SAWCUT LINE. MATCH EXISTING
ELEVATIONS.
@ REMOVE AND REPLACE WITH CASE D
CURB RAMP PER CALTRANS CRD A88A.
(J) 2" GRIND AND OVERLAY.
® SLURRY SEAL EXISTING ROADWAY
@ INSTALL TYPE A SIDEWALK PER SDRSD
G-07. REMOVE EXISTING CONCRETE, CURB
& GUTTER, AND PAVEMENT AS SHOWN.
@) EXISTING LANDSCAPING AND IRRIGATION IN
CONFLICT TO BE REMOVED AS NEEDED.
® EXISTING TRAFFIC SIGNAL TO REMAIN AND
BE PROTECTED IN PLACE.
@ EXISTING PULL BOX TO BE ADJUSTED TO
GRADE AS NEEDED.
@) EXISTING PULL BOX TO REMAIN AND BE
PROTECTED IN PLACE.
\
KEY MAP
NOT TO SCALE
CT[] CITY OF CARLSBAD ~ 0 TRANSPORTATION DEPARTMENT g
IMPROVEMENT PLAN FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
STA 68+00 TO 79+00
APPROVED: f¼~ 11,:c/4,(, HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: t-t- / ll CIP NO. INITIAL CHKD BY: DQ DWG 536-6 CITY APPROVAL RVWD BY: LT I
6004
I DRAWING NO.
2/1/23
02/14/2023
I
I
I
I
0 40
VARIES
VARIES
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
0 40 80
SCALE 1" = 40'
R/W
120
Ct
I
VARIES 84'
VARIES 64'
SLURRY AND SEAL
r EXISTING ROADWAY.
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
TYPICAL AVENIDA ENCINAS CROSS-SECTION 0
NO SCALE
160
STA: 79+00 - STA: 89+00
I
I
I
I
I
,?--'-=-~-,I - R/W
I
I
I
I
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_______ ]
SEE SH T1~
FOR DEif IL i
I
PLAN= AVENIDA ENCINA
SCALE: 1"=40'
Nasland
JOB NO.: 121-108.1
Civil Engineering
Surveying
Land Planning
R/W
VARIES
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
T (858) 292-7770
4740 Ruffner Street
San Diego, CA 92111
nasland.com
DATE INITIAL
ENGINEER OF WORK
I
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CONSTRUCTION NOTES
CD EXISTING SIDEWALK TO REMAIN AND
BE PROTECTED IN PLACE.
® SLURRY SEAL EXISTING ROADWAY
-
KEY MAP
NOT TO SCALE
uTI CITY OF CARLSBAD 1 TRANSPORTATION DEPARTMENT
IMPROVEMENT PLAN FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
~ g
AND PEDESTRIAN IMPROVEMENTS
STA 79+00 TO 89+00
APPROVED: f¼444.m,, ~ HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: t-t- / ll
I
CIP NO. I DRAWING NO. CHKD BY: DQ
RVWD BY: LT 6004 DWG 536-6
2/1/23
02/14/2023
I
I
- -I - .
I
- -
40 VARIES
VARIES
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
0 40 80
R/W
I
I
~ / ?r; ,o
I
I
)>
a m
~
SCALE 1" - 40'
120
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
~
I
VARIES 84'
VARIES 64'
SLURRY AND SEAL
r EXISTING ROADWAY.
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
TYPICAL AVENIDA ENCINAS CROSS-SECTION 0
NO SCALE
STA: 79+00 - STA: 89+00
NCIN
- ..:... -R/W
PLAN= A VENIDA ENCINA
SCALE: 1 "=40'
160
Nasland
JOB NO.: 121-108.1
Civil Engineering
Surveying
Land Planning
R/W
VARIES
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
0 T (858) 292-7770
4740 Ruffner Street
San Diego, CA 92111
nasland.com
DATE
••• --
INITIAL
ENGINEER OF WORK
I
\
I
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CONSTRUCTION NOTES
G) EXISTING SIDEWALK TO REMAIN AND BE
PROTECTED IN PLACE.
CD INSTALL TYPE A CURB & GUTTER PER
SDRSD G-02.
(D PROPOSED SAWCUT LINE. MATCH
EXISTING ELEVATIONS.
® SLURRY SEAL EXISTING ROADWAY
@INSTALL TYPE A SIDEWALK PER SDRSD
G-07. REMOVE EXISTING CONCRETE,
CURB & GUTTER, AND PAVEMENT AS
SHOWN.
@) REMOVE AND REPLACE WITH CASE A
CURB RAMP PER CAL TRANS CRD ASSA.
@) EXISTING LANDSCAPING AND IRRIGATION
IN CONFLICT TO BE REMOVED AS
NEEDED.
@) EXISTING STREET SIGN TO BE REMOVED
AND RELOCATED AS NEEDED.
@ EXISTING STREET LIGHT TO REMAIN AND
BE PROTECTED IN PLACE.
@ EXISTING PULL BOX TO REMAIN AND BE
PROTECTED IN PLACE.
@_) EXISTING UTILITY TO REMAIN AND BE
PROTECTED IN PLACE.
KEY MAP
NOT TO SCALE
CTTI CITY OF CARLSBAD ~ 2 TRANSPORTATION DEPARTMENT g
IMPROVEMENT PLAN FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
STA 89+00 TO 99+50
APPROVED: ,'¼44Wt.-Ar,i HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: t-t- / ll
I
CIP NO. I DRAWING NO. CHKD BY: DQ
RVWD BY: LT 6004 DWG 536-6
2/1/23
02/14/2023
VARIES
VARIES
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
I
I
I
R/W
..... .....
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
r
i
I
VARIES 84'
VARIES 64'
GRIND 2" EXISTING AC,
APPLY TACK COAT
AND OVERLAY WITH 2"
AC PAVEMENT.
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
TYPICAL AVENIDA ENCINAS CROSS-SECTION 0
NO SCALE
STA: 104+16.33-STA: END
ST : 104+16.3
END SLURRY SEAL
BEGIN AC GRIND AND OVERLAY
---- -
R/W
VARIES
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
--
i
I
VARIES R/W VARIES 84'-109' R/W CONSTRUCTION NOTES
,-----~~----+--+----------------V-A-R-IE_S_
6 _
4 _,____________________________ (i)EXISTING SIDEWALK TO REMAIN AND BE VARIES
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
0 --
- -
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
SLURRY AND SEAL
r EXISTING ROADWAY.
EXISTING CURB AND
GUTTER TO REMAIN AND
BE PROTECTED IN PLACE
TYPICAL AVENIDA ENCINAS CROSS-SECTION 0
NO SCALE
STA: 99+50-STA: 104+16.33
LIMIT
- -
VARIES
PROTECTED IN PLACE.
® SLURRY SEAL EXISTING ROADWAY
EXISTING SIDEWALK TO REMAIN
AND BE PROTECTED IN PLACE
PLAN= AVENIDA ENCINA
40 0 40 80 120 160
SCALE 1" = 40'
SCALE: 1"=40'
Nasland
JOB NO.: 121-108.1
Civil Engineering
Surveying
Land Planning
T (858) 292-7770
4740 Ruffner Street
San Diego, CA 92111
nasland.com
KEY MAP
NOT TO SCALE
1-----+---+----------------+-----+---+----+---< IMPROVEMENT PLAN FOR:
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
STA. 99+50 TO STA. END
APPROVED: ~.u.uit, ~ HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
D WN BY: .b.!...L-"-"-
C HK D BY: ~P=O
RVWD BY: LT
CIP NO.
6004 I
DRAWING NO.
DWG 536-6
~------~
2/1/23
02/14/2023
R/W-
"------
' STA: 11 + 72.84
43.63' LT
PCR.
I
STA: 11 +93.03
23.95' LT
PCR
STA: 12+21.
35.50'
CUT LINE E
CARLSBAD BOULEVARD NORTH AND AVENIDA ENCINAS INTERSECTION
PLAN VIEW
SCALE: 1" = 10'
~"'
D: RAWING FILES TITLE SHEETS IMPROVEMENT TITI...E SHEET.OWG RE\1SED: 2 23 17 I
STA: 12+05.16
35.56' RT
PCR
L1
--IR/W
CARLSBAD B
NORTHBOUND
Nasland
JOB NO.: 121-106.1
Civil Engineering
Surveying
Land Planning
#
C1
C2
C44
C45
C46
C47
C48
C72
L1
L3
L4
L6
CURB DATA TABLE
LENGTI-1 A/BEARING RADIUS
31.66' 90·42• 42.0" 20.00'
31.29' 89'37'54.6" 20.00'
REMARKS
6" CURB AND
GUTTER
6" CURB AND
GUTTER
6" CURB AND
CONSTRUCTION NOTES
(D EXISTING SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE. (D INSTALL TYPE A CURB & GUTTER PER SDRSD G-02.
@ CONSTRUCT CASE A CURB RAMP PER CAL TRANS STANDARD PLAN ABBA.
G) PROPOSED SAWCUT LINE. MATCH EXISTING ELEVATIONS.
@ EXISTING PCC TO REMAIN AND BE PROTECTED IN PLACE.
@ EXISTING CURB RAMP TO BE REMOVED.
1.80' 6'48'40.6" 15.13' GUTTER
6" CURB AND @INSTALL TYPE A SIDEWALK PER SDRSD G-07. REMOVE EXISTING CONCRETE, CURB & GUTTER, AND
8.73'
7.22'
7.36'
0.97'
1.98'
15.23 16.43
20.66 13.56
6'23'33.5" 78.22'
3"31'45.2" 117.19'
6"49'40.9" 61.80'
12"54'46.2" 4.30'
28"22'11.4" 4.00'
N17'30'57"W
N73"11 '45"E
S72"51 '08"W
N17'46'38"W
2.2%)
GUTTER
6" CURB AND
GUTTER
6" CURB AND
GUTTER
6" CURB AND
GUTTER
6" CURB AND
GUTTER
6" CURB AND
GUTTER
6" CURB AND
GUTTER
6" CURB AND
GUTTER
6" CURB AND
GUTTER
/
I
PAVEMENT AS SHOWN.
@) EXISTING CURB AND GUTTER TO REMAIN AND BE PROTECTED IN PLACE. @INSTALL NEW PAVEMENT SECTION, 4" AC PAVEMENT WITH 8" AGGREGATE BASE. @EXISTING STREET SIGN TO BE REMOVED AND RELOCATED AS NEEDED. @REMOVE AND REPLACE WITH CASE G CURB RAMP PER CALTRANS CRD ABBA. @ EXISTIING TRAFFIC SIGNAL TO REMAIN AND BE PROTECTED IN PLACE. @) EXISTING PULL BOX TO BE ADJUSTED TO GRADE AS NEEDED. @ EXISTING STREET LIGHT TO REMAIN AND BE PROTECTED IN PLACE. @ EXISTING PEDESTRIAN BARRICADE TO REMAIN AND BE PROTECTED IN PLACE. \
~ PROPOSED
FLO LINE
'- EXISTING FINISHED
SURFACE
+---+---+---+ PROPOSED TOP -'1---+---+---+--t---+---+----t-- +---+---+--+---+---+- --+
OF CURB
L1 C1 L3
3~.l-'-- +-- -+-- --+--+-- -+-- --+--t--- -+-- -+-- ---l--+-- -+-- --+--+-- -+-- --+--f--- - -+-- -+-----1-32 10+00 10+50 10+80
CURB RETURN A
SCALE HORIZ: 1''=1 o•
SCALE VERT: 1 "=2'
"' ~ "' (.) st
O 8 CXJ µ_ DU " 'r---+--+---+- st (.)+---+ "' (.)-+--'!"I" 1 U-~ ~ ~ ~ +----+-- ---t +---+----+--+-- I- - 0) I------a::, i------.:t IL IXl I- 0 I- N I- N 1- ID ,.. ..i- I-'+ OC? m .-,...,, f'lio ~
1 ~ ou rr1u c-JN Nn f"1c., r....: r-') + ...t: o c»
OOl DO) .---0 LOLO l"')t,- f";I- l"'lo VO ~I- vOO l[)r-,.. O~ ..-~ +. + .0:: +oi -+<Xlo:: m Ill +o, +. CON +"' +<D -4[}--+-- -+--t--- +-- co ---O coo_o ...... - ...,.;u- ---N N ~..,... o ~- v corvn cri------o1ro-· ---t-+-+--+--+- --+--+-40 ..... D l"1 .-- "10.. .--,·, Ol~a.. +i.o +~ . n ..---n 0+...,.;5 r-1"1 ..---l"J - ~ - 0 <Xl O co ...... -- /"i[ 2"'
/ '- - "' - "' - r')Q. .... ,.,. ~
.......... / ../ -
l .0%) ) \ I ......._ _,..,..~ ,
/ " \. EXISTING FINISH_D +---+---+---+- PROPOSED Top -.,L--+--t--+---+----f- -'-,q:-PRO OSED+---+----1- su FACE -
OF CURB FLOW LINE
C72. L6 C2 L4
3:,----- +-- -+-- --+--+-- -+-- -+--t--- +-- -+- ---t--+-- -+-- --+--+-- -+-- -+--t--- +-- -+----t-35 10+00 10+50 10+80
CURB RETURN B
SCALE HORIZ: 1 "=10'
SCALE VERT: 1 "=2'
[Yr] CITY OF CARLSBAD 4 TRANSPORTATION DEPARTMENT
DETAILS FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
1 5
29 5
I
T (858) 292-7770
474-0 Ruffner Street
San Diego, CA 92111
APPROVED: ,'¼= ~ HOSSEIN AJIDEH
nasland.com ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE DWN BY: rr / 11,
I
CIP NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: DO ENGINEER OF WORK REVISION DESCRIPTION RVWD BY: IT 6004 OTHER APPROVAL CITY APPROVAL DWG 536-6
2/1/23
02/14/2023
STA:
"' STA: 10+68.92=
STA: 25+46.00 ~
24.00' LT
END CURB RETURN E
...
,. L13
I
STA: 25+37.28
22.00' LT
PCR
3 , STA: 25+27. 4Y
20.03' LT
~ CASE A RAMP
/,:-~1i-
'--.>!..W""--L.>"1:-""'""-'"==c___--( 4
STA: 25+05.99
59.46' LT
SAWCUT LINE END
START CURB RETURN E
DORY LN
40. L
STA: 10+68.67=
STA: 24+ 74.94
59.33' LT
SAWCUT LINE END
END CURB RETURN D
I / / /
19.95' LT
~ CASE A RAMP
"I.. ➔-..~~
STA: 24+43.78
22.00' LT
PC"-R__,,
I 1-.. ~
STA: 10+00.00= ,
STA: 24+35.06
24.00' LT
START CURB RETURN D
! r
D: RAWING FILES TITLE SHEETS IMPROVEMENT TITI.E SHEET.OWG RE\1SED: 2 23 17 12 (57
DORIAN LN AND MERIDIAN WAY INTERSECTION
PLAN VIEW
SCALE: 1'' = 1 O'
,.
□
STA: 25+45. 75
24.00' RT
END CURB RETURN F
I
STA: 25+37.03
20.00' RT
PCR
-'
,STA: 25+09.10
34.44' RT RI
~ CASE A RA~
l
\........:;ITA:J.Q:t.QQ...Q.Q;=-----...f4
STA: 25+05.82
48.95' RT
SAWCUT LINE END
START CURB RETURN F
MERIDIAN
WAY
(57 SZE!)
STA: 24+54.54 3
20.13' RT
~ CASE A RAMP \
-~ '----"
STA: 24+43.54
22.00' RT
PCR
I
STA: 10+00.00=
STA: 24+34.82
24.00' RT
~~S~T~A~: 1~0~+~5_3~.5~7_=_----( 4 STA:24+74.75
48.95' RT
SAWCUT LINE END
END CURB RETURN B
STA: 24+ 72.25
40.00' RT
...<J PCR..,
STA: 24+ 71.00 3
33.02' RT
~ CASE A RAMP
START CURB RETURN C
!
r
6 g 0 NO ,-.. 0 Dt- 0
ci "' oi r--- ~ 0 co 0 -
6 <xi- + ":o:: + V
e 0 rouo
- .- I.OD..-
'-
'-
3.3%)
I
-
CURB INLET
TRANSITION PER
SDRSD D-03B
I
C5
5 --
10+00
u
00 t-
~
lll
":-co
lll
.........
CURB DATA TABLE
:fl: LENGTH t./BEARING RADIUS REMARKS
C3 40.50' 116"00'34. 7" 20.00' 6" CURB AND
GUTTER
C4 9.02' 25'50'31.0" 20.00' 6" CURB AND
GUTTER
C5 40.44' 115'51'19.4" 20.00' 6" CURB AND
GUTTER
C6 9.02' 25'50'31.0" 20.00' 6" CURB AND
GUTTER
C7 9.02' 25'50'31.0" 20.00' 6" CURB AND
GUTTER
CB 40.36' 115'37'07.0" 20.00' 6" CURB AND
GUTTER
C10 9.02' 25'50'31.0" 20.00' 6" CURB AND
GUTTER
C11 40.63' 116'23'45.2" 20.00' 6" CURB AND
GUTTER
L7 19.15 S68'42'02"E 6" CURB AND
GUTTER
L10 4.10 N68'31 '1 O"W 6" CURB AND
GUTTER
L13 19.54 N68'45'22"W 6" CURB AND
GUTTER
L14 8.75 S69'06'30"E 6" CURB AND
GUTTER
-0 .... ~ rou au N t- lll LOI- 001- lll 0 c-.j .-l")N CO 0 I') 0 oci co N V NU~ t- lll "'t- ~lll ID lll ID -. - _Ot- -N L0-1"1 LO ~--N 1--m ,-..-+ ID N ~ l"1 +<xi + . "' co st- ~a:::~ a:f + <xi
V
-N 01[) oco "' .... st- .... + ) 0 lll
+. +--: - -LO I')
a, +~D coo -i--,
O CO O CO + LOO.. / -LO _ . oa::i.,.... - -LO 0 r---o..- LO -lll...J - /.,,
0 ,,,... ...... r---..... / .,.. I (1.1%)
PRO OSED \__ PROPOSED TOP \ EXISTING FINISHE> FLOW LINE --oF CURB : URFACE C6 '
CURB RETURN C
SCALE HORIZ: 1''=10'
SCALE VERT: 1"=2'
I
LIO
10+50
--5
10+65
Ns)
CONSTRUCTION NOTES
(D EXISTING SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE. @INSTALL TYPE A CURB & GUTTER PER SDRSD G-02.
@CONSTRUCT CASE A CURB RAMP PER CALTRANS STANDARD PLAN ABBA. (I} PROPOSED SAWCUT LINE. MATCH EXISTING ELEVATIONS.
@REMOVE AND REPLACE CROSS GUTTER PER SDRSD G-12.
@EXISTING CROSS GUTTER TO REMAIN AND BE PROTECTED IN PLACE. @ EXISTING CURB RAMP TO BE REMOVED.
@INSTALL TYPE A SIDEWALK PER SDRSD G-07. SAWCUT, REMOVE AND REPLACE PAVEMENT SECTIONS.
@SAWCUT AND REMOVE EXISTING CURB, GUTTER, SIDEWALK, AND PAVEMENT SECTION CONFLICTING WITH PROPOSED IMPROVEMENTS.
@INSTALL NEW PAVEMENT SECTION, 4" AC PAVEMENT WITH 8" AGGREGATE BASE. @EXISTING WATER VALVE TO BE ADJUSTED TO GRADE AS NEEDED. @ EXISTING WATER METER TO BE ADJUSTED TO GRADE AS NEEDED. @EXISTING LANDSCAPING AND IRRIGATION IN CONFLICT TO BE REMOVED AS NEEDED. @ EXISTING STREET SIGN TO BE REMOVED AND RELOCATED AS NEEDED. @) PROPOSED INLET TRANSITION PER SDRSD D-03B.
@) EXISTING SEWER MANHOLE TO BE ADJUSTED TO GRADE AS NEEDED. @ EXISTING CURB INLET TO REMAIN AND BE PROTECTED IN PLACE. ~--* u-- o U --+----+--t-c = +-~--+-----t--+---+----+--+---+-0 □ 1- "q"I- 1"1U cou r--,.U 8 I- O'l Do 00 ,,... ~I- ~I- NU ffi~ CO r-. 0,.... .- ...._I-- -u r,.. N..,... LOI- . .- • N or--- +a.ia:::+m ..... v1- Nr--- 1"1'"' r---u .-o · 0 ro 61.-< >-+-- +--- 0 "! -o ocio-o oci-u:i co- 1-N - c- + · 1- + ":- - -: t-~ 1--~ LO------tl) co r--- -->---+-n: 0 +co ..---U1D...-LO +1"1 Ng ~~ oco ~(O LOO> +~a:::+U: +oo ~~ , oo:i +co T"""LO +-: + □ arouo~ ~~
""'-.. ,..... lO ~ lO O ~ O cria._ ,..... LOO... ..--- I.I 1 1---r:::::i::===1~~;::-tt1 1 -r-~L+~t1 -·'~ ~,---,+-,,,-,,,.+--+--+--++--+------, ,, \ ......._ ..,.._,,... -......._ .,- 'O.B%)
3.3%1- " \ ......_ ,.,,/ /
\. \._ PROPOSED TOP CURB INLET '-- ""-,.__ PROPOSED
FLOW LINE +---+-- TRANSITION PER __ o_F_ c...,u_R_B_+---+ --cEXI TING -INISH D SDRSD D-03B .,Uf FACE -+---+--+---1--+--+---t
10+00
I
C4
h
O LOO
CJ Ll
10+50 10+80
CURB RETURN D
SCALE HORIZ: 1"=10'
SCALE VERT: 1 "= 2'
ci c.o mt-"q"u mul"'lu
6<>1.,-+---+--~ ~ - -t-- -+---.ol"q"~IF--m u "q" u ~ t-·d t---+----+-----1-~ ~ ..__. u N u o 1.0 +~ ~a -:t- r---t- f"")Ovr--- wu No IX) mt- mt-
::o
at- mt- C.Ou au r-1u
6[}v-+-- -+-ci r-,.. ----CO r---: t-- +-- --+---- t--c.o. t---+-- -+-- --<- 0 u m -- - r-o:;---+-n-o 0 V 0~ 00 l[)O mo 1.0 Ot- n° ..--- ~ + IX) +~ QI' O?t- Nt- NV ~m r,,')(_) Ou IX) t- Vt-
,......._. oco+-o:::f"") 00 m +-:+~ ~t- oor- tncoCD~c.o D:JlO ..- in a a:iu N r--- N a:i o ro o ro m ..,.. N + . + oo,,.. 1.0 r---+----+-----1--+---+---tt- ....... 1.0o... - + r--: - + <.0--+ .- I.0·..-1.0 - V U')--LO V - o I"'-- r-,:o- + r...: --+---1 t--~ ~ -+-_j"~~~ ~ lll ~ [;, 6 ,._: + ": - LO ~ LOO.. O lfl (1.9%) I 1 '- _ LO ~ [;; - ,-. - ~ /
\ ' - \ ........._ ......- _..,--- 11.2%)
+----+-----1--+---+- ,- 6~06i~~D TOP -+---+--+-> ~-El ISTING FINISHED -;-'--......._+-==-::t=:::--t --+-- 7 ·· ~ PROPOSED SURFACE Cl FLOW LINE L1J CB
-
10+00 10--50 10+80
Nasland
JOB NO.: 121-106.1
CURB RETURN E
SCALE HORIZ: 1 "=1 O'
SCALE VERT: 1 "= 2'
Civil Engineering
Surveying
Land Planning
T (858) 292-7770
474-0 Ruffner Street
San Diego, CA 92111
nasland.com
DATE INITIAL
o lO O ~ + r:5N a m O + ~ + 0 ~ t- I' t- V ~ * ..- cci N ..--- ~ ..--- o ro - co ...... o co O cci c.o r--- N + + mo::: lO ro +--+--+- -++-.- LOO...+ f" - + f"';--,- lO - ..- l0 - 1"1 LO-r-- v (X) - - □ r-,.:. 0 r--:O- - + r--. ---1 ~LO or--- + · +": -LO-lflO.. 0 LO
---1'-~~ - lll D ,-..LO O ,-.. - ~ 12.0%) I '-. ~ - -LO / .........
'
\ ' +---+--+--+---+- '<-_ PROPOSED TOP --t-- '<t-iE"'X"'ISe,aTlfrN'"G"'F"11N"'l"'SHLl7E""D.,---"s;-:-t-;P:;;R:;;O:;;P:;iO:;;S:;:E,;:;D-j I .0%)
OF CURB SURFACE FLOW LINE
L14 C11 C10
'
10+00 10+50 10+65
C~fl~ ~~I~f.!~. F
SCALE VERT: 1 "= 2'
Lill CITY OF CARLSBAD
1 5
29 5
I 5 TRANSPORTATION DEPARTMENT
DETAILS FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
APPROVED: r/,,a.d..Wf., ~ HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: rr / 11, CIP NO. DATE INITIAL DATE INITIAL DO
I
I DRAWING NO. CHKD BY:
ENGINEER OF WORK REVISION DESCRIPTION RVWD BY: IT 6004 OTHER APPROVAL CITY APPROVAL DWG 536-6
2/1/23
02/14/2023
END
!
tl:: @)
I = STA: 10+63.65=
STA: 32+11.54
24.00' LT~
CURB RETURN I
I
STA: 32+ 82
'
22.00' LT
PCR
3 A:31+92.30
20.08' LT
SE A RAMP
3)----"'S-"T A"':~3'::'1 +'::'-;~ "71'"-
33. 7
i CASE A R
STA: 31+ 7
40.00'
D
TA: 10+00.00-
STA: 31 + 71.60
54.24' LT
SAWCUT LINE END
START CUR\ R\ T\
PORTAGE WAY
2 I
STA: 10 34=
STA: 31+40.71
58.89' LT
SAWCUT LINE END
END CURB RETURN H
TA:31+38.16
39.97' LT
PCR ,,
J >--"-'-="'-31J..,.,,L3 7,., • .1.1 4:,:.'___,
33.72' LT
i CASE A RAMP
r--,_
[, 3 ST .
i CASE
'\ I
STA:3
STA: 31+00.74
24.00' LT
~ RB RETURN
D: RAWING FILES TITLE SHEETS IMPROVEMENT TITI.E SHEET.OWG RE\1SEO: 2 23 17 \
\ \ \ \ \\
STA:31+72.61
(63. 75FS)
PORTAGE WAY AND MARLIN LANE INTERSECllON
PLAN VIEW
SCALE: 1" = 10'
i
T
STA: 10+63. =
STA: 32+08.42
24.00' RT
END CURB RETURN J
I
STA: 9.70
22.00' RT
PCR
I
ST : 91.22
20.00' RT
PCR • : 31+88.24 3
20.00' RT
4 i CASE A RAMP
86.29 T
R
STA: 31 +67.4
33.29' RT
i CASE A RAMP
3 T · 31+66.29
12 39.70' RT
PCR
'-l[f---;S~T'?A~: 1~0cr+~~0==---{ 4
I
STA:31+63.70
l 46.04' RT
i-SAWCUT LINE END
~START CURB RETURN J , -
MARLIN LN
3.21FS 1
STA: 31+21.09 33
20.02' RT
i CASE G RAMP
I
· 31+13.19
22.00' RT
PCR
I
STA: 10+00. =
STA: 31+04.48
24.00' RT
ST · +41.91
39.49' RT
~_,, PCR
-~s"-'T.oA~: 3a,1..:r+:.:,4,,0,.;,. 6c:,4"-(J
32.99' RT
i CASE A RAMP
START CURB RETURN G
7 ~ u
J.B%)_
10+00
\ '
'
C/6
'-- PROPOSED TOP
OF CURB
CURB DATA TABLE
* LENGTH A/BEARING RADIUS
C13 9.01' 25"49'24.2" 20.00'
C14 40.39' 115'43'06.4" 20.00'
C16 9.02' 25'50'31.0" 20.00'
C17 39.92' 114'22'24.0" 20.00'
C19 31.12' 89'08'31.9" 20.00'
C20 9.26' 26'31'16.1" 20.00'
C21 9.02' 25'50' 47.4" 20.00'
C22 9.03' 25'51'17.1" 20.00'
C23 40.43' 115'49'55.6" 20.00'
L15 18.93 N25'19'13"W
L 16 6.78 S26'52' 40"E
L17 6.38 N24'33'05"W
L19 4.46 N64'35'27"E
L22 14.20 N25'25'08"W
7 0
{I,%)
1 EXISTING FINISHED \
SURFACE PROPOSED
C17 L/6
10+50
CURB RETURN G
SCALE HORIZ: 1"=10'
SCALE VERT: 1"=2'
FLOW LINE-
::o
10+65
.... LOU
REMARKS
6" CURB AND
GUTTER
6" CURB AND
GUTTER
6" CURB AND
CONSTRUCTION NOTES
(j) EXISTING SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE. (D INSTALL TYPE A CURB & GUTTER PER SDRSD G-02.
@ CONSTRUCT CASE A CURB RAMP PER CAL TRANS STANDARD PLAN ABBA.
G) PROPOSED SAWCUT LINE. MATCH EXISTING ELEVATIONS.
@ REMOVE AND REPLACE CROSS GUTTER PER SDRSD G-12.
@ EXISTING CROSS GUTTER TO REMAIN AND BE PROTECTED IN PLACE. @ EXISTING CURB RAMP TO BE REMOVED. GUTTER
6" CURB AND @) INSTALL TYPE A SIDEWALK PER SDRSD G-07. REMOVE EXISTING CONCRETE, CURB & GUTTER, AND GUTTER
6" CURB AND
GUTTER
6" CURB AND
/OIJTTFR
6" CURB AND
IOIJTTFR
6" CURB AND
GUTTER
6" CURB AND
GUTTER
6" CURB AND
GUTTER
6" CURB AND
GUTTER
6" CURB AND
GUTTER
6" CURB AND
GUTTER
6" CURB AND
GUTTER
7 ~ u
PAVEMENT AS SHOWN.
@INSTALL NEW PAVEMENT SECTION, 4" AC PAVEMENT WITH 8" AGGREGATE BASE. @EXISTING STREET SIGN TO BE REMOVED AND RELOCATED AS NEEDED. @ EXISTING CURB INLET TO REMAIN AND BE PROTECTED IN PLACE. @ REMOVE AND REPLACE WITH CASE G CURB RAMP PER CAL TRANS CRD ABBA. @ EXISTING STREET LIGHT TO REMAIN AND BE PROTECTED IN PLACE. @ EXISTING HYDRANT TO REMAIN AND BE PROTECTED IN PLACE. @) EXISTING STORM DRAIN CLEANOUT RIM TO BE ADJUSTED TO GRADE. @) PROPOSED COBBLESTONE AREA.
~
... ~
"' - -----1--+---+----+--+---+---+--t--+------1- ou_-+----1~ roo ----1 N I-- CO ,q- N ..-u ~m +~ "'.> u au":>- LOm ~
or- ~1-- rtu ..-r-mc.o +. ~"' - -----1--+---=u,--1-- a u -t----t----:-i- -N I - N - • >-- u:i ·"" LO -a "'---1--+- '--f:::.-- -+ ~ 01-- ~I-- r--u ~~ I'll~+~ mU) ,q-r.o+n5 ...... c.o o u m N..,.., ml-- . .------ + · al"') n...... +N°con... ol- ol"l ...... a5 r-..: Vin ~'ci .-<0 6n ~~ ......
----ci ...... -1- + r---.. ~u,_o+ (N•~T""" ~ --N+ '° - '° 0 V ON + . . + . .-coo... ....-w oN oN N ..-co ....-c.o 0<0 -,.__, '
C1J
PROPOSED TOP ~
OF CURB
I
C14
\ P OPOS.':D
F OW LINE
~
\
/
'- EXISTING FINISHED
SURFACE
L15
7 0
10 00 10- 50
::o
10+ 75
CURB RETURN H
SCALE HORIZ: 1 "=1 0'
SCALE VERT: 1 "= 2'
~
Nu tOt-
+----+-----t--+---+----+--+---+----+--t----+----+--~ ,rl") U-- 1"") 1--+- rrJ N --+-- --, ~I-- ui ...... cu"'~
+---+----+--+----af----+--+-----+----+--1-------+--- ..... CJ _ CJ? t-- ~ - O> NI- .-1"1 ON «>umu v mm i:o ....
u mu Vt- ~1--- l{)<..> ~u l[)l"'l +- 6 ~
D I- V ,...: lO O r-,.. I-- • I-- + """:Ct: O CO ..- ~ +---+-- 0 --+-- .• f-_o l~'~-,,; :rrtT- m u --1"') ...... _t") <.0- ci . - ~ -q- --0 <.OU . ..- ID-+---1-+---+---I ci n ~ ..... ('Jt- LOi:::: cot- +I[)+ • vi[) "'...i- ,....t.00... 0 N +---: Vrn ,.,.: _. oui oLO +~ +LO. + ...., ,- ,-~1"1 ..-(0 .-co oLO O 0 ~ ~~ +O?a:::: +~ NCO .-<O ..-ID
+----+-- - _ ~~ a"!; 6 st
"' ~., _., ./~
V
/
\ EXISTIN; FINli HED
'
'-- PROPOSED
FLOW LINE
+---+--+- P-R_O_P+-O-S_E_D--lT-O_P _ _,._,/ __ l--+---+---11-- ---c uRF ArE -+--I--+---+---,
OF CURB
L22
10 00
Nasland
JOB NO.: 121-106.1
C2J
c~~~ H~~T',J.~~. 1
SCALE VERT: 1 "= 2'
Civil Engineering
Surveying
Land Planning
T (858) 292-7770
474-0 Ruffner Street
San Diego, CA 92111
nasland.com
C22
10+50 10+ 75
DATE INITIAL
"":~ ~to ~~ ~~
CO~r-,.uOo LOo N +~a:::o<O O lO
+---+----+--+----af----+--+--- N u- ---= ·°": t--t!: t-- CJ? t- _ V ~ - 0 LOO~ CO ..- _l---' ---1 0> r :;:; n w r--. ..- ......_ + • ,.... con.. · ·-~NnonN VUJ oLO ro mu ~a, + ·+-+ry,:+--:tl:: _., /
r- m u .,, u r-- >- N u + ro a :g O ui a LC)(..) a LOU I ) _ _LJ,£,~ ::::::i,~•~%fWl +---+-- O ~ - ": r - . r jQ_) - N r ->--- o -,;t, ,.... (O(L . ..- <On..+-: ~ :..-- __. a ..- ~ a - u:i _ '° / v _,,,,~ ci O> QlO :=a:::+~,....,.... _..,,,,,,. - a m +::;: 6 sl'uo st- +--: \. + ..,-j O <O 1,;..a_ ..- CO a V +---+-- oco ..- ..-co - ,=.,
I
/J,4%) ' \
-,
\_ EXISTING FIN SHED
SURFACE
PROPOSED
+---+- PROPOSED TOP --,....---+-----t--+- 1FLOW LINE-+-------tt--- -+---+----t-----,
OF CURB
C17 C/9 ' L/9 C20 C21
61-'--- l---+---+- --l--+-- -+- -+--+-- +-----1---+---+- --I---Hi-1 - 10+00 10- 50 10+65
CURB RETURN J
SCALE HORIZ: 1 "=1 O'
SCALE VERT: 1 "= 2'
CT[] CITY OF CARLSBAD 6 TRANSPORTATION DEPARTMENT
DETAILS FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
1 5
29s I
APPROVED: r/4~ ~ HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: rr / 11, CIP NO. DATE INITIAL DATE INITIAL DO
I
I DRAWING NO. CHKD BY:
ENGINEER OF WORK REVISION DESCRIPTION RVWD BY: IT 6004 OTHER APPROVAL CITY APPROVAL DWG 536-6
2/1/23
02/14/2023
T · 65+65.46
70.12' LT
PCR
17 33 STA: 66+
't_ CASE A
7 . . 40
V
v ✓ . p .. 4.
4. 4 .,..
·V
SAN CARLOS
STREET
STA:6
SAWC
V
STA
't_ CASE C RAMP
STA: 65+35.41
40.17' LT
PCR
,l; ::. .
4-
D: RAWING FILES TITLE SHEETS IMPROVEMENT TITI...E SHEET.OWG RE\1SED: 2 23 17 V 11
4. .,.. V
4 ~·A°'J·<c
12'
SAN CARLOS SI REt:T AND LOGANBERRY DR INTERSECTION
PLAN VIEW
SCALE: 1" = 10'
18 22!-~ c:s
7' MIN
V
4 ..
V
I
V
'4
V
4 v·
v·
4 1
TA:66+13.16 19
't_ CASE A RAMP
STA:
LOGANBERRY
DRIVE
V V
4 .. ,--;Sc:;TccA"-:: 1::':0,-,+~,,..,.5~2;,::==----{4
STA: 65+ 72. 03
4 69.11' RT
- SAWCUT LINE END
{ •
62 ·38FL I '-f~= c;c,,= ==;;,¾;:=::>fs-;.E~ND CURB RETURN K V "<f ·. V
✓
4 V
A:65+ 7
40.00' RT
PCR
1ttf =f-l--Jl .s.1A~:16l:;5!±+:.,;3l;19,..,. 7~2~ 3
40.00' RT
1ct_ CASE A RAMP
STA: 65+36.60
42.00' RT
PCR
u
STA:65+19.16
44.00' RT
TA: 65+62.21
4.32' RT
START CURB RETEURN K
D
Nasland
JOB NO.: 121-106.1
Civil Engineering
Surveying
Land Planning
T (858) 292-7770
474-0 Ruffner Street
San Diego, CA 92111
nasland.com
DATE
CONSTRUCTION NOTES
G) EXISTING SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE. (I) INSTALL TYPE A CURB & GUTTER PER SDRSD G-02.
@CONSTRUCT CASE A CURB RAMP PER CALTRANS STANDARD PLAN ABBA.
G) PROPOSED SAWCUT LINE. MATCH EXISTING ELEVATIONS.
@REMOVE AND REPLACE CROSS GUTTER PER SDRSD G-12.
@ EXISTING CROSS GUTTER TO REMAIN AND BE PROTECTED IN PLACE. @ EXISTING CURB RAMP TO BE REMOVED.
@ REMOVE AND REPLACE WITH CASE C CURB RAMP PER CAL TRANS CRD ABBA. @ INSTALL TYPE A SIDEWALK PER SDRSD G-07. REMOVE EXISTING CONCRETE, CURB & GUTTER, AND PAVEMENT AS SHOWN.
@) REMOVE AND REPLACE WITH CASE A CURB RAMP PER CAL TRANS CRD ABBA. @) EXISTING CURB AND GUTTER TO REMAIN AND BE PROTECTED IN PLACE . @INSTALL NEW PAVEMENT SECTION, 4" AC PAVEMENT WITH 8" AGGREGATE BASE. @ EXISTING DECORATIVE PAVEMENT TO REMAIN AND BE PROTECTED IN PLACE. @ INSTALL TYPE B ISLAND PASSAGEWAY PER CAL TRANS STANDARD PLAN ABBA. SAWCUT AND REMOVE CONFLICTING MEDIAN PAVING.
@ REMOVE AND REPLACE WITH CASE G CURB RAMP PER CAL TRANS CRD ABBA. @) EXISTING PULL BOX TO BE ADJUSTED TO GRADE AS NEEDED. @ EXISTING STREET LIGHT TO REMAIN AND BE PROTECTED IN PLACE. @PROPOSED MONOLITHIC CURB PER SDRSD G-01.
CURB DATA TABLE
* LENGTH A/BEARING RADIUS REMARKS
C25 9.02' 25"50'31.0" 20.00' 6" CURB AND
GUTTER
C26 9.02' 25"50'29. 7" 20.00' 6" CURB AND
GUTTER
C28 22.51' 64"29'55.4" 20.00' 6" CURB AND
GUTTER
C62 31.59' 53"14'03. 7" 34.00' 6" CURB
C63 46.34' 90·00'00.o" 29.50' 6" CURB AND
GUTTER
C64 32.95' 52"26'20.8" 36.00' 6" CURB AND
GUTTER
L23 6.17 N19·1 s·oo"w 6" CURB AND
GUTTER
L24 19.80 N45"14'55"E 6" CURB
L31 3.92 N 19"09'22"W 6" CURB AND
GUTTER
L36 3.04 N24"53'08"W 6" CURB AND
GUTTER
r-
+---+---1--+---+-- -+--+---+---+--f---+---+---l--+---+-- -+--+---+- N u ·N ~ -+----1 CO f-- LO
N tO O'l
ID t0 CO O')
+---+---1--+---+-- o ti'~ u st u +,-,----t--t-- --tcoi st u _ <0 u _ "' ,--"'U f----+- + ~ -+ r'i -+--+ o 1- oi I"') t- ~ 0 ..... 0 (0 u~ 1- ~ 1- r---- ~ f"") 1- o f"1 o c.o o..... oOO c-.lr---,01- l()OOOU NI- .1-ooco DO) (0 n ..-tO..-~ o~ +~a:::: ,.....+mtO, .... --:1-:::::t-~ ...... ~--n+co "+m ~;'!;; t.0+5 + l"1 NO · .- ~ CO If)..,. l"1 N ,- J m · · + v•a::: · +---+---1--+---+-- o '° _ a c.ao... --o N-+ ~-a:::-- v~ o;;t· + "'r:a:: + i-0 Na..- o N- o Nu ·- □ r")f---1 ":j;;;:;jo- ----:1 1 ..- 1-----' ,.... (0 0 NO + . + . 0 NO O ~ ..---- lO...J - tO .- COO... ..-- C.01 ~ " ~coa..e~~~ ..--coa.. ~ ~ /
(3.2%
\
+---+---!--+---+-- -+ PROP, SED OP.....,_+---+----+--+---+-- \-\-+---+-- --+--+---+-, PROPOSED+----, '- EXISTING FINISHED FLOW LINE
IOF CURB URFA'E
(0.2X' \ ' I
C25 C26 L2J C28 L24
CURB RETURN K
SCALE HORIZ: 1"=10'
SCALE VERT: 1 "=2'
urJ CITY OF CARLSBAD 7 TRANSPORTATION DEPARTMENT
DETAILS FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
1 5
29 5
I
APPROVED: //444-Q.llt; 1ftdvi HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: rr / 11, CIP NO. INITIAL DATE INITIAL DATE INITIAL CHKD BY: DO DWG 536-6 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: IT I 6004
I DRAWING NO.
2/1/23
02/14/2023
STA: 78+45.63
42.26' LT
...__~l, CASE A RAMP
~
STA: 77+80.81
44.41' LT
l CASE A RAMP
<..../ V
18 18
QJ
I
E
4 D: RAWING FILES TITLE SHEETS IMPROVEMENT TITI...E SHEET.OWG RE\1SED: 2 23 17 STA: 78+45.50
26.08' RT
l CASE A RAMP
1/~
STA: 78+ 31. 48
(63.88FS)
.M!.
8' MIN
5.7'r
18 A VENIDA ENCINAS AND RAINTREE DR INTERSECTION
PLAN VIEW
SCALE: 1" = 10'
1 T. =
STA: 78+ 72.52
31.00' RT
END CURB RETURN M
8.00' RT
CR
\
STA: 78+32.51 ':>,___;:...._.,~--
44.54' RT <........:
PCR
T : 3
42.09' RT
l CASE A RAMP
/
\.._~~~~~==------{4 STA: 78+27.90
67.24' RT
SAWCUT LINE END
START CURB RETURN M
RAINTREE DRIV
~~S~T~A:~7~7~+~9=3=. 7~1---1 3
42.13' RT
l CASE A RAMP
-
4 CJ'
63.90FS ·
,------;Sc:T;';A~: ~1 O:a-+':-7;;c3;:-. 4-:-7'.:c'=~-----l4 STA: 77 + 98.46
64.96' RT
SAWCUT LINE END
END CURB RETURN L
22 STA: 77+93.88
44.54' RT
45~ -----
117:::it--1.;52
_ STA: 10+00.00=
STA: 77+53.97
31.00' RT
PCR
START CURB RETURN L
Nasland
JOB NO.: 121-106.1
Civil Engineering
Surveying
Land Planning
*
C30
C31
C33
C34
C73
C74
L25
L26
CURB DATA TABLE
CONSTRUCTION NOTES
(D EXISTING SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE. @INSTALL TYPE A CURB & GUTTER PER SDRSD G-02.
LENGTH A/BEARING RADIUS REMARKS
G) CONSTRUCT CASE A CURB RAMP PER CAL TRANS STANDARD PLAN ABBA.
G) PROPOSED SAWCUT LINE. MATCH EXISTING ELEVATIONS.
11.25'
41.73'
11.08'
41.75'
16.09'
16.55'
20.4B
22.77 6c.
32"14'01 .2" 20.00'
119"32'57.3" 20.00'
31 '43'55.2" 20.00'
119"36'09.5" 20.00'
32'55'05.4" 28.00'
33"52'05.5" 28.00'
N75"49' 45"E
N75"49'45"E
~
0 ~ 0
0 IX)
0 "' + "' 0 <O
-
~0.6 .
6" CURB AND
GUTTER
6" CURB AND
GUTTER
6" CURB AND
GUTTER
6" CURB AND
GUTTER
6" CURB
6" CURB
6" CURB AND
GUTTER
6" CURB AND
GUTTER
I[)
~ "' -0,
-"!a:: + 0 nu
-
<OU.
@REMOVE AND REPLACE CROSS GUTTER PER SDRSD G-12.
@EXISTING CROSS GUTTER TO REMAIN AND BE PROTECTED IN PLACE. @EXISTING CURB RAMP TO BE REMOVED.
@INSTALL TYPE A SIDEWALK PER SDRSD G-07. REMOVE EXISTING CONCRETE, CURB & GUTTER, AND PAVEMENT AS SHOWN.
@REMOVE AND REPLACE WITH CASE A CURB RAMP PER CAL TRANS CRD ABBA. @ INSTALL NEW PAVEMENT SECTION, 4" AC PAVEMENT WITH 8" AGGREGATE BASE. @EXISTING DECORATIVE PAVEMENT TO REMAIN AND BE PROTECTED IN PLACE. @) EXISTING COMMUNICATION RISER TO REMAIN AND BE PROTECTED IN PLACE. @EXISTING STREET LIGHT TO REMAIN AND BE PROTECTED IN PLACE . @EXISTING PULL BOX TO REMAIN AND BE PROTECTED IN PLACE. @) EXISTING VAULT TO REMAIN AND BE PROTECTED IN PLACE.
@) REMOVE AND REPLACE CURB AND GUTTER PER SDRSD G-02.
PROPOSED TOP l) \_ \. EXISTING FINISHED
+---+----+--+---+- OF CU RB +---+---+--+--+--=-- r'""OPOS D--+----t-- S+U_R_F_A_Ct--E---+--+---+----+--t----+----l Fl OW LI E LZJ
C30
10+00
C31
10 50
CURB RETURN L
SCALE HORIZ: 1 "=1 Q'
SCALE VERT: 1 "= 2'
:o
11+00
7-:-- -.---- -.--- --,--,--- -,--- --,--,--- -.--- ---,-- -,,---,---- -.--- --,--,--- -,--- --.--,--- -.--- ---,---,,-- -,---- ---.- --,--~70 ~ ~
o ~ ~~->--- mu r--- u ..... u ;; u ----+--+-- ~ ~ -+----+----+--+----, 0 ro I-- N 1- IO I- :;> U • 1-- Lt') aJ
om -w mn ~u 00 CO ,...:I") .-u "l u "":1-~v r--- m o co +~a::: .,....w .1- ml-- nl"'l v r-r:i1- co1- l"'l co +..,..; +----+-----+--+-- + l'i --+---- a nu--+-- o+ r,i - ~ r----- ....: - + "-- + r---;,_,.. r--,.'. - • -----tO l"1. + · ,. ' -+----+----+--+-- -+ ~LCD. ..-WO.. .-<O ~+'"~ l"')r---, 0,..-jO... Or<J ,¢"Id'" ~N +'°!~~ ~e ,- 0 1"') +~ ,....co...J .---tn +~ +~a::: al")
.-----i:.o ot') of"'l of""lU .... c.o
(0.8%) ~
PROPOSED TOP -
OF CURB
I
I
-..........
..... <.O .,.... tO ·---a.
,__. ............
' \
\_ ::XISTING FINISHED
PROPOSED SURF ACE
+---+----t--+---+----+--+---+----+--t----+---+- FLOW LIi E--+--t-----+---+----t--+---+----+--+---+----, C33 C34 L26
6 -o ·---- +-- -+-- --+--+-- -+-- --+--t--- -+-- -+- ---tl--- +-- -+-- ---t--+-- -+-- --+--+-- -+-- -+----t l--- +-- -+- ---t--+-ti_ 10+00 10+50 11+00
C~fl~ ~~I~f.!~. M
SCALE VERT: 1'' = 2'
CT[] CITY OF CARLSBAD
1 5
29s I 8 TRANSPORTATION DEPARTMENT
DETAILS FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
T (858) 292-7770
474-0 Ruffner Street
San Diego, CA 92111
APPROVED: y¼44W!--11,.;duf, HOSSEIN AJIDEH
nasland.com ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE DWN BY: rr / 11,
I
CIP NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: DO ENGINEER OF WORK REVISION DESCRIPTION RVWD BY: IT 6004 OTHER APPROVAL CITY APPROVAL DWG 536-6
2/1/23
02/14/2023
191)-~S~T~A~: 875:"'+':::0:::-;4~.4:':3:--,
41.58' LT
i CASE A RAMP
@
MACADAMIA DRIVE
o)
STA: 84+32.17
41.45' LT
i CASE A RAMP
V
18 D: RAWING FILES TITLE SHEETS IMPROVEMENT TITI...E SHEET.OWG RE\1SED: 2 23 17 AVENIDA ENCINAS AND MACADAMIA DR INlERSECTION
PLAN VIEW
SCALE: 1" = 10'
im.r----1-"r\ \
1 STA: 10+00.00=
A-->t-STA: 85+26.48
31.00' RT
START CURB RETURN 0
STA: 85+15.94
28.00' RT
PCR
6;,74 ~ \ \
/ /
/ STA: 84+85.61
42.15' RT
i CASE A RAMP STA:84+78.91
68.06' RT
0 -< SAWCUT LINE END
/ / END CURB RETURN 0
~~-;:;-/~ ·r---
MACADAMIA DRIVE
/ / /
STA:84+45.21 J / STA:10+75.22
42.19' RT / STA: 84+51.91 4
i CASE A RAMP / 66.60' RT
- - SAWCUT LINE END
END CURB RETURN N
STA:84+14.87
28.00' RT
PCR
45 STA:10+00.00=
STA: 84+D4.33
31.00' RT
<I
STA:84+45.41
45.00' RT
PCR
START CURB RETURN N
Nasland
JOB NO.: 121-106.1
Civil Engineering
Surveying
Land Planning
CONSTRUCTION NOTES
CURB DATA TABLE (j) EXISTING SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE. (D INSTALL TYPE A CURB & GUTTER PER SDRSD G-02.
* LENGTH ,WBEARING
C36 11.1 o· 31"48°47.0"
C37 42.51' 121"47'18.0"
C39 42.51' 121"47'18.0"
C40 11.1 o· 31'47'27.2"
C75 16.57' 35"10'13.3"
C76 16.13' 33·00·12.o"
L27 21.60 N73"26'09"E
L28 23.06 S73'26'09"W
RADIUS REMARKS
20.00· 6" CURB AND
GUTTER
20.00' 6" CURB AND
GUTTER
20.00' 6" CURB AND
GUTTER
20.00' 6" CURB AND
GUTTER
27.00" 6" CURB
28.00' 6" CURB
6" CURB AND
GUTTER
6" CURB AND
GUTTER
@ CONSTRUCT CASE A CURB RAMP PER CAL TRANS STANDARD PLAN ABBA. (D PROPOSED SAWCUT LINE. MATCH EXISTING ELEVATIONS.
@ EXISTING CURB RAMP TO BE REMOVED.
@) INSTALL TYPE A SIDEWALK PER SDRSD G-07. REMOVE EXISTING CONCRETE, CURB & GUTTER, AND PAVEMENT AS SHOWN.
@) REMOVE AND REPLACE WITH CASE A CURB RAMP PER CAL TRANS CRD ABBA. @ INSTALL NEW PAVEMENT SECTION, 4" AC PAVEMENT WITH 8" AGGREGATE BASE. @) EXISTING DECORATIVE PAVEMENT TO REMAIN AND BE PROTECTED IN PLACE. @) EXISTING COMMUNICATION RISER TO REMAIN AND BE PROTECTED IN PLACE. @) EXISTING HYDRANT TO REMAIN AND BE PROTECTED IN PLACE. @) EXISTING PULL BOX TO REMAIN AND BE PROTECTED IN PLACE. @ EXISTING STREET LIGHT TO REMAIN AND BE PROTECTED IN PLACE. @) EXISTING VAULT TO REMAIN AND BE PROTECTED IN PLACE.
@) REMOVE AND REPLACE CURB AND GUTTER PER SDRSD G-02.
7<:h-- -,-- ---,- --,--~----.-- ---,--,--- ,---- ---,--~.--- -.--- ---,- --,--~----.-- ---,--,--- ,---- ---,---,--- -,-- ---,- --,---,-70 6L
7 L,
6 L
T (858) 292-7770
474-0 Ruffner Street
San Diego, CA 92111
nasland.com
DATE
I ........._ ............
10.8%) '\
PROPOSED TOP 1,/ PROPOSE)
(1.8%
=✓
\
'- EXISTING FINISHED
SURFACE
OF CURB +---+----l--+---+___J Fu..,,l~l.!Lw _._ 1=1-1•-----1--+---+---+--+---+---+--I----+---+- --+ C36
10+00
0 0 g 0 g g -
I')
0 I') u
-N -
I') I') u
0 N - + "10::-+ I': -
0 .... 0 ....
0 ' . - ,- .
I{)
"
"' a, + 0 «>U o <D
"' «>a. - <D -N NN 0 <D - + + .
-
<D 0 tO 0 <D -... -"' - <D
10.7%)
.,....,
PROPOSED TOP l)
OF CURB
C40
10 00
INITIAL
C37
10+50
CURB RETURN N
SCALE HORIZ: 1 "=1 O'
SCALE VERT: 1 "= 2'
Nu -
u r:::: g
0 .... aJ .... -
u .
oi N ,- u ,- u r--- .... a,
"
-ro • I{)
-st aJ ":f--~f-- I"') a, N aJ + ;_ " I') I{)
-st + <D - +. - '-st_,,, - + -st- 0 0 <D o<D <D
-"' + sl: + sl:o::o tO -- <D ocoocoU..--:- "' ..---- (0 .... coa.. .,,.,., ...... .... "-._ I /'
'\ \
\_ \. EXISTINI
PROPOSED SURFACE
FLOW INE
C39
10+50
C~fl~ ~~I~f.!~, O
SCALE VERT: 1 "= 2'
L27
" <D
<D
" + 0
-
/
FINISHED
L28
g
N
-,..:
<D
iT.3%
11 +00
7 0
e
0 0
V
11+0
1 5
19T I
CITY OF CARLSBAD
1 5
29 5
I TRANSPORTATION DEPARTMENT
DETAILS FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
APPROVED: ffeJ.4.QDt, 1:lu/4,(. HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: rr / 11, CIP NO. DATE INITIAL DATE INITIAL CHKD BY: DO DWG 536-6 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: IT I 6004
I DRAWING NO.
TRAFFIC
02/14/2023
-~
~
C
Jl
WH!lE Tl£RMOPLASTIC t£LMETED B ICYU.IST SYf.t30L
Al'{) BIKE LAt£ ARROW PAVEMENT MARKII\G
Ai'>GLED HATCHII\G
STRIPII\G DETAIL 39
BUFFER LAt£
STRIPin DETAIL 39A
(TYP.)
LOOTH PER PLAN
4'
M
!
GREEN PAINT j
DETAIL "A"
8'
CONFLICT ZONE STRIPING WITHOUT DEDICATED RIGHT-TURN LANE
NOT TO SCALE
NOlES:
1. GREEN PAINT SHALL BE ENNIS-FLINT 985216 GREEN STANDARD FAST DRY WAlERBORNE 1952F 1/2 TRAFFIC PAINT, PRODUCT COLOR GREEN {34115), WITH REFLECTIVE GLASS BEADS OR APPROVED EQUAL. PAINT TO MEET FEDERAL SPEC TT-P-1952F TYPE I AND II.
2. ANGLE HATCHING FOR BUFFERED BIKE LANES SHALL BE 12" WIDE, AT A 45" ANGLE, AND SPACED AT 40 FEET ON CENlER. ANGLE HATCHING WITHIN RED CURB AREAS SHALL BE SPACED AT 20 FEET ON CENlER.
3. LANE AND BUFFER WIDTHS VARY PER PLAN.
WI-Ill£ THERMOPLASTIC t£LMETED BICYU.IST SYt.t30L
AND BIKE LAt£ ARROW PAVEMENT MARKING (TYP.)
LEI\GTH PER PLAN
/GUffiR
'-STREET o.JRB
AI\GLED HATCHING
STRIPING DETAIL 39
BUFFER LANE
12" WHITE Tl£Rt.tOPLASTIC LIMIT Lit£
NOlES:
STRIPII\G
DETAIL 39A
(TYP.) 4'
M
DETAIL "B"
8'
GREEN PAINT
/GUTTER
STREET CURB
CONFLICT ZONE STRIPING WITH DEDICATED RIGHT-TURN LANE
NOT TO SCALE
GREEN PAINT
M-H lE THERt.D'l..ASTIC
TYPE IV(R) ARROW PAVEMENT MARKING
(TYP.)
1. GREEN PAINT SHALL BE ENNIS-FLINT 985216 GREEN STANDARD FAST DRY WAlERBORNE 1952F 1/2 TRAFFIC PAINT, PRODUCT COLOR GREEN (34115), WITH REFLECTIVE GLASS BEADS OR APPROVED EQUAL. PAINT TO MEET FEDERAL SPEC TT-P-1952F TYPE I AND II.
NOTES:
2. ANGLE HATCHING FOR BUFFERED BIKE LANES SHALL BE 12" WIDE, AT A 45" ANGLE, AND SPACED AT 40 FEET ON CENlER. ANGLE HATCHING WITHIN RED CURB AREAS SHALL BE SPACED AT 20 FEET ON CENlER.
3. LANE AND BUFFER WIDTHS VARY PER PLAN.
2' 3' WHITE THERMOPLASTIC
11 H
0 -z
-'"' . l .... ~---
z
-::I! Tj ___________ .._
12" WHITE Tl£RMOPLASTIC LIMIT LINE
DETAIL "C"
CONTINENTAL CROSSWALK MARKINGS
NOT TO SCALE
1. CONTINENTAL CROSSWALK MARKINGS SHALL BE ALIGNED PARALLEL TO THE DIRECTION OF VEHICULAR TRAVEL.
2. MARKED CROSSWALKS SHOULD BE A MINIMLJ.4 OF 10 FEET IN WIDTH, PLACEMENT OF CONTINENTAL CROSSWALKS SHALL COMPLY WITH AOCESSIBILITY REGULATIONS PER Tl£ MOST RECENT VERSION OF AMERICANS WITH DISABILITIES ACT (ADA) STOOARDS.
3. Tl£ CROSSWALK BETWEEN A DUAL RAMP CORNER Al'{) A SII\GLE RAMP CORt£R SHALL BE AT LEAST 10 FEET WIDE 00 SATISFY Tl£ MINIMLJ.4 OF 2 FEET BEYQI'{) THE FLARE REQUIREMENT FOR Tl£ SINGLE RAMP.
4. CONTINENTAL CROSSWALK BARS SHALL BE UNIFORM WITHIN Tl£ SAME CROSSING. NO PARTIAL BARS SHALL BE INSTALLED.
5. A CROSSWALK BAR SHALL BE CENTERED IN Tt£ COOER OF Tl£ CROSSING.
6. CROSSWALK MARKINGS SHALL BE CALIFORNIA MANUAL ON UNIFORt,t TRAFFIC CONTROL DEVICES (CA--IIJTCD) RETROREFLECTIVITY COMPLIANT AND SKID RESISTANT.
~ ....J c..
a<
It
(/)
uJ
-~
N
"'
,,,
ANGLED HATCHII\G
(TYP.)
CEt-llERLINE STRIPING
STRIPII\G
DETAIL 39
(TYP.)
STRIPII\G
DETAIL 39A
(TYP.)
~ TRAVEL LAt£
r------------\--r------'------H--~r.,.------~BIKE BUFFER "'·
<>=>◄
•
SPACII\G PER PLAN
/GUTTER
j --~BIKE LANE
-I
_ .,........-PARKII\G BUFFER __ _
r ,,,,. .....
/ ' I \
~::::::----~'--\
I
I
WHITE THERMOPLASTIC HELMETED BICYCLIST SYMBOL
00 BIKE LAt£ ARROW PAVEMENT MARKII\G
STREET CURB \ I
I
DIAL TOLL FREE
8-1-1
AT LEAST TWO DAYS
BEFORE YOU DIG
~ O,t
~~~ J. ft<".:
~ :>: 1 ·~ "' n - ~ ,e
L.&.I --,,,
"" ~ NO. 86675 • ""
.. EXP. 3/31/'JJ *
.r~ C/V\\. 11-~
'tor c~,,~lii
2/7/'lO'JJ
<1>. q
5973 A\£NIDA ENCINAS, SUITE 218, CARLSBAD. CA 92008
DETAIL "D"
PARKING STALL MARKINGS
NOT TO SCALE
CONDUIT
72 SMFO TRUNK CABLE
CONDUIT
MAINTAIN MANUFACTURER
SUGGESlED MIN. BOO RADIUS
FOR FIBER CABLE (TYP.)
• •·
NOlES:
1. ANGLE HATCHING FOR BUFFERED BIKE LANES SHALL BE 12" WIDE, AT A 45" ANGLE, AND SPACED AT 40 FEET ON CENlER. ANGLE
HATCHING WITHIN RED CURB AREAS SHALL BE SPACED AT 10 FEET ON CENlER.
2. LANE AND BUFFER WIDTHS VARY PER PLAN.
12 SM'"OC BREAKOUT CABLE
TO CABINET
.
..
CQl'{)UIT
NOlES:
SPLICE VAULT
_..--SPLICE U.OSURE
72 SMFO
TRUtf< CABLE
DETAIL "E"
SPLICE CLOSURE
NOT TO SCALE
1. PROVIDE 50' OF COIL PER TRUNK CABLE AND
25' OF COIL PER BREAKOUT CABLE.
2. SPLICE CLOSURE SHALL BE HOUSED IN A
36"X36"X36" CITY-APPROVED SPLICED VAULT.
~ CITY OF CARLSBAD
TRANSPORTATION DEPARTMENT 0
TRAFFIC DETAILS FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
~ 9
AND PEDESTRIAN IMPROVEMENTS
APPROVED f/44,4.Wf., Atfu/4,£. HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: GP PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: GI 6004 DWG 536-6 I.NIERGROUND SUMCE ALERT OF' SWlHERN CALIFORtlA PHONE: 760-602-4290 WWW.STCTRAFFIC.COM I I DRAWING NO.
"'------------------------------------------------------------------------------------------------------------------------------------------------
DORY LN
MARLIN LN
PORTAGE
WAY
MERIDIAN
WAY
7800
P
57.94 AVENIDA ENCINAS
AVENIDA ENCINAS
CARLSBAD
BLVD (NB)
TRAFFIC
PONTO DR
SEE BELOW LEFT
MATCHLINE 21+50
SEE ABOVE RIGHT
MATCHLINE 21+50
MATCHLINE 34+75
SEE SHEET 22
CARLSBAD
BLVD (SB)
.................
..........................
.....................
.....................
..............................................
.................................................................................... ....................................................... ............................................................................ ................................................................................. ......................................
.......................
...
................
02/14/2023
-~
~
C
EX. R6-1(L)
43'
EX. ·sus· SIG
EJ--t--<i51::::j::::p
I I
EX. R5-1,
R5-1a
EX. R49(CA)(L)
STOP 17
EX. SNS(3),
SNS(4),
R1-1
POSTED SPEED LIM IT 351.f'H
LIMITS OF 88' 5
OVERLAY (TYP.)
.. ~
\\\\~~ --,-
AHEAD 17
STCP 17
EX. SNS(1),
SNS(2),
R1-1
EX. W3-3
~~ 6 TYP '-✓--....-1 17' .,,.. _,-
----R/W -
22 1 \'
' 14 ~ 14
.,,..
~ .,,.
f DWY 2.,•
-""'=~~::::0-: • TE.. • •. - -..
EX. "DO NOT ENTER" SIGN
EX. SNS(5),
SNS(4),
R1-1
11'
~===;::=:::;:z====5 7:-+--""\ "DO NOT ENTER" SIGN
E~~~;=~~=-~=-e·~-~\-~~~~.:;--::::::~~-::---
CONSTRUCTION NOTES
(D APPLY 12" THERW'LASTIC LIMIT LINE PER CALTRANS REVISED SP (201B) A24G AND DETAIL •c• ON SHEET 20. @ APPLY WHITE THERMOPLASTIC CONTINENTAL CROSSWALK PER DETAIL •c• ON SHEET 20. @APPLY 6" WHITE BIKE LANE LINE PER CA-WTCD FIGURE 3A-112 (CA), DETAIL 39. (D APPLY 12" WHITE DIAGONAL HATCHING AT 45 DEGREES AT 40' SPACING. DIAGONAL HATCHING ALONG RED CURB SHALL BE AT 20' SPACING. DIAGONAL HATCHlt,13 WITHIN STRIPED MEDIANS SHALL BE YELLOW. @ APPLY 6" WHITE BIKE LANE INTERSECTION LINE PER CA-MUTCD FIGURE 3A-112 (CA), DETAIL 39A. @ APPLY GREEN ENNIS-Fl...lNT 985216 GREEN STOOARD FAST DRY WATERBORNE 1952 1/2 TRAFFIC PAINT, PRODUCT COLOR GREEN (34115) WITH REFLECTIVE GLASS BEADS OR APPROVED EQ\JAL PER DETAIL "A" OR DETAIL "B" ON SHEET 20. PAINT TO MEET FEDERAL SPEC TT-P-1952F TYPE I At{) II.
G) APPLY 4" DOUlLE YELLOW TWO-DIRECTION NO-PASSING LINE PER CA-MUTCD FIGLR: JA-104 (CA), OCTAIL 22. @ APPLY 4" DOUlLE YELLOW MEDIAN ISLAND STRIPING PER CA-MUTCD FIGURE 3A-107 (CA), DETAIL 29. @) APPLY 4" WHITE LANE LINE PER CA-MUTCD FIGURE 3A-102 (CA). DETAIL B. @APPLY 8" WHITE CHANNELIZING LINE PER CA-IIJTCD FIGURE 3A-112 (CA), DETAIL 38. @ APPLY RED PAINT TO CURB.
@ APPLY WHITE THERMOPLASTIC "HELMETED BICYCLIST SYMBOL" AND ARROW PAVEMENT !AARKINGS PER CA-MUTCD FIGURE 9C-3, OPTION B.
@ APPLY WHITE THERMOPLASTIC PAVEMENT MARKlt,13 WORD PER CA-MUTCD FIGURE 38-23. WORD PER PLAN. "STOP" PAVEMENT MARKlt,13 AT LIMIT LINES SHALL BE B' FROM LIMIT LINE.
EXISTING SIGN LEGEND
STOP
I 4-WAY I
R1-1 R1-3P(MOD)
(30 X 30) ( 1B X 6)
IJ I ONE WAY:>11
R6-1 (R)
(36 X 12)
R7-9
(12 X 18)
SPEED
LIMIT
35 R2-1(35)
(24 X 30)
NO PED CROSSING
<? USE CROSSWAlJ(
R49(CA)(L)
(42 X 18)
RIGHT LANE
MUST
TURN RIGHT
R3-7
(30 X 30)
NO PED CROSSING
USE CROSSWAlJ( ¢
R49(CA)(R)
(42 X 18)
DO NOT
ENTER
R5-1
(30 X 30)
W3-1
(30 X 30)
@ APPLY WHITE THERMOPLASTIC PAVEMENT MARKlt,13 ARROW PER CA-MUTCD FIGURE 38--24. ARROW PER PLAN. @) REMOVE EX !STING SIGN FROM POST OR STREET LIGHT POLE. SIGN PER PLAN. @ REMOVE EXISTING SIGN At{) POST. SIGN PER PLAN. REPAIR EXISTING SURFACE IN KIND.
I Ponto er~ I
SNS(1)
I Avenida Encinas ~ I
SNS(2)
I Dory..,~ I
SNS(3)
I Avenida Encinas~ I
SNS(4)
@ FURNISH At{) INSTALL NEW SIGN(S) ON NEW POST. BOTTOM OF LOWEST SIGN SHALL BE MINIMUM 7' FROM FINISHED SURFACE. SIGN(S) PER PLAN.
@ FURNISH At{) INSTALL NEW SIGN ON EXISTING POST OR STREET LIGHT POLE. BOTTOM OF LOWEST SIGN SHALL BE MINIMUM 7' FROM FINISHED SURFACE. SHIFT SIGNS AS NECESSARY. SIGNS PER PLAN. INSTALL NEW SIGN POST AS NECESSARY.
@ FURNISH At{) INSTALL NEW TYPE I PEDESTRIAN BARRICADE AND R49(CA)(R) SIGN PER CALTRANS SP (2018) ES-7Q. REPAIR EXISTING SUlFACE IN Kit{).
@ APPLY 4" WHITE LANE LINE EXTENSION PER CA-MUTCD FIGURE 3A-112 (CA). DETAIL 40. @ REMOVE EXISTING CONFLICTING STRIPING OUTSIDE OF LIMITS OF A.C. PAVEMENT OVERLAY. © EXISTING STRIPING TO REMAIN.
6)
"BUS" SIGN
I TI@TI
"BUS" PLACARD
DO !'OT
ENTER
EXIT
01"-l. y
"DO NOT ENTER" SIGN
POSTED SPEED LIMIT 35t.f'H
--
LIMITS OF OVERLAY At{) NCTD R/W
-(TYP.) 4
29 =-
50' BI/(£~
Sf£ TAPfR CAL.c 1
3 265'
4 (TYP.)
94, (TYP.)
LIMITS OF OVERLAY
At{) NCTD R/W
R
EX. SNS(6),
SNS(4),
R1-1
EX. R1-3P(MOO)@)
R1-3P@
EX. R7-9. 19
R26(CA) 22
.........
EX. R1-1.
EX. R1-3P(MOD)@)
R1-3P@
EX. SNS(7),
SNS(4)
PROPOSED SIGN LEGEND
~
y ll<JlNE WAY I II
R5-1a
(36 X 24)
W3-3
(30 X 30)
I Meridian .., ~ I
SNS(5)
R6-1 (L)
(36 X 12)
W14-1(MOO)
(30 X 30)
I Portage .., ~ I
SNS(6)
I Marlin"'~
SNS(7)
DIAL TOLL FREE
8-1-1
AT LEAST TWO DAYS
BEFORE YOU DIG
I.NIERGROUND SUMCE ALERT OF' SWlHERN CALIFORtlA
I
NO
~ PARKING
ANY NOPW~G
<?Trail IALL WAY I TIME USE CROSSWAlJ( cl)
R1-3P R26(CA) R49(CA)(R) "TRAIL• SIGN (L)
(18 X 6) (12 X 18) (42 X 18)
40 20 0
.___I~
~~'!: O,t ~ S' v. ~'-ft<".:
/:gl)C~ ~~
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L.&.I :"-~ ,,,
"" ~ NO. 86675 . ""
.. EXP. 3/31/'JJ *
.r~ C/V\\. 11-~
'tor c~,,~lii
2/7/'lO'JJ
<1>. q
DATE INITIAL
5973 A\£NIDA ENCINAS, SUITE 218, CARLSBAD. CA 92008 ENGINEER OF WORK REVISION DESCRIPTION PHONE: 760-602-4290 WWW.STCTRAFFIC.COM
NClD R/W
40 I
TAPER LENGTH CALCULATIONS
1. MIN. SHIFT TAPER = L / 2 = (2.5') X (35n2) / 60 / 2 = 26'-85'
2. MIN. BIKE TAPER = L / 3 = ( 4') X (20n2) / 60 / 3 = 28' -50' L = LENGTH OF TRANSITION FOR SPEEDS OF 40 MPH OR LESS
=WXSA2/60
W = OFFSET
S = APPROACH SPEED
. W14-1(MOIJ)
IMITS OF OVERLAY (TYP.)
R1-1.
. R1-3P(MOO)
1-:JP TYP
GENERAL NOTES
EX. W3-1
11'
-R/W -
1. CONTRACTOR SHALL REFRESH ALL EXISTING PAINTED RED Cl.RB.
LEGEND
X !AATCH EXISTING STRIPING INDICATION
.-START /Et{) CURB PAINT It{) !CATION
80 120
SCALE: 1 "=40 '
LlJJ CITY OF CARLSBAD ~ TRANSPORTATION DEPARTMENT 1 9
SIGNING AND STRIPING PLAN FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
STA. 10+00 TO 34+75
APPROVED ffe~ ~ HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
I
I DRAWING NO. OWN BY: GP PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: CL CITY APPROVAL RVWD BY: GI 6004 DWG 536-6 OTHER APPROVAL Jl '-'.._ __________________________________________________________________________________ ...,.
AVENIDA ENCINAS
DWY
AVENIDA ENCINAS
WINDROSE CIR
TRAFFIC
SEE SHEET 23
MATCHLINE 53+50
MATCHLINE C
SEE ABOVE RIGHT
SEE SHEET 21MATCHLINE 34+75
SEE BELOW LEFT
MATCHLINE 42+50
02/14/2023
-~
~
C
Jl
---·•·-·•
EX. "TRAIL" SIGN (R).
EX. R7-9.@)
R26(CA)@
GENERAL NOTES
------
LIMITS OF OVERLAY (TYP.)
EX. R1-1,
R4-7,
N1(CA)
"TRAIL" SIGN (L)
--
1. CONTRACTOR SHALL REFRESH ALL EXISTII\G PAINTED RED Cl.RB. EX. R2-1 (35)
CONSTRUCTION NOTES
-
--
(D APPLY 12" THEIUJPLASTIC LIMIT LINE PER CALTRANS REVISED SP (2018) A24G AND DETAIL •c• ON SHEET 20. (I} APPLY WHITE THERMOPLASTIC CONTINENTAL CROSSWALK PER DETAIL •c• ON SHEET 20. @ APPLY 6" WHITE BIKE LANE LINE PER CA-tl.JTCD FIGURE 3A-112 (CA), DETAIL 39.
G) APPLY 12" WHITE DIAGONAL HATCHII\G AT 45 DEGREES AT 40' SPACING. DIAGONAL HATCHING ALONG RED CURB SHALL BE AT 20' SPACING. DIAGONAL HATCHII\G WITHIN STRIPED MEDIANS SHALL BE YELLOW. @ APPLY 6" WHITE BIKE LANE INTERSECTION LINE PER CA-tl.JTCD FIGURE 3A-112 (CA), DETAIL 39A. @ APPLY GREEN ENNIS-FLINT 985216 GREEN STANDARD FAST DRY WATERBORNE 1952 1/2 TRAFFIC PAINT, PRODUCT COLOR GREEN (34115) WITH REFLECTIVE GLASS BEADS OR APPROVED EQUAL PER DETAIL "A" OR DETAIL "B" ON SHEET 20. PAINT TO MEET FEDERAL SPEC TT-P-1952F TYPE I A~ II.
G) APPLY 4" DCUlLE YELLOW TWO-DIRECTION t«l-PASSING LINE PER CA-MUTCD FIGURE 3A-104 (CA), DETAIL 22. @ APPLY 4" DCUlLE YELLOW MEDIAN ISLAND STRIPING PER CA-MUTCD FIGURE 3A-107 (CA), DETAIL 29. @APPLY 8" WHITE CHANNELIZING LINE PER CA-MUTCD FIGURE 3A-112 (CA), DETAIL 38. @APPLY RED PAINT TO CURB.
@ APPLY WHITE THERMOPLASTIC "HEL!ETED BICYCLIST SYt.llOL" AND ARROW PAVEMENT MARKINGS PER CA-tl.JTCD FIGURE 9C-3, OPTION B.
@ APPLY WHITE THERMOPLASTIC PAVEt.ENT MARKING WORD PER CA-MUTCD FIGURE 3B-23. WORD PER PLAN. "STOP" PAVEt.ENT MARKING AT LIMIT LINES SHALL BE 8' FROM LIMIT LINE. @) APPLY WHITE THERMOPLASTIC PAVEt.ENT MARKING ARROW PER CA-tl.JTCD FIGURE 38-24. ARROW PER PLAN. @) ROOVE EX !STING SIGN FROM POST OR STREET LI GI-IT POLE. SIGN PER PLAN. @ REWVE EXISTING SIGN A~ POST. SIGN PER PLAN. REPAIR EXISTING SURFACE IN KIND. @ FURNISH A~ INSTALL NEW SIGN(S) ON NEW POST. BOTTOM OF LOWEST SIGN SHALL BE MINIMUM 7' FROM FINISHED SURFACE. SIGN(S) PER PLAN.
@ FURNISH A~ INSTALL NEW SIGN ON EXISTING POST OR STREET LIGHT POLE. BOTTOM OF LOWEST SIGN SHALL BE MINIMUM 7' FROM FINISHED SURFACE. SHIFT SIGNS AS NECESSARY. SIGNS PER PLAN. INSTALL NEW SIGN POST AS NECESSARY.
@ APPLY YELLOW PAINT TO MEDIAN NOSE.
@ ROOVE EXISTING CONFLICTING STRIPING OUTSIDE OF LIMITS OF A.C. PAVEMENT OVERLAY. ® EXISTII\G STRIPING TO REMAIN.
I
EX. R26(MOD5).
R26(CA)
~1_:::::~~f.~3~ 8
\J
13'
8'
~wr::..:::...-::...--=_===\l~------~::r...:.L-:: -
17 STOP
6(CA)
EX. SNS( 1),
SNS(2),
R1-1
19 EX. R7-9.
22 R26(CA)
-,
~
--
TAPER LENGTH CALCULATIONS
-=...._48
-
1. MIN. BIKE TAPER= L / 3 = (10') X (35A2) / 60 / 3 = 69'-100' L = LENGTH OF TRANSITION FOR SPEEDS OF 40 MPH OR LESS
= W X SA2 / 60
W = OFFSET
S = APPROACH SPEED
LEGEND
X MATCH EXISTING STRIPING !~!CATION
" START /END CURB PAINT !~!CATION
-
-
-
49 -
EX. W9-2. 19
EX. R7-9. 19
R26(CA)
-
-
DIAL TOLL FREE
8-1-1
AT LEAST TWO DAYS
BEFORE YOU DIG
I.NIERGROUND SUMCE ALERT OF' SWlHERN CALIFORtlA
/
19 EX. R7-9.
2 R26(CA)
EX. R4-7,
N-1(CA)
~ O,t
~~~ J. ft<".:
~ :>: 1 ·~ "' n - ~ ,e
L.&.I --,,,
"" ~ NO. 86675 • ""
.. EXP. 3/31/'JJ *
.r~ C/V\\. 11-~
'tor c~,,~lii
2/7/'lO'JJ
<1>. q
5973 A\£NIDA ENCINAS, SUITE 218, CARLSBAD. CA 92008
PHONE: 760-602-4290 WWW.STCTRAFFIC.COM
DATE INITIAL
ENGINEER OF WORK
EXISTING SIGN LEGEND
SPEED DO LIMIT
STOP 35
NOT
I I!~ PASS At£
R1-1 R2-1(35) R4-1 R4-7 R7-9 R26(MOD5) W4-2
(30 X 30) (24 X 30) (24 X 30) (24 X 30) (12 X 18) (12 X 18) (36 X 36) W9-2
(36 X 36)
N-1(CA)
I Windrose ci-~ I
SNS(1)
I Avenida Encinas ~ I
SNS(2)
~Trail
"TRAIL" SIGN (L)
PROPOSED SIGN LEGEND
RIGHT LANE
MUST
lURN RIGHT
R3-7
(30 X 30)
EX. R2-1(35)
EX. R7-9. 1
R26(CA)
BEGIN
RIGHT TURN LANE
r:?
YIELD TO BIKES
R4-4
(36 X 30)
40 20 0
1-~
l/iQl PARKING
ANY
TIME
R26(CA)
(12 X 18)
40 I
SCALE: 1 "=40 '
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
w
Trail~
"TRAIL" SIGN (R)
80 120
1--1
~ CITY OF CARLSBAD ~ TRANSPORTATION DEPARTMENT 2 9
SIGNING AND STRIPING PLAN FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
STA. 34+75 TO 53+50
APPROVED (/4~ ~ HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: GP
I
PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: CL
CITY APPROVAL RVWD BY: GI 6004 DWG 536-6
'-'------------------------------------------------------------------------------------------------------------------------------------------------ 5558ICV/WV58.95
SAN CARLOS ST
AVENIDA ENCINAS
6585
AD1 B
64.03 6586
AD1
64.07 6587
AD1
64.02 6588
AD1 CLO
63.98 SAN LUCAS ST
SHOPPING
CENTER DWY
AVENIDA ENCINAS
TRAFFIC
MATCHLINE 53+50
SEE SHEET 22
MATCHLINE 64+70SEE BELOW LEFT
SEE ABOVE RIGHTMATCHLINE 64+70
MATCHLINE 75+75SEE SHEET 24
POINSETTIA LN
SHOPPING
CENTER DWY
02/14/2023
"' 21
N
ti
-"
~
·;;;
~
C
Jl
10'
a·
11'
EX. RED C\Rl LIMITS OF OVERLAY (TYP.)
18 IV(R)
-;
10 11 '
X. R7-9.
4-4,
26(CA)
w
66'
EX. RED MB
EX. R49(CA)
/'
EX. R4-7,
/ N-1(CA)
2 25 22' 1 / EX. Rl-1
,, __ EX. R4-7,
6 N-1(CA}~ (f'
,
EX. W3-3 0
EX. W3-3.
@) EX. R7-9.
@R26(CA)
.--
7' 3'
11 '
150' 3
-11 '
10'
1 I '
SIGNAL Af£AD 17
EX. R26(CA)_/'
R4-4 21
~.lffi~hl.~ ___!_ftt!r= E ~ I EX. R4-7,
s 2 5 ·;·;,;-;; N-l CA
--IV(L - 16' S
X. R4-7,
CA) 8
.-- -
.-- ...-: IV(L) 14 _
EX. RED CURB ~ --- ~ 1
~~---~-w
3 ~ 7fuacf·{;J~:c.~!:~~~d:: 2 , ~ 1
r 14' IV(R),
- -
V(L
-1---
-
~~~~~~ff;:_~t=-=---=-=-~~-::::. -_ ~~r_;:-;~il~---:;;_=;;.~-y"==~~ 1/i) 51 • 2 ~29 EX. R3-7 EX. R10-15 ~l • ~~-!-~!.! I I I I I :::
6 (TYP.) ••••••
LIM ITS OF OVERLAY ( TYP. ) --lf--t':: 11 '
3'
4 EX. R3-18, @) 14
•- R6-1(R), 2 N-1 (CA)
-----------------
23' 1 ~ __ff\
STOP ~z LIMITS OF
EX. Rl-l OVERLAY (TYP.)
CONSTRUCTION NOTES
'°' -~ 4 (TYP.)
13 30' 17 Af£AD
17 SIGNAL 20 EX. W74(CA)
20 EX. W3-3,
21 W3-3
21 R26(CA)
(D APPLY 12" Tf£RMOPLASTIC LIMIT LINE PER CALTRANS REVISED SP (2018) A24G AND DETAIL 'C' ON SHEET 20. @ APPLY WHITE Tf£RMOPLASTIC CONTINENTAL ffiOSSWALK PER DETAIL •c• ON SHEET 20. @ APPLY 6" WHITE BIKE LANE LINE PER CA-t.UTCD FIGURE 3A-112 (CA), DETAIL 39. posW SPEED u1,1n 35lA'H
G) APPLY 12" WHITE DIAGONAL HATCHING AT 45 DEGREES AT 40' SPACING. DIAGONAL HATa-tING ALONG RED Clffl SHALL BE AT 20' SPACING. DIAGONAL HATCHING WITHIN STRIPED MEDIANS SHALL BE YELLOW. @ APPLY 6" WHITE BIKE LANE INTERSECTION LINE PER CA-t.UTCD FIGURE 3A-112 (CA), DETAIL 39A. @ APPLY GREEN ENNIS-FLINT 985216 GREEN STANDARD FAST DRY WATERBORNE 1952 1/2 TRAFFIC PAINT, PRODUCT COLOR GREEN (34115) WITH REFLECTIVE GLASS BEADS OR APPROVED EQUAL PER DETAIL "A' OR DETAIL "B" ON SHEET 20. PAINT TO MEET FEDERAL SPEC TT-P-1952F TYPE I AND II. (j) APPLY 4" DOUBLE YELLOW TWO-DIRECTION NO-PASSING LINE PER CA-IIJTCD FIGURE 3A-104 (CA), DETAIL 22. @) APPLY 4" WHITE LANE LINE PER CA-MUTCD FIGURE 3A-102 (CA). DETAIL 8. @APPLY 8" WHITE CHANNELIZING LINE PER CA-MUTCD FIGURE 3A-112 (CA), DETAIL 38. @ APPLY 4" PARKING STALL MARKINGS PER DETAIL 'D" ON SHEET 20. SPACING PER PLAN. @APPLY RED PAINT TO CURB.
@ APPLY WHITE Tf£RMOPLASTIC "BIKE LANE" AND ARROW PAVEMENT MARKINGS PER CA-IIJTCD FIGURE 38-23 (CA) AND FIGURE 9C-3. MARKING SIZE SHALL BE PER FIGURE 9C-3. @APPLY WHITE Tf£RMOPLASTIC PAVEMENT MARKING WORD PER CA-MUTCD FIGURE 38-23. WORD PER PLAN. "STCP" PAVEMENT MARKING AT LIMIT LINES SHALL BE 8' FROM LIMIT LINE. @) APPLY WHITE Tf£RMOPLASTIC PAVEMENT MARKING ARROW PER CA-MUTCD FIGURE 38-24. ARROW PER PLAN. @) REMOVE EX !ST! NG SIGN FROM POST OR STREET LIGHT POLE. SIGN PER PLAN. @ REMOVE EXISTING SIGN AND POST. SIGN PER PLAN. REPAIR EXISTING Slff'ACE IN KIND. @ FURNISH AND INSTALL NEW SIGN(S) ON NEW POST. BOTTOM OF LOWEST SIGN SHALL BE MIN!t.Ut 7' FROM FINISHED Slff'ACE. SIGN(S) PER PLAN. @ FURNISH AND INSTALL NEW SIGN ON EXISTING POST OR STREET LIGHT POLE. BOTTOM OF LOWEST SIGN SHALL BE MINIMUM 7' FROM FINISHED SURFACE. SHIFT SIGNS AS NECESSARY. SIGNS PER PLAN.
INSTALL NEW SIGN POST AS NECESSARY.
@ APPLY YELLOW PAINT TO MEDIAN NOSE.
@ REMOVE EXISTING CONFLICTING STRIPING OUTSIDE OF LIMITS OF A.C. PAVEMENT OVERLAY. © EXISTING STRIPING TO REMAIN.
E HE----+- -fll
I
EX. R26(CA I
EX. RED CURB
EX. R26(CA)
E
E ~ =!=rd-+:Jl '
~ ' j
EX. 'COASTER"
SIGN
GENERAL NOTES
EX. R26(MOD1),
R26(MOD4)
1. CONTRACTOR SHALL REFRESH ALL EXISTING PAINTED RED CURB.
TAPER LENGTH CALCULATIONS
1. MIN. BIKE TAPER = L / 3 = {10') X {35A2) / 60 / 3 = 69' -85'
2. MIN. BIKE TAPER = L / 3 = {10') X {35A2) / 60 / 3 = 69' - 100'
3. MIN. MERGE TAPER = L = (11') X (35A2) / 60 = 225'
L = LENGTH OF TRANSITION FOR SPEEDS OF 40 MPH OR LESS
=WXSA2/60
W = OFFSET
S = APPROACH SPEED
LEGEND
X MATCH EXISTING STRIPING INDICATION
.., START /END CURB PAINT INDICATION
DIAL TOLL FREE
8-1-1
AT LEAST TWO DAYS
BEFORE YOU DIG
~ O,t
~~~ J. ft(".:
~ :>< 1 ·~ "' n; -~ ,e
u..l -- ,,.,
"" NO. 86675 • ""
,ti :;EXP. J/31/'JJ *
.r~ CJV\\. '/\.~
It OF C~l.l~l:S
2/1/'1»23
<f).
q
DATE
B8
INITIAL
5973 A.VENIDA. ENCIK\13, SUITE 21 B. CARLSBAD. CA 92008 ENGINEER OF WORK UNDERGROIKI SER\'ICE ALERT OF' SOUTHERN CM.FORNIA PHONE: 760-602-4290 WWW.STCTRAFF'IC.COM IV
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17 SIGNAL AHEAD
18 IV
EX. R3-7
EX. R2-1(35),
R26(MOD1),
R26(MOD2),
R26(MOD4)
3-3
40 20 0
I.____.~
REVISION DESCRIPTION
EX. RED CURB
18 VI (L)
EXISTING SIGN LEGEND
STOP
R1-1
(30 X 30)
SPEED
LIMIT
35 R2-1(35)
(24 X 30)
RIGHT LANE
MUST
lURN RIGHT
R3-7
(30 X 30)
~~ (f
CJ,ILY ONLY CJ,ILY
R3-8b
(VARIES X 30)
®
II I oNE wA(>[I ~ .......
R3-18 R4-7 R6-1(R) R7-9
(24 X 24) (24 X 30) (36 X 12) (12 X 18)
lURNING ,. lliQJ }lQ] PARKING NO rs SllE NO 1IIS SllE
VEHICLES PARKING PARKING PARKING
BEYOND 8~-1011f 10 ,Qll · !."lll"
"WToit
ANY 2 "' ... 2 .le 4
TIME MARKED SPACE llEllAY llEllAY ______ _._
SDmSWilPIIG SDmSWilPIIG
·----- c.u.c. 1n40.150 c.11.c. 1n40.150
Rl0-15 R26(CA) R26(MOD1) R26(MOD2) R26(MOD4)
(30 X 30) (12 X 18) (18 X 18) (12 X 18) (12 X 18)
® 010 NO PED CROSSING
¢, USE CR05SWAU( BIKE LANE
R30E( CA)( MOD) R49(CA) R81 (CA) W3-3
(24 X 24) (42 X 18) ( 12 X 8) (30 X 30)
otYAi
W74(CA)
(36 X 36)
N-1(CA) "COASTER" SIGN
PROPOSED SIGN LEGEND
19 EX. R30E(CA)(MOD).
R4-4,
R26(CA)
4 (TYP.)
40 I
SCALE: 1 "=40 '
DATE INITIAL
OTHER APPROVAL
80 120
1--1
RIGHT LANE
MUST
lURN RIGHT
R3-7
(30 X 30)
R4-7
(24 X 30)
W4-2
(36 X 36)
~~ (f
CJ,ILY ONLY CJ,ILY
R3-Bb
(VARIES X 30)
}jQj
PARKING
ANY
TIME
R26(CA)
(12 X 18)
W9-1
(36 X 36)
BEGIN
RIGHT TURN LANE
t:?
YIELD TO BIKES
R4-4
(36 X 30)
W3-3
(30 X 30)
N-1(CA)
~ CITY OF CARLSBAD Ll2J TRANSPORTATION DEPARTMENT 3 9
SIGNING AND STRIPING PLAN FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
STA. 53+50 TO 75+75
APPROVED f/444-Wt-~ HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: GP
I
PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: CL
CITY APPROVAL RVWD BY: Cl 6004 DWG 536-6
"'------------------------------------------------------------------------------------------------------------------------------------------------
EMBARCADERO LN (S)
AVENIDA ENCINAS RAINTREE DR
MACADAMIA DR
AVENIDA ENCINAS
TRAFFIC
SEE SHEET 23
MATCHLINE 75+75
MATCHLINE 87+10
SEE BELOW LEFT
SEE ABOVE RIGHT
MATCHLINE 87+10
SEE SHEET 25
MATCHLINE 99+00
02/14/2023
-~
~
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-
12 185' 7
20 21'(TYP.
EX. R26(MOD1),
R26(MOD3)
EX. R26(MOD1).
R26(MOD2),
R26(t.m3)
-EX. RED
CURB
EX. R26(MOD4)
. R30E(MOD).
6(CA)
POsTED sPE£0 LIMIT 351,ffl
EX. RED
CURB
,_ -
3 611'
EX. RED C
21'(TYP.
EX. R26(MOD1),
R26(MOD4).
R26(MOD3)
GENERAL NOTES
1. CO,TRACTOR SHAU. REFRESH ALL EXISTIJ\¥3 PAINTED RED CURB.
LEGEND
X MATCH EXISTING STRIPIJ\¥3 INDICATION
,. START/END CURB PAINT INDICATION
CONSTRUCTION NOTES
(D APPLY 12" THERl.«ll'LASTIC LIMIT LINE PER CALTRANS REVISED SP (2018) A24G AND DETAIL •c• ON SHEET 20. @ APPLY WHITE THERMOPLASTIC CONTINENTAL CROSSWALK PER DETAIL •c• ON SHEET 20. @APPLY 6" WHITE BIKE LANE LINE PER CA-WTCD FIGURE 3A-112 (CA), DETAIL 39. (D APPLY 12" WHITE DIAGONAL HATCHIJ\¥3 AT 45 DEGREES AT 40' SPACING. DIAGONAL HATCHING ALONG RED CURB SHALL BE AT 20' SPACING. DIAGONAL HATCHING WITHIN STRIPED MEDIANS SHAU. BE YELLOW. @ APPLY 6" WHITE BIKE LANE INTERSECTION LINE PER CA-tlJTCD FIGURE 3A-112 (CA), DETAIL 39A. @ APPLY GREEN ENNIS-FLINT 985216 GREEN STAl'IJARD FAST DRY WATERBORNE 1952 1/2 TRAFFIC PAINT, PRODUCT COLOR GREEN (34115) WITH REFLECTIVE GLASS BEADS OR APPROVED EQUAL PER DETAIL "A" OR DETAIL "B" ON SHEET 20. PAINT TO MEET FEDERAL SPEC TT-P-1952F TYPE I AND II.
(D APPLY 4" IJOlllLE YELLOW TWO-DIRECTION NO-PASSING LINE PER CA-MUTCD FIGURE 3A-104 (CA), OCTAIL 22. @ APPLY 4" IJOlllLE YELLOW MEDIAN ISLAND STRIPING PER CA-MUTCD FIGURE 3A-107 (CA), DETAIL 29. @ APPLY 4" IJOlllLE YELLOW TWO-WAY LEFT TURN LANE STRIPING PER CA-MUTCD FIGURE 3A-108 (CA). DETAIL 32. @APPLY 8" WHITE CHANNELIZING LINE PER CA-WTCD FIGURE 3A-112 (CA), DETAIL 38. @ APPLY 4" PARKING STALL MARKINGS PER DETAIL "D" ON SHEET 20. SPACING PER PLAN. @APPLY RED PAINT TO CURB.
@ APPLY WHITE THERMOPLASTIC "HELt.ETED BICYCLIST SYMBOL" AND ARROW PAVEMENT MARKINGS PER CA-tlJTCD FIGURE 9C-3, OPTION B.
@ APPLY WHITE THERMOPLASTIC PAVEMENT MARKING WORD PER CA-MUTCD FIGURE 38-23. WORD PER PLAN. "STOP" PAVEMENT MARKING AT LIMIT LINES SHALL BE 8' FROM LIMIT LINE.
@) APPLY WHITE THERMOPLASTIC PAVEMENT MARKING ARROW PER CA-tlJTCD FIGURE 38-24. ARROW PER PLAN. @) REMOVE EX !STING SIGN FROM POST OR STREET LIGHT POLE. SIGN PER PLAN. @ FURNISH AND INSTALL NEW SIGN ON EXISTING POST OR STREET LIGHT POLE. BOTTOM OF LOWEST SIGN SHALL BE MINltlJM 7' FROM FINISHED SURFACE. SHIFT SIGNS AS NECESSARY. SIGNS PER PLAN. INSTALL NEW SIGN POST AS NECESSARY. @ REMOVE EX !STING RED CURB PAI NT.
@ REMOVE EXISTING CONFLICTING STRIPING OUTSIDE OF LIMITS OF A.C. PAVEMENT OVERLAY. -
-
(TYP.) 4
EX. RED CURB
EX. R26(MOD1),
R26(MOD2),
R26(MOD3)
EX. R26(MOD1),
R26(MOD2),
R26(MOD3)
--
EXISTING SIGN LEGEND
STOP
R1-1
(30 X 30)
®
R3DE(MOD)
(24 X 24)
30 l~I
l~I ZONE
AHEAD I I
R2-4(CA)(30) R3-9(MOD)
(24 X 30)
00 BIKE LANE
R81(CA) W1-3(L)
( 12 X 8) (30 X 30)
R4-7
4 EX. R3-9(MOD),
RBI (CA).@)
RB1(CA)@
llQJ PARKING
BEYOND
MARKED SPACE
---·---·------
R26(MOD1)
(24 X 30) (18 X 18)
25 MPH
W13-1P(25) N-4(CA)
(18 X 18)
NOL!tis~ NO
PARKING PARKING 8 A.II. -10 A.Iii.
2ND &: 41H 11:00 PM 11£9!AY TO SIRIETSEl'Nl 5:00 AM ~II.~ 10.<I0.150 R26(MOD2) R26(MOD3)
(12 X 18) (12 X 18)
I Raintree °' ~ I
SNS(1)
- - -
-t 14
NO fSSllE
PARKING
1DA.M.-P«Xlt
211> &: 41H
11£9!AY
SIRIETSEPIIG
~M.~ 10.<I0.150
R26(MOD4)
(12 X 18)
I Raintree °' ~ I
SNS(2)
EX. R26(MOD1),
R26 ( MOD2 ) ,
R26(MOD3)
188' 3
- -
12 21'(TYP.)
EX. R26(MOD1),
R26(MOD4),
R26(MOD3)
/W
1220'(TYP.)
4 (TYP.)
4 (TYP.)
EX. R26(MOD1),
R26(MOD3)
_21' TYP.) 12
'
O'(TYP.)
EX. RED
CURB
5 40'
5 46'
EX. R2-4(CA)(30),
R26(MOD1),
R26(MOD4),
R26(MOD3)
PROPOSED SIGN LEGEND
]ill
25 PARKING
&0 ANY
MPH TIME BIKE LANE
R26(CA) RBI (CA) W13-1P(25)
(12 X 18) ( 12 X 8) (18 X 18)
I Avenida Encinas ~ I I Macadamia °'~I I Avenida Encinas ~ I I Macadamia °'~I I Embarcadero "-1 I Avenida Encinas ~ I SNS(3) SNS(4) SNS(5) SNS(6) SNS(7) SNS(8)
DIAL TOU. FREE
8-1-1
AT LEAST TWO DAYS
BEFORE YOU DIG
I.NIERGROUND SUMCE ALERT OF' SWlHERN CALIFORtlA
~ O,t
~~~ J. ft<".:
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L.&.I --,,,
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.. EXP. 3/31/'JJ *
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5973 A\£NIDA ENCINAS, SUITE 218, CARLSBAD. CA 92008
PHONE: 760-602-4290 WWW.STCTRAFFIC.COM
DATE INITIAL
ENGINEER OF WORK
40 20 0
1-~
REVISION DESCRIPTION
40 80 120
I 1--1
SCALE: 1 • =40 '
~ CITY OF CARLSBAD ~ TRANSPORTATION DEPARTMENT 4 9
SIGNING AND STRIPING PLAN FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
STA. 75+75 TO 99+00
APPROVED (,/444-W<, Aifu:/4,(. HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: GP
I
PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CL OTHER APPROVAL CITY APPROVAL RVWD BY: GI 6004 DWG 536-6 '-'------------------------------------------------------------------------------------------------------------------------------------------------ DWY
136CSLB-13654.06
AVENIDA ENCINAS
TRAFFIC
SEE SHEET 24MATCHLINE 99+00
EMBARCADERO LN (N)
02/14/2023
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~
C
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GENERAL
EX. R26(MOD1),
R26(MOD4},
R26(M003)
NOTES
1. CCJIJTRACTOR SHALL REFRESH ALL EXIST!t--ll PAINTED RED CURB.
LEGEND
X MATCH EXISTING STRIPING INDICATION
~ START/END CURB PAINT INDICATION
CONSTRUCTION NOTES
EX. R26(MOD1),
R26(M002)
R26(M003)
(D APPLY 12" THERMOPLASTIC LIMIT LINE PER CALTRANS REVISED SP (2018) A24G AND DETAIL "C" ON SHEET 20. @ APPLY WHITE THERMOPLASTIC CONTINENTAL CROSSWALK PER DETAIL •c• ON SHEET 20. @APPLY 6" WHITE BIKE LANE LINE PER CA-WTCD FIGURE 3A-112 (CA), DETAIL 39.
EX. R26(t.m1),
R26(MOD3)
G) APPLY 12" WHITE DIAGONAL HATCHING AT 45 DEGREES AT 40' SPACING. DIAGONAL HATCHING ALONG RED CURB SHALL BE AT 20' SPACING. DIAGONAL HATCHING WITHIN STRIPED MEDIANS SHALL BE YELLOW. @ APPLY 6" WHITE BIKE LANE INTERSECTION LINE PER CA-MUTCD FIGURE 3A-112 (CA), DETAIL 39A. @ APPLY GREEN ENNIS-FLINT 985216 GREEN STANDARD FAST DRY WATERBORNE 1952 1/2 TRAFFIC PAINT, PRODUCT COLOR GREEN (34115) WITH REFLECTIVE GLASS BEADS OR APPROVED EQUAL PER DETAIL "A" OR DETAIL "B" ON SHEET 20. PAINT TO MEET FEDERAL SPEC TT-P-1952F TYPE I AND II.
(j) APPLY 4" DOlllLE YELLOW TWO-DIRECTION l'«l-PASSING LINE PER CA-MUTCD FIGURE 3A-104 (CA), IETAIL 22. @ APPLY 4" DOlllLE YELLOW MEDIAN ISLAND STRIPING PER CA-MUTCD FIGURE 3A-107 (CA), DETAIL 29. @ APPLY 4" DOlllLE YELLOW TWO-WAY LEFT TURN LANE STRIPING PER CA-MUTCD FIGURE 3A-108 (CA}, DETAIL 32. @APPLY 8" WHITE CHANNELIZING LINE PER CA-WTCD FIGURE 3A-112 (CA}, DETAIL 38. @ APPLY 4" PARKING STALL MARKINGS PER DETAIL "D" ON SHEET 20. SPACING PER PLAN. @APPLY RED PAINT TO CURB.
@ APPLY WHITE THERMOPLASTIC "HELMETED BICYCLIST SYMBOL" AND ARROW PAVEMENT MARKINGS PER CA-MUTCD FIGURE 9C-3, OPTION B.
@ APPLY 4" WHITE RIGHT EDGEI..INE PER CA-MUTCD FIGURE 3A-106 (CA), IETAIL 27B. @ APPLY WHITE THERMOPLASTIC SHARED LANE MARKING PER CA-MUTCD FIGURE 9C-9. @ APPLY WHITE THERMOPLASTIC PAVEMENT MARK!t--ll WORD PER CA-MUTCD FIGURE 3B-23. WORD PER PLAN. "STOP" PAVEMENT MARKING AT LIMIT LINES SHALL BE 8' FROM LIMIT LINE.
@) APPLY WHITE THERMOPLASTIC PAVEMENT MARK!t--ll ARROW PER CA-MUTCD FIGURE 38-24. ARROW PER PLAN. @ FURNISH AND INSTALL NEW SIGN ON EXISTING POST OR STREET LIGHT POLE. BOTTOM OF LOWEST SIGN SHALL BE MINIMUM 7' FROM FINISl£D SURFACE. SHIFT SIGNS AS NECESSARY. SIGNS PER PLAN. INSTALL NEW SIGN POST AS NECESSARY. @ REMOVE EXISTING CONFLICTING STRIPING OUTSIDE OF LIMITS OF A.C. PAVEMENT OVERLAY. © EXISTit--ll STRIPING TO REMAIN.
POSTED SPEED LIMIT 35MPH
EX. R2-1(35},
R26(MOD1),
R26(MOD2},
R26(MOD3)
EX. R2-1(30),
R26(M001},
R26(M003)
-
LIMITS OF OVERLAY
EX. R26(M001),
R26(MOD,53)!-f-----'\
EX. RED CURB
EX. R26(M001),
R26(M003)
TAPER LENGTH CALCULATIONS
1. MIN. BIKE TAPER = L / 3 = (10') X {35A2) / 60 / 3 = 69'~100' L = LENGTH OF TRANSITION FOR SPEEDS OF 40 MPH OR LESS
= W X SA2 / 60
W = OFFSET
S = APPROACH SPEED
EX. R26(MOD1),
R26(M002},
R26(M003)
EX. R26(M001},
R26(M003)
100' BIKE TAPEE
SEE TAPER CALC 1
-
EX. RED
CURB
-
5 -
- --
28'
EX. R1-1
EX. R9-3bP
EX. R81 (CA),
R81A(CA)
,---.
• '
1 183'VLIMITS CF
\O'; _ _ ;ik 1 . OVERLAY
EX. W11-2,
w11-1
-
9' EX. R26(CA)
-.......is>?l R4-11
EX. R26(CA),
R81A(CA)
EX. R26(MOD1),
R26(MDD3)
EXISTING SIGN LEGEND
SPEED SPEED
STOP
LIMIT LIMIT
30 35
R1-1 R2-1(30) R2-1(35)
(30 X 30) (24 X 30) (24 X 30)
NO NO JESllE
PARKING PARKING
c#0 •~11.,;,.. 11:00 PM
TO lWDAY
NO lill] PARKING NOU!'S~
PARKING PARKING
USEc::;'.> BEYOND a~-•o~ ANY 2 ac 4
MARKED SPACE TUISDAY
CROSSWALK TIME ---·----
SllmSIUPIIG
·----
CJLC. 1M0.150
R9-3bP R26(CA) R26(M001) R26(MOD2)
(18 X 12) (12 X 18) (18 X 18) (12 X 18)
--
I BEGIN I 5:00 AM SllmS'IIE!m:
BIKE LANE I EMBARCADERO LN ~ I C.liC. 10.40.150
R26(M003) R26(M004) R81 (CA) R81A(CA) W11-1 W11-2 SNS( 1) (12 X 18) (12 X 18) (12 X 8) ( 12 X 5) (30 X 30) (30 X 30) EX. R26(CA)
PROPOSED SIGN LEGEND
~
MAY USE
FULL LANE
R4-11
(24 X 24)
40 20 0 40 80 120
DIAL TOLL FREE
8-1-1
AT LEAST TWO DAYS
BEFORE YOU DIG
I.NIERGROUND SUMCE ALERT OF' SWlHERN CALIFORtlA
~ O,t
~~~ J. ft<".:
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"' n - ~ "#
L.&.I --,,,
"" ~ NO. 86675 , ""
.. EXP. 3/31/'JJ *
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2/7/'lO'JJ
<1>. q
5973 A\£NIDA ENCINAS, SUITE 218, CARLSBAD. CA 92008
PHONE: 760-602-4290 WWW.STCTRAFFIC.COM
1-~ I 1--1
SCALE: 1 "=40 '
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~ CITY OF CARLSBAD ~ TRANSPORTATION DEPARTMENT 5 9
SIGNING AND STRIPING PLAN FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
STA. 99+00 TO 109+50
APPROVED ,¼4,4,Wf,, 11,dd, HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: GP
I
PROJECT NO. I DRAWING NO. CHKD BY: CL
RVWD BY: GI 6004 DWG 536-6
"'------------------------------------------------------------------------------------------------------------------------------------------------ GG
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RW
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TRAFFIC
AVENIDA ENCINAS
SAN CARLOS STREET
SHOPPING CENTER DWY
02/14/2023
-~
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C
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•coNDUCTOR SCHEDULE
AWG POLE OR C(JIIDU IT Rl.NS
OR
& ~ & & ~ CAEli SIZE CIRCUIT
12 CSC POL.£ A 112,113P,113PPB Y,
POL.£ B 113P,!ll3PPB Y, Y,
POL.£ C 114P,!ll4PPB Y, Y, Y,
POL.£ D 116,lf4P 1/ 1/ 1/ 1/
3 csc POL.£ E 114PPB -/, 1/, -/, 1/, -/,
TOTAL 12 CSC / 3 csc 1/, Y, 1/2 ½ 1/4
#10 SAFETY LIGHT!t-¥3 (LTG) 2 2 2 2
#B GROLt-lD (Gt-n) 1 1 1 2 2
DLC 11)2 1
TYPE B 11)6 3 3 3 3
TOTAL DLCs 3 3 3 4
EVP DETECTORS (MODEL 138 CAEli) 1 1 1 2
CONDUIT SIZE (INCHES) 3• 3• 3• 2-3" 2-3"
C(JIIDUIT FILL(%) 8 14 21 16 21
eALL CONDUIT AND CONDLCTORS ARE NEW.
-R/W-
~
Y,
Y,
Y,
1/
1/,
1/4
3 1
3 4
2 3-3•
14 PROPOSED PHASE DIAGRAM
!ll1 !ll2 !ll3
NOT ♦
IN I
I
USE t
NOT NOT
IN IN
USE USE
!ll5 116 117
AVENIDA ENCINAS POSTED SPEED= 35 t.f'H
!ll3P Mil !ll4P SHALL RUN COt..ctJRRENTLY.
!ll4
NOT
IN
USE
118
♦
I
I
t
© STA 65+48
OFFSET 50.0'LT
® STA 65+36
OFFSET 46.B'LT
EX. STREETLIGHT TO REMAIN
EX. WALL (TYP.)---......._
--------__ .#6
•POLE AND EQUIPMENT SCHEDULE
No. STANDARD ., LED
TYPE f£1GHT SIG. M.A. LLM. M.A. LLMINAIRE
@ 19-4-100 30' 30' 15' 120W ■
® 1-A 10' - - -
© 1-A 10' ---
® 24-4-100 30' 35' 15' 120W ■
© PPB POST 5
1 -7
11 ---
eALL EC:UIPMENT IS NEW.
( ■) = Lu.t!NAIRE MAST ARM TO BE ROTATED 90 DEGREES AS SHOWN. ( ♦ ) = PEDESTRIAN !ton !CATIONS SHALL BE LED COl.NlDOWN TYPE. ( • ) = PEDESTRIAN PUSH BUTTONS SHALL BE POI.ARA APS TYPE. (.,) = LED LLMINAIRES SHALL BE GE ERL2-0-16-C3-40-D-GRAY-LY (1600 Lu.ENS).
-------------'"
~ =
SIG MTG • PPB
VEHICLE ♦ PED PHASE C:UAD
2-MAS SV-1-T SP-1-T !ll3P 4
- -SP-1-T !ll3P 4
--SP-1-T !ll4P 2
2-MAS SV-1-T SP-1-T - -
-
.--,.
--!ll4P 2
AS FIRST <HER CF IKR<, 1l£
COO'RI.CTIR stW.l. ....... POTtD..E.... PU.£
LOCATI<H; PRI<R TO au:RIJG Al.ES. IF
CM'LICTS ARE fllN) llRIJG POTlD..IJG,
1l£ COO'RI.CTIR SHALL IIIEDIATELY
r«>TIFY 1l£ CITY. FAIUR: TO IDFLY
stW.l. EE AT 1l£ SW: RESPa'SIBILITY
CF 1l£ aMRAC1lR FIR /Hf LOSS CF
TIIE, AllDITIIJW. COST, AN> !>AME.
~=~---~= --~
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POLE LOCATION SNS REMARKS A I B
SEE PLAN F = 12'
SEE PLAN
SEE PLAN
SEE PLAN
SEE PLAN F = 17'
NOTE: CONSTR\X:T POLE STOOARDS TO CALTRANS 2018
STAt-nARDS. CONTRACTOR SHALL SlllMIT MATERIALS CUT
SHEETS PRIOR TO ORDERING OF MATERIALS.
DETECTOR ASSIGNMENT
PHASE DETECTOR INPUT ASSEMBLY FITA
112 1 IA 1 -I/0 8 FITA1, FIT2, 1-2 QUELE
lie 2 IA2 -I/0 9 FITA2, FIT2, 6-7 QUELE
116 3 IA2 -I/0 10 FITA2, FIT3, 1-2 QUELE
115 4 IA2 -I/0 16 FITA2, FIT6, 1-2 QUELE
!ll3P PPB IA1 -I/0 26 FITA 1, FIT11, 1-2
114P PPB IA1 -I/0 28 FITA 1, FIT12, 1-2
112 EVA IA2 -I/0 24 FITA2, FIT10, 1-2-5
116 EVC IA2 -I/0 25 FITA2, FIT10, 6-7-10
~ ---- -1----II \ -
-\ ------------------
---------------r:::::
~~~
-
63 I-
(VARIES)
( 10')
(6.)
-I 64
150' TO
CROSSWALK
EX. RAISED MEDIAN
--{11')-
65 ® STA 65+43
OFFSET 5. 1' RT
STA 65+47
OFFSET 5.0'LT 6
-----
(8.)
__ _J
-I
I ( 11 ' )
-,-=-----=---~=-----=----=-~-\~l .. ))---=---=---=----=------11 --R-10-7 -. c=_ 1 -r
5 #6~-=-1-=--=-~ ~ ------
_~ ___ -+-_______ cs_· > ______ ---1 EVA 112 s @L__ _ II & 1 1 (14')
-I
---
I ___ ( r /4TA 65+50 A
1 ~ _____ -(10') ----~ ---~~~-ll3P II-OFFSET 44.6'~
----
--fl./W-
GENERAL NOTES
1. ALL EXIST!t-¥3 P.C.C. CURB, GUTTER, AND SIDEWALK IMPACTED BY CONSTRLCTION ASSOCIATED WITH THIS PLAN SHALL BE REPLACED TO THE NEAREST EXIST!t-¥3 JOINTS TO Tf£ SATISFACTION OF THE CITY Et-¥31NEER.
2. TRENCHlt-¥3 SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF CARLSBAD SU'PLEl,ENTAL STANDARD NO. GS-24.
3. CONTRACTOR SHALL COORDINATE WITH CITY FOR TREE RE~VAL NECESSARY FOR INSTALLATION OF POLE@.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR C(JIIFJGURATION AND BENCH TEST!t-¥3 OF EC:UIPMENT PRIOR TO INSTALLATION IN FIELD. ANY DEFICIENCIES SHALL BE NOTED 00 PROMPTLY REPORTED TO CITY Et-¥31NEER.
CONSTRUCTION NOTES
4 [I] FURNISH 00 INSTALL 352i ATC CABINET ON NEW FOLNDATION PER CALTRANS SP (2018) ES-3C. CABINET SHALL HAVE TWO INPUT FILES, A 16 CHANIEL OUTPUT FILE, INTERNAL LED LIGHTS, DOOR SWITCHES, PULL-OUT DOCUMENT DRAWER, Mil CITY SPECIFIED LOCKS. CABINET SHALL BE EC:UIPPED WITH THE FOLLOWING (OR CITY APPROVED ECUAL):
a. TRAFFICWARE MODEL 2070 ATC CONTROLLER WITH SCOUT FIRIIIIARE b. EDI CMUip-2212HV CONFLICT MONITOR
c. EDI AUXILIARY DISPLAY l.NIT FOR ATC CABINET
d . OPTICOM 764 EVP DISCRIMINATOR MODLLE
e . POLICE PANEL PICKLESWITCH
f . APS COr-.rTROL MODULE
g. FIELD ETHERNET SWITCH (TO BE FURNISHED, CONFIGURED, Mil INSTALLED BY CITY IT DEPARTMENT) [I) FURNISH 00 INSTALL 120/240 VOLT DUAL METER TYPE 111-cF SERVICE PEDESTAL WITH FDUt-nATION ~PLETE PER CALTRANS SP (2018) ES-2F 00 SIJG&E JOB I\O. 530000308641, NOTIFICATION NO. 300000542141. CONTRACTOR SHALL COORDINATE WITH SDGlcE FOR SERVICE POINT WELL IN ADVAfll OF NEED. PEDESTAL SHALL BE EQUIPPED WITH TYPE V PHOTOELECTRIC CONTROL l.NIT, "PLl.G-IN" TYPE BREAKERS Mil INCLUJE A 1P-50A TRAFFIC SIGNAL BREAKER (METERED) Mil 1P-30A SAFETY LIGHT BREAKER (LN-METERED).
[l] FURNISH AN) INSTALL ALPHA SE48-2216 EXTERNALLY SIDE t.WNTED BATTERY BACK-LP SYSTEM (BBS) WITH GENERATOR PLUG ASSEl.flLY, MA~AL BYPASS SWITCH, AN) ALPHAGUARD BATTERY CHARGE MANAGEMENT SYSTEM. (I] FURNISH AN) INSTALL SIJG&E PULL OOX AND C(JIIDUIT WITH ELECTRICAL C(JIIDUCTORS AND MULE TAPE FROM SERVICE ENCLOSURE TO SERVICE POINT PER SIJG&E JOO NO. 530000308641, NOTIFICATION NO. 300000542141. [I) FURNISH 00 INSTALL PULL OOX. SIZE PER PLAN.
(Kl FURNISH AN) INSTALL OPT!~ MODEL 721 EMERGENCY VEHICLE DETECTOR PER CITY OF CARLSBAD SPECIFICATIONS. [I] FURNISH 00 INSTALL SIGN ON MAST ARM PER CALTRANS SP (2018) ES-7N, DETAIL "U". SIGN PER PLAN. (ID FURNISH 00 INSTALL 3" SCHEDULE 80 PVC C(JIIDUIT WITH t.U.E TAPE. C(JIIDUCTORS PER PLAN. [[)FURNISH 00 INSTALL TYPE E VEHICLE DETECTOR LOOP PER CALTRANS REVISED SP (2018) ES-58. LOOPS SHALL BE PLACED IN CENTER OF LANE.
I]]] FURNISH 00 INSTALL SIGNS ON TRAFFIC SIGNAL POLE. OOTTOM OF LOWEST SIGN SHALL BE MINI~ 7' FROM FINISl£D SURFACE. SIGN PER PLAN.
4'
2#10(LTG), 1#8
2#6(SVC), 1#8(GND
SCALE: 1 • = 10'
SIGN LEGEND
DO NOT ltillJ. BLOCK PARKING
ANY
INTERSECTION TIME
R10-7 R26(CA)
(24 X 30) (12 X 18)
W4-2
(36 X 36)
----
. TREETLIGHT
TO REMAIN
--. --- ~J_-
DIAL TOLL FREE
8-1-1
AT LEAST TWO DAYS
BEFORE YOU DIG
I.NIERGROUND SUMCE ALERT OF' SWlHERN CALIFORtlA
-----
--- ------- ----- -----
--c
-----~
----"<-----------e:i- --- ~ -
--t;,(J".r
--
~ O,t
~~~ J. ft<".:
~ :>: 1 ·~ "' n - ~ '#
L.&.I --,,,
"" ~ NO. 86675 • ""
.. EXP. 3/31/'JJ *
.r~ C/V\\. 11,.~
'tor c~,,~lii
2/7/'lO'JJ
<1>. q
DATE INITIAL
5973 A\£NIDA ENCINAS, SUITE 218, CARLSBAD. CA 92008 ENGINEER OF WORK PHONE: 760-602-4290 WWW.STCTRAFFIC.COM .------ .--
l
20 10 0
1-~
REVISION DESCRIPTION
--iii
~
----;::;..
20 40 60
I 1--1
SCALE: 1 "=20 '
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
LEGEND
>-PROPOSED EVP DETECTOR
0 PROPOSED VEHICLE DETECTION LOOP
CTr] CITY OF CARLSBAD ~ TRANSPORTATION DEPARTMENT 6 9
PEDESTRIAN SIGNAL PLAN FOR:
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
AT AVENIDA ENCINAS AND SAN CARLOS STREET
APPROVED p¼,uwt. 1:tu/4,£ HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: GP
I
PROJECT NO. I DRAWING NO. CHKD BY: CL
RVWD BY: Cl 6004 DWG 536-6
"'------------------------------------------------------------------------------------------------------------------------------------------------ 5558
ICV/WV
58.95 TRAFFIC
AVENIDA ENCINAS
POINSETTIA LANE
02/14/2023
*CONDUCTOR SCHEDULE
AWG POLE OR C(JIIDU IT Rl.NS
OR
& ~ & & ~ ~ In CAEli SIZE CIRCUIT
12 CSC POL.£ A 112,115,112P,118PPB
POL.£ B 117 ~+oLA,IIBP, 112
POL.£ C 114~,118,114P, 112 Y,
POL.£ D 111,1'2,ll2P ,114PPB Y, 1/,
POL.£ E 111~,116+0LB,116P, 114 ,116PPB 1~1 1~1 1~1 1~1 1~1 POL.£ F 114,lf4P 1/-1/-1/-1/-
POL.£ G 113~+oLA~8P, 116 , 118P Y, Y, Y,
3 csc POL.£ H 115~+oLB,116P, 118 Y, Y,
~ ~ ~ ~
Y, Y,
Y, Y, Y,
Y, Y, Y, Y,
Y, 1/, Y, Y,
~1 ~1
1/-1/-
Y, Y,
Y, Y,
EXISTING PHASE DIAGRAM
\111 112 113 114
i l I -----
__)
l 1 l
~
----- 115 116 117 118
PROPOSED PHASE DIAGRAM
Ex.2·c. J 3-DLC
90'
#3
#30
\
\
(12') (5') TOTAL 12 CSC / 3 csc 1/, 1/, ½ ½ ½ Y, ½ ½ ½ 9/7 9/7 (jB SAFETY LIGHTING (LTG) 2 2 2 2 2 2 2 2
/18 GROLND (G~) 1 1 1 2 2 1 1 1 1 3 3
\111 112 113 114
~] l I -----
__)
5') (12')
EX.2"C, , 3-DLC-h
5 .., I
(11') (12') 1(10') (VARIES) (12')
/16 SERVICE (SVC) 2 2 2 2
11)1 2+ 2+
11)2 6+ 6+ 6+ 6+ 6+
11)3 1+ 1+
DLC 11)4 3+ 3+ 3+ 3+ 3+
2+
6+
1+ l 1 l
3+ 115 116
~
~
\117 ----\118
~,·,. ,
~
TYPE B 11)5 1+ 1+ 1+ 1+ 1+ 1+ AVENIDA ENCINAS POSTED SPEED= 35 "'1-1 POINSETTIA LANE POSTED SPEED= 35 "'1-1
11)6 5+ 5+
11)7 1+ 1+ 1+ 1+
11)8
TOTAL DLCs 4+ 4+ 9+ 11+
EVP DETECTORS (MODEL 138 CAEli) 1 1 2 2 2
CAT6 (RADIO)
CAT6 (TRAFFIC t.EASURING IEVICE)
ALPR POWER CABLE 1 1 1
6PR#22 SIC 2 2
CONDUIT SIZE (INCHES) 2· 3• 3• 2-3" 2-3"
C(JIIDUIT FILL(%) 41 29 45 32 33
* ALL CONDUIT AND CONDLCTORS ARE EXISTING l.NLESS OTHERWISE NOTED. (e) = NEW
( + ) = ABANDON IN PLACE
SIGN LEGEND
7+ 7+
1 1
2· 2·
35 61
5+ 5+
1+ 1+
3+ 6+ 6+ 6+
10+ 14+ 25+ 25+
1 1 4 4
1 1 2 2
1 1
1 1
2 2
3• 3• 3-3• 3-3•
33 45 39 39
-,
I \
', _, .----=-;::::::~
~
(;
EX. 1.5"C, ~ 3-DLC
65' EX. WIRELESS ETHERNET RADIO
( 11')
l ''°) C::-l~')
--'),....,,
l,,·)~
--lvr') ~
#5
2 EX.2"C,2#6(SVC),2(JB(LTG),
1#8(GND), ~ 3-DLC
EX.2"C, 2'6(SVC), 2#B(LTG),
1 /18( GND) , ~ 6-DLC ~~I~~,.
WTo~ NO U TURN
R73-3(CA)
(24 X 24)
NO U TURN
R73-6(CA)
(24 X 24)
EX.2"C, 2'6(SVC),
2#8(LTG), 1(JB(GND)
EX. TRAFFIC MEASI.Jl!NG DEVICE
EX. WIRELESS ETfE:RNET RADIO
R10-15
(30 X 30)
CONSTRUCTION NOTES
[I] EXISTING TYPE 332 COITTROLLER CABINET TO REMAIN WITH Tf£ FOLLOWING EQUIPMENT:
EXISTING TRAFFICWARE l.«DEL 2070 TRAFFIC SIGNAL C(JIITROI..LER
EXISTING SAFETRAN TYPE II PDA
EXISTING EDI MOIEL 2010ECLip C~
EXISTING PoE IN.ECTOR (WIRELESS ETfE:RNET RADIO)
EXISTING PoE IN.ECTOR (TRAFFIC MEASUHNG IEVICE)
ITERIS VANTAGE NEXT WITH VANTAGE VECTOR HYBRID DETECTION SYSTEM (PER CONSTRUCTION l'«JTE G)) POLARA APS CENTRAL COITTROL l.NIT (PER CONSTRLCTION i'«JTE[fil) FIELD ETfE:RNET SWITCH (TO BE FLR.ISl£D, CONFIGURED, AND INSTALLED BY CITY IT DEPARTMEITT) (I] EX! STING BATTERY BACK-UP CAB! NET WI TH DI MENS IONS BBS TO REMAIN. (I] EXISTING TYPE II I SERVICE PEDESTAL TO REMAIN.
G)INSTALL CITY-FURNISHED ITERIS VANTAGE NEXT WITH VANTAGE VECTOR HYBRID DETECTION SYSTEM INCLLDING VIDEO PROCESSORS, EXTENSION MODULES, EDGE C(JIINECT MODULE, 17" LCD MONITOR, SUlGE
SUPPRESSORS, AND ALL NECESSARY CABLING AND AUXILIARY EQUIPMENT TO MAKE HYBRID DETECTION SYSTEM FUNCTIONAL FOR Tf£ I ITTENDED OPERA Tl ON.
@]INSTALL CITY-FURNISHED POLARA APS CENTRAL COITTROL UNIT A~ ALL NECESSARY CABLING AND AUXILIARY EQUIPMEITT TO MAKE APS SYSTEM FUNCTIONAL FOR Tf£ IITTENDED OPERATION. ~ EXISTING NON-APS PUSHBUTTONS AND REPLACE WITH POLARA APS TYPE.
(!]~ EXISTING LOOPS.
[[]INSTALL CITY-FURNISHED ITERIS VANTAGE NEXT WITH VANTAGE VECTOR HYBRID DETECTION UNIT. [[j ~ EXIST! NG 40' TRAFF! C SIGNAL MAST ARM COMPLETE. FURN! SH AND INST ALL NEW 45' TRAFF! C SIGNAL MAST ARM ON EX I STING TRAFFIC SIGNAL POL.£. ~ EX I ST! NG TRAFF IC SIGNAL EC:U IPMENT TO NEW MAST ARM. [fil ~ EXIST! NG VEHICLE f£AD AND MOLNT I NG COMPLETE.
l}Q] FURNISH A~ INSTALL NEW VEHICLE f£AD PER PLAN. MOLNTING SHALL BE PER POL.£ AND EC:UIPMENT SCfE:DULE.
DIAL TOLL FREE
8-1-1
1 4 5
85'
:--. ··.
*
LJ
I ,_
~ ~ ~ ~ ~ ~ u~~I
•1
EX. R73-6(CA)
I ,1+116 1
EX.1.5"C, 2-DLC
I
(10.5')1
(5'l ~ I c11·i
EX. RAISED MEDIAN
).../ -
-f~-r~
\116
#5
M ©
STANDARD LED No. TYPE f£IGHT SIG. M.A. LLM. M.A. LLMINAIRE @ 29-5-80 30' 50' 15'
® 1-A 10' - -
© 26-4-80 30' 45' 15'
® 1-A 10' - -
© 26-4-80 30' 45' 15'
® 1-A 10' - -
® 26-4-80 30' 45' • 15'
® 1-A 10' - -
* ALL EC:UIPMEITT IS EXISTING UNLESS OTHERWISE NOTED.
<•l = NEW
( •) = RELOCATED
(♦)=PEDESTRIAN PIJSHlUTTONS SHALL BE APS TYPE
EX. R10-15
120W
-
120W
-
120W
-
120W
-
* POLE AND EQUIPMENT SCHEDULE
SIG MTG PPB♦
VEHICLE PED PHASE C:UAD
3-MAS
-
2-MAS
-
2-MAS
-
1-MAS • 2-MAS .o1.
-
SV-1-T
TV-2-T •
SV-1-T SV-1-T017'
TV-2-T
SV-2-T e
TV-1-T
SV-1-T e
TV-2-T •
4 SP-1-T
SP-1-T
SP-1-T
SP-1-T
SP-1-T
SP-1-T
SP-1-T
SP-1-T
1 3
QUADRANT
lll8P • 1
lll2P • 2
lll2P • 2
lll4P • 3
lll4P e 3 lll6P 2
- -
lll6P e 4 lll8P 1
lll8P • 1
2 PUSH BUTTON LOCATION
(TOP VIEW)
POLE LOCATION SNS REMARKS A I B
• EXISTING Avenida Encinas
• EXISTING -
• EXISTING Poinsettia Ln
• EXISTING -
• EXISTING Avenida Encinas
EXISTING -
• EXISTING Poinsettia Ln • F = 20'
• EXISTING -
DETECTOR ASSIGNMENT
DETECTOR PHASE SLOT FIELD TERMINAL
1 2 ADV 12U VIDEO
2 2 ADV 12L VIDEO
3 2 ADV 13U VIDEO
4 2 13L VIDEO
5 2 14U VIDEO
6 2 14L VIDEO
7 5 J1U VIDEO
8 4 ADV 16U VIDEO
9 4 17L VIDEO
10 4 BIKE !BU VIDEO
11 4 !BL VIDEO
12 7 JSU VIDEO
13 6 ADV J2U VIDEO
14 6 ADV J2L VIDEO
15 6 J3L VIDEO
16 6 J4U VIDEO
\ 'Wfl~~~;;;;:~:= ~ ,_ !j;.\. J:..JXi;/' ~:::=:::::~;...:
----.J ~-
~
~
17 18
19 6
1 1
J4L VIDEO
11U VIDEO
11L VIDEO
20 8 ADV J6U VIDEO
21 8 J7L VIDEO
22 8 BIKE JBU VIDEO ~ /-f.1·:~-'?!J!l··~~-/==/-/;c
<1>.
,e4+
R
. -----.......
SNS ......_
~
9 10 lll6+0LB,
DETAIL "A"
EX.2"C, 2-SIC, ~ 5-DLC
EX.2"C, 2-SIC, ~ 2-QLC
EX.2"C, 2-SIC, ~ 2-DLC
EX.2"C, 2-SIC
1/,/Jr L!f£
--
---- --
f/!Jlf;J,. ----
f!!!Jf!!J 11,4 ( 1 1 • )
(10')
~
(,,.)
( 5 • / 2 '2,::::::----..
-· - (J'J---
(7')~
::::::::::::::-
20 10 0 20
I.______.~ I
0 R
0 y
0 G
@ YA
@ GA
DETAIL "A"
5-SECTI ON HEAD
40 60
1--1
SCALE: 1 "=20 '
23 8 JBL VIDEO
24 3 15U VIDEO
PPB 2P I 12U TB -4 le COM 6
PPB 4P I 12L TB - 5 le COM 6
PPB 6P I 13U TB - 7 le COM 9
PPB BP I 13L TB - 8 le COM 9
EVA 2+5 J12U T9 - 4 le COM 6
EVB 4+7 J13U T9 - 7 le COM 9
EVC 1+6 J12L T9 - 5 le COM 6
EVD 3+8 J13L T9 - 8 le COM 9
FLASH SENSE -I 14U TB -10 le COM 1,
~ CITY OF CARLSBAD
1-----1--+----------------+----+--+----1---1 L2LJ TRANSPORTATION DEPARTMENT l-----i--+----------------t----+--+----1---0
1-----1--+----------------+----+--+----1---o TRAFFIC SIGNAL MODIFICATION PLAN FOR:
~
~
AVENIDA ENCINAS
COASTAL RAIL TRAIL
AND PEDESTRIAN IMPROVEMENTS
AT AVENIDA ENCINAS AND POINSETTIA LANE
APPROVED //444-Wf,, ~ HOSSEIN AJIDEH
RCE 75991 EXP.6 20 24 DATE ... © ENGINEERING MANAGER
AT L£AST 1WO DAYS \. DWN BY: GP PROJECT NO. I DRAWING NO. -~ BEFORE YOU DIG DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CL ~ 5973/\\<NIDAENCINAS,SUITT'21B.OIRISBAD.CA92006 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: Cl 6004 DWG 536-6 ~ L.:IH:uiWUN:::·~-=~"""~(f':.:SOUllUN::~CAIJ=FORIIA=--------------------------------------------------------------_;:;;;;;;~~2:02~3~;;~PH0~~·~''2'~ 60 ~-;!
60 !'-~'
29 ~
0 ~www~~-STCTRAFFIC~~~~-COM~;;;~;;;;;;;;;2~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;~;;;;;;;;;~~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;1;!.J
AVENIDA ENCINAS
CARLSBAD BLVD (SB)
CARLSBAD BLVD (NB)
AVENIDA ENCINAS
SHOPPING CENTER DWY
SAN LUCAS ST
6585
AD1 B
64.03 6586
AD1
64.07 6587
AD1
64.02 6588
AD1 CLO
63.98 TRAFFIC
02/14/2023
-~
~
C
TABLE "A"
ADVANCE PUCK DISTANCE
POSTED SPEED ADVANCE PUCK DISTANCE
TO LIMIT LINE *
35 t.f'H 188' *
50 t.f'H 348' *
* ADVANCE POO D !STANCE t.EASUlED FROt.4
CENTER OF POD TO LI MIT LI NE.
POD DETECTION ZONES AVENIDA ENCINAS AND CARLSBAD BLVD
DETECTOR PHASE
1 f6 ADV
2 f6 ADV
3 ,6 BIKE
4 f6
5 ,1
6 ,a BIKE
7 ,a
8 ,a
9 ,1
10 ,1 BIKE
11 ,a BIKE
12 ,a
13 ,a
14 f2 ADV
15 f2 ADV
16 ,2 RIGHT
17 ,2 BIKE
18 ,2
PO~~VIDEO DETECTION ZONES AV NIDA ENCINAS AND SAN LUCAS ST
DETECTOR PHASE
1 f6 ADV
2 -6 RIGHT
3 ,6 BIKE
4 f6
5 ,1
6 ,a
7 ,a
8 f2 ADV
9 ,2 RIGHT
10 ,2 BIKE
11 ,2
12 -5
13 -4
14 -4
LEGEND
♦ PROPOSED CUBIC POD DETECTION UNIT
◄ PROPOSED CUBIC POD ACCESS POINT
CONSTRUCTION NOTES
[I) EXISTING TYPE 332 TRAFFIC SIGNAL CONTROLLER CAB!t£T TO REMAIN. [1j EX 1ST ING SERVICE PEDESTAL TO REMAIN.
rn ~ IN PLACE EXISTING LOOPS.
I-
~ ,.,,
~
-....I
I-
-::E
-....I
..... -::E
-....I
3 • []]
(±]INSTALL CITY-FURNISHED CUBIC POD DETECTION SYSTEM INCLUDING BASE STATION, ACCESS POINT(S), AND PODS. MANUFACTUIDl REPRESENTATIVE SHALL BE PRESENT DURING INSTALLATION. ADVANCE DETECTION PODS SHALL BE BE PLACED PER TABLE "A", THIS SHEET. BIKE DETECTION PODS SHALL BE PLACED 46' FROt.4 LIMIT LINE, t.EASUlED FROt.4 CENTER OF POO TO LI MIT LINE. ACCESS POINT LOCATION(S) SHALL BE FIELD VERIFIED PRIOR TO INSTALLATION. @] ~ EX !STING APS SYSTEM WITH PUSf-llUTTONS COt.f'LETE. INSTALL CITY-FURNISHED POLARA APS
CENTRAL CONTROL UNIT AND ALL NECESSARY CABLING AND AUXILIARY ECIUIPIENT TO MAKE APS SYSTEM FUNCTION FOR THE INTENDED OPERATION.
(!]INSTALL CITY-FURNISHED ITERIS VANTAGE NEXT VIDEO DETECTION SYSTEM INCLUDING VIDEO PROCESSORS, EXTENSION t.40DULES, EDGE CONNECT t.400ULE, 17" LCD MONITOR, SURGE SUPPRESSORS,
AND ALL NECESSARY CABLING AND AUXILIARY EQUIPIENT TO MAKE VIDEO DETECTION SYSTEM FUNCTION FOR THE INTENDED OPERATION. RS EXISTING CORRESPONDING EQUIPMENT. (I]~ EXISTING VIDEO DETECTION CAMERA IF APPLICABLE. INSTALL CITY-FURNISHED ITERIS VANTAGE NEXT VIDEO DETECTION CAMERA.
1 2
•
r...., , ..... ,
\,._) \
• m 16 w
• 17
I
I
I
I
I
r • -
POSTED SPEED LI MIT 35 MPH
... ....,
DIAL TOLL FREE
8-1-1
AT LEAST TWO DAYS
BEFORE YOU DIG
I.NIERGROUND SUMCE ALERT OF' SWlHERN CALIFORtlA
- -...,.
4 ' -,. ,_,
J] --,
LI,
~--
3 (TYP.)
':· ~
1 4 6
14 13
40 20 0 40 80 120
1-~ I 1-----l1
SCALE: 1 • =40 '
~~ O,t
~/,~ J. rt ~ CITY OF CARLSBAD ~ ff' ..,.1 rr. '\ 8 TRANSPORTATION DEPARTMENT 9 L.&.I -· ., ,,,
"" ~ NO. 86675 "" VEHICLE DETECTION PLAN FOR: .. EXP. 3/31/'JJ * J'~ C/V\\. 11-~ AVENIDA ENCINAS
'tor c~,,~lii COASTAL RAIL TRAIL
2/7/'lO'JJ AND PEDESTRIAN IMPROVEMENTS
<1>.
AT CARISBAD BOULEVARD AND AT SAN LUCAS STREET
APPROVED 1/44-4-Wt, 1/u:/4,£, HOSSEIN AJIDEH
q
ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE
DWN BY: GP
I
PROJECT NO.
I
DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CL 5973 A\£NIDA ENCINAS, SUITE 218, CARLSBAD. CA 92008 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: Cl 6004 DWG 536-6 PHONE: 760-602-4290 WWW.STCTRAFFIC.COM
Jl
'-'-----------------------------------------------------------------------------------....1 E
E
E
E
E
E
E
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
CATV
CATV
CATV
CATV
CATV
T
T
T
T
T
T
T
T
G
G
G
G
FO
FO
FO
FO
E
E
E
E
E
T
T
T
T
FO
FO
FO
FO
FO
CATV
CATV
CATV
G
G
G
G
G
G
G
G
G
G
G
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5558
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SEE ABOVE RIGHT
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GENERAL NOTES
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2. TRENCHING SHALL BE PERFORMED IN ACCffiDANCE WITH CITY OF CARLSBAD SUPPLEl,ENTAL STANDARD "'1. GS-24.
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DWN BY: GP PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CL 5973 A\£NIDA ENCINAS, SUITE 218, CARLSBAD. CA 92008 ENGINEER OF WORK REVISION DESCRIPTION CITY APPROVAL RVWD BY: GI 6004 DWG 536-6 OTHER APPROVAL PHONE: 760-602-4290 WWW.STCTRAFFIC.COM
Jl '-'.._ __________________________________________________________________________________ ...,.
Tammy Cloud-McMinn
From: Lauren Brown < [email protected] > All Receive· Agenda Item# 3 Sent: Sunday, March 12, 2023 3:09 PM For the Information of the:
To: City Clerk _, t~1r_~OUNCIL
Comments - Avenida Encinas Coastal Rail Trail improvementpate ~ CA v cc V Subject:
CM v ACM ✓ DCM (3) ✓
Please read my comments at the meeting:
The proposed updates to Segment 2 do not appear to take into account the fact that we need two left hand turn lanes from west-bound Poinsettia Lane turning left onto Avenida Encinas by the Ralphs Shopping center. In the morning and afternoon when there is increased traffic, the two current left hand turn lanes backup onto the overpass. It appears that the new design of Avenida Encinas in this section is only one lane, which would mean there would be only one left hand turn lane onto Avenida Encinas, thus backing up traffic across the overpass to the east, possibly all the way back to Paseo del Norte and the offramp for Hwy 5 North during high traffic times. The volume of left hand turn traffic needs to be studied and taken into account when making changes to Avenida Encinas in front of the shopping center.
Sincerely,
Lauren Brown
7314 Starboard Street
Carlsbad, CA 92011
---------- Forwarded message------- --
From: City of Carlsbad <[email protected] > Date: Fri, Mar 10, 2023 at 11:06 AM
Subject: Next steps - Avenida Encinas Coastal Rail Trail improvements To: <[email protected] >
Safer mobility on Avenida Encinas
Next Tuesday, March 14 marks the next milestone for the Avenida Encinas Coastal Rail Trail and pedestrian improvements project. Improvements for segment 2, between the Poinsettia Regional Transit Station and Carlsbad 1 Boulevard, is on the City Council agenda for approval and authorization to bid for construction. ·
Tuesday, March 14
5 p.m.
Carlsbad City Hall
1200 Carlsbad Village Drive
About the project
Agenda , agenda packet
How to comment in person or email
Watch online
■ Segment 1 Segment 2 Segment 3
Avenida Encinas, between Cannon Road and Carlsbad Boulevard is being used as part of the official Coastal Rail Trail, a 44-mile regional bikeway that is planned to connect the six coastal cities in San Diego County, running from Oceanside to downtown San Diego.
Using Avenida Encinas as part of the Coastal Rail Trail also supports the city's goals to design roads that can safely accommodate all modes of travel and improve access and connectivity, especially on a public transit corridor like Avenida Encinas.
The improvements for Segment 2 of the project, from the Poinsettia Regional Transit Station to Carlsbad Boulevard include:
• New Class II buffered bike lanes, delineated by pavement striping and signs
• Bike-vehicle conflict points delineated by green paint • New pedestrian improvements such as high-visibility crosswalks and ADA-compliant ramps
2 • Poinsettia coaster station driveway
• Embarcadero Lane
• Macadamia Drive
• Raintree Drive
• Windrose Circle
• Dory Lane
• Intersection improvements and high-visibility intersection crosswalks across Avenida Encinas at:
• Poinsettia Lane
• San Lucas Street
• Portage Way
• Ponto Drive
• Carlsbad Boulevard
• Enhanced mid-block crosswalk with new pedestrian signal at Avenida Encinas and San Carlos Street
• Calming traffic by realigning driving lanes between Poinsettia Lane and Carlsbad Boulevard from five through-vehicle lanes to two through vehicle lanes while maintaining dedicated left and right turn lanes at the intersections.
The Coastal Rail Trail and Avenida Encinas
The Coastal Rail Trail was initially planned in the 1990s as a continuous bicycle route that would run along the railroad tracks from downtown San Diego to Oceanside. According to SANDAG, logistics , costs and environmental concerns since its original planning have forced some areas of the route away from the tracks and onto side streets such as Avenida Encinas.
Avenida Encinas is a public transit corridor that includes five North County Transit District transit stops, is used to access three schools, recreational centers with youth and adult gyms, residences, major employment centers, medical and commercial offices, South Carlsbad State Beach and retail shopping.
According to the city's Pedestrian Master Plan, this corridor has one of the highest concentrations of employees, walking commuters, pedestrian dependent sub-populations (youth and elderly), disabled people and places that generate pedestrian activity in the city.
Next steps
• Construction is expected to begin in mid-2023 and be completed by the end of 2023 .
• We'll keep you posted for construction impacts and what to expect. 3 Take the Safer Streets Together pledge
Join your neighbors, local schools and businesses by taking the Safer Streets Together pledge .
The City of Carlsbad declared a traffic safety state of emergency last August following an over 200% increase in bike and e-bike collisions since 2019.
Since that time, the city has made improvements to over 90 miles of local streets, increased traffic enforcement, expanded the school crossing guard program and reprioritized traffic safety related projects. We need your help too, by committing to safe walking, biking and driving behaviors every day.
Take the pledge and pick up your safer streets yard signs and window clings at all city three libraries, City Hall or the Senior Center.
Interested in traffic safety classes and education? Sign up for these upcoming classes:
• Parent University webinar - Keeping our kids safe on Carlsbad streets - What all parents should know - March 16
• City Cycling - Bring your bike ore-bike for this hands-on training including education, skills drills and a guided road ride to put your new skills into action - March 25 and April 22
Related topics
What is mobility?
4 Reducing speeding
Designing roads for safety
Carlsbad Mobility Element
Safer Streets Together
( city of
Carlsbad
Visit our Website
City of Carlsbad I 1200 Carlsbad Village Drive, Carlsbad, CA 92008 Unsubscribe [email protected]
Update Profile I Constant Contact Data Notice
Sent by [email protected]
Lauren Granville Brown
(650)302-5533
[email protected]
CAUTION: Do not open attachments or click on links unless nize the sender and know the content i safe.
5 Tammy Cloud-McMinn
From:
Sent:
To:
Subject:
Ron Granville <[email protected]>
Sunday, March 12, 2023 3:16 PM
City Clerk
Traffic Plan
I received a recent notice related to the planning traffic plan for bike paths et al. I have serious concerns about Segment
2. The proposed updates to Segment 2 do not appear to take into account the fact that we need two left hand turn lanes from west-bound Poinsettia Lane turning left onto Avenida Encinas by the Ralphs Shopping center. In the morning and afternoon when there is increased traffic, the two current left hand turn lanes backup onto the overpass. It appears that the new design of Avenida Encinas in this section is only one lane, which would mean there would be only one left hand turn lane onto Avenida Encinas, thus backing up traffic across the overpass to the east, possibly all the way back to Paseo del Norte and the offramp for Hwy 5 North during high traffic times. The volume of left hand turn traffic needs to be studied and taken into account when making changes to Avenida Encinas in front of the shopping center . I would appreciate your response regarding this concern .
Thank you
Ron Granville,
7431 Capstan Drive
Carlsbad, CA
CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content i safe.
1 Tammy Cloud-McMinn
From:
Sent:
To:
Subject:
Jim T <[email protected]>
Sunday, March 12, 2023 4:07 PM
City Clerk
Item #3 in Agenda for Mar 14 Meeting
Thanks for the email about "Safer mobility on Avenida Encinas". I live near the intersection of Avenida Encinas and Poinsettia and would like to see safety improvements for bikes and pedestrians. I looked up the plans, however, and it looks like the changes make it less safe.
Here is the situation: The intersection of Avenida Encinas and Poinsettia is a main path to the freeway for residents south of Poinsettia to Batiquitos Lagoon . At certain times of the day, northbound Avenida Encinas is backed up with cars turning east on Poinsettia for 1-5 freeway access. These cars can back up far enough to block the exit from the shopping center (by Jack-in-the-box). When cars do reach the intersection, they creep into the crossings to try and make a right on red, often turning unsafely while pedestrians are in the crosswalks. The plans appear to exacerbate this situation by merging thru traffic with right and left turn traffic until only about 8 car lengths from the intersection . The right turn traffic would not be sorted well in advance of the light changing from red to green. Instead, right turn traffic will be stuck in line with left and thru traffic and fewer right turn cars will be able to make the green light. It is anticipated more of the right turn traffic will try to turn while the light is red.
The plans appear to put pressure on cars to turn right on red, while pedestrians or bikes may be crossing. As a resident, I have a few suggestions for this problem: (1) the traffic signal algorithm can be designed to prioritize traffic heading to the freeway using a right turn arrow (similar to what was recently done to northbound El Camino to eastbound Cannon) (2) the "right turn only" lane is increased in size to accommodate more northbound Avenida Encinas cars turning east onto Poinsettia and (3) either add flashers to indicate pedestrians are crossing or eliminate cars turning right on red by adding pedestrian-only diagonal crossings as an option.
Thank you for your consideration,
James Turner
CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content i 1