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Home My WebLink About2024-06-03; Traffic Safety and Mobility Commission; ; Avenida Encinas Coastal Rail Trail and Pedestrian Improvements – Segment 3Meeting Date: June 3, 2024 To: Traffic Safety & Mobility Commission Staff Contact: Brandon Miles, Associate Engineer Brandon.Miles@carlsbadca.gov, 442-339-2745 Subject: Avenida Encinas Coastal Rail Trail and Pedestrian Improvements – Segment 3 Recommended Action 1.Receive a presentation and provide input on the preliminary design of the Avenida Encinas Coastal Rail Trail and Pedestrian Improvements – Segment 3 CIP Project No. 6004; and 2.Receive input from the community. Background In July 2017, the City of Carlsbad was awarded an Active Transportation Program, or ATP, grant by Caltrans to construct a portion of the Coastal Rail Trail, or CRT, along Avenida Encinas between Carlsbad Boulevard and Cannon Road. This portion of the CRT has been identified as a high priority by the local and regional community. This section of the CRT is part of a planned regional bikeway that includes a 44-mile long corridor that connects six coastal cities throughout San Diego County between Oceanside and downtown San Diego. The project plans to construct over 2.5 miles of new enhanced bicycle facilities, pedestrian ramps, new sidewalks where there are missing gaps, enhanced intersection treatments for improved bicycle and pedestrian safety, and traffic calming with a road lane realignment at select locations along the corridor. In order to expedite the project schedule and realistically manage the environmental review and right-of-way acquisition phases to meet the ATP grant requirements, this project has been broken into three segments along Avenida Encinas, as shown in Exhibit 1. 1.Segment 1 from Cannon Road to Palomar Airport Road – Completed 2.Segment 2 from Poinsettia Coaster Station to Carlsbad Blvd – In construction 3.Segment 3 from Palomar Airport Road to Poinsettia Coaster Station – Presented tonight June 3, 2024 Item #2 Page 1 of 32 Cu TRAFFIC SAFETY & MOBILITY COMMISSION • Staff Report . Council Chamber 1200 Carlsbad Village Drive Carlsbad, CA 92008 The city has completed construction of Segment 1of the project between Cannon Road and Palomar Airport Road. This segment was funded by a separate Capital Improvement Program project and includes a road narrowing with enhanced/buffered Class-II bike lanes delineated by pavement striping and signs. The enhanced intersection at Cannon Road and Avenida Encinas, as proposed in the original project scope of work, will be constructed as part of another city project. On Dec. 7, 2021, with a recommendation from staff, the City Council authorized executing an agreement with NASLAND Engineering for engineering and environmental services for Segments 2 and 3 of the project. Segment 2 is currently in construction and expected to be completed by the end of 2024. Improvements to Segment 2 includes striping modifications, enhanced/buffered Class-II bike lanes, enhanced intersection treatments including curb extensions, traffic calming measures and high-visibility crosswalks. The portion of the project corridor between Palomar Airport Road and the Poinsettia COASTER station (Segment 3) will require widening of portion of the existing roadway to accommodate new sidewalks and wider bikeway facilities. The construction of the improvements in this portion will be complex and require evaluation of the environmental impacts associated with the project, potential habitat mitigation requirements, property acquisition, utility undergrounding, and obtaining the required permits. The project will improve bicycle and pedestrian access to the Poinsettia COASTER station, enhancing safety for pedestrians and cyclists, promoting the use of public transit, and reducing vehicle emissions to contribute to better air quality. Additionally, it can boost local businesses by increasing foot and bike traffic and encourage healthier lifestyles through active transportation options. June 3, 2024 Item #2 Page 2 of 32 -Construction in progress In design • Completed Avenida Encinas I I 1.""1.! .... ,. A I ................. Carlsbad Blvcf Improvements along Segment 3 will include the following features as identified in the preliminary design improvements provided in Exhibit 2: • Class-II buffered bike lanes • Raised medians • Relocation of utilities • New sidewalks • Enhanced crosswalks • Curb ramps As previously presented to the Traffic & Mobility Commission on April 4, 2022, commissioners received a presentation on this Project and supported staff’s recommendations to implement the Coastal Rail Trail and Pedestrian Improvements along the project corridor. The minutes from this meeting are provided in Exhibit 3. Next Steps Following the Traffic Safety & Mobility Commission’s review of the proposed preliminary design improvements, staff will update the plans and prepare final plans for construction bid in mid- 2025. Exhibits 1. Project Location Map 2. Proposed 60% Design Improvement Plans 3. Approved Meeting Minutes of the Traffic & Mobility Commission on April 4, 2022 June 3, 2024 Item #2 Page 3 of 32 ââ ââ ââ ââ ââ ââ ââ ââ ââ ââ ââ ââ ââ ââ ââ RD A V E N I D A E N C I N A S POINSETTIA PALOMAR AIRPORT C A R L S B A D B L §¨¦5 §¨¦5 LN RD CANNON PRTS PLOTTED BY: Andy Chang PLOT DATE: 10/25/2021 PATH: Z:\Brandon_Miles\LocationMaps\6004_Avenida_Encinas_Coastal_Rail_Trail\6004_LocationMap_WithVicinityMap.mxd PROJECT NAME EXHIBITPROJECTNUMBER60041Avenida Encinas Coastal Rail Trail and Pedestrain Improvements LOCATION MAP CARLSBAD VISTA ENCINITAS OCEANSIDE SAN MARCOSPROJECTLIMITS è è PROJECTLIMITS è è PRTS - Poinsettia Regional Transit Station Legend ââ ââ ââ ââ Segment 1 - Completed Segment 2 - To be Completed by ATP and City Funds Segment 3 - To be Completed by City-Only Funds Exhibit 1 June 3, 2024 Item #2 Page 4 of 32 Exhibit 2 June 3, 2024 Item #2 Page 5 of 32 INDEX OF SHEETS NO. DESCRIPTION 1 TITLE SHEET 2 NOTES 3 DETAILS 4 DETAILS 5 IMPROVEMENT PLAN & PROFILE 6 IMPROVEMENT PLAN & PROFILE 7 IMPROVEMENT PLAN & PROFILE 8 IMPROVEMENT PLAN & PROFILE 9 IMPROVEMENT PLAN & PROFILE 10 IMPROVEMENT PLAN & PROFILE 11 IMPROVEMENT PLAN & PROFILE 12 RETAINING WALL DESIGN 13 RETAINING WALL DESIGN 14 RIGHT OF WAY PLAN 15 TRAFFIC DETAILS 16 SIGNING AND STRIPING PLAN 17 SIGNING AND STRIPING PLAN 18 SIGNING AND STRIPING PLAN 19 CONCEPTUAL LANDSCAPE PLAN 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 CONTRa... 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 = 350,000 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 = 48,273 SF TOTAL REPLACED IMPERVIOUS AREA = 25.058 SF TOTAL PROPOSED IMPERVIOUS AREA = 60,589 SF STORM WATER BMP CATEGORY GREEN STREET EXEMPT WORK TO BE DONE A 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 CAL TRANS STANDARD PLANS 4. LATEST EDITION OF CALTRANS 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 (.fl :c --1 (.J1 13. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK, CITY OF CARLSBAD BMP DESIGN MANUAL, AND CALTRANS CONSTRUCTION SITE BMP MANUAL D: RAWING FILES TITLE SHEETS IMPROVEMENT TITLE SHEET.OWG RE\1SED: 2 23 17 r A CITY OF CARLSBAD AVENIDA ENCINAS COASTAL RAIL TRAIL PROJECT AND PEDESTRIAN IMPROVEMENTS SEGMENT 3 PROJECT NO. CITY OF OCEANSIDE HIGHWAY CITY OF CARLSBAD CARLSBAD,CA i'.\. 0 CITY OF VISTA 7 (j Qj ~ <f!:."' \":--~---"'\""' ~~~ QIAAI< " (\,1 '> of'- CITY COUNCIL CITY OF ~-'\4 SAN MARCOS KEITH BLACKBURN -MAYOR AVENIDA ENCINAS PRIYA BHAT-PATEL -COUNCIL MEMBER MELANIE BURKHOLDER -COUNCIL MEMBER CAROLYN LUNA -COUNCIL MEMBER TERESA ACOSTA -COUNCIL MEMBER PACIFIC OCEAN AVf. SCOTT CHADWICK -CITY MANAGER "i /·~ S, ~--il~E. CITY OF ENCINITAS VICINITY MAP N.T.S. DECLARATION OF RESPONSIBLE CHARGE 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. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: NA$1 AND ENGINEERING ADDRESS: 4740 RUFFNER STREET CITY, ST.: SAN DIEGO CA TELEPHONE : 858-292-7770 BY: LAWRENCE THORNBURGH DATE: _________ _ R.C.E. NO.~: ~4~9~79=5~-----~~--------------- REGISTRA TION EXPIRATION DATE~: 94 /~3=0,-l~ZP~Z~4~------------- LEGEND EXISTlNG COl'OmONs llEM 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= DESCRIPTION CURB RAMP ISLAND PASSAGEWAY 6" CURB & GUTTER MEDIAN CURB CONCRETE DRIVEWAY AC ROADWAY SECTION PCC SIDEWALK GRIND AND OVERLAY SAWCUT LINE BMP SWALE CONCRETE LINED BMP CURB INLET STORM DRAIN CLEANOUT CONCRETE HEADWALL STORM DRAIN UNDERGROUND EXISTING OH COMMUNICATION 610 DWG NO./DETAIL NO. CAL TRANS A88A CAL TRANS ABBA SDRSD G-02 GS-18 SDRSD G-14B SDRSD G-07 SDRSD D-02, TYPE B D-09, TYPE A SDRSD D-34 SDD-110, SDG-107 SYMBOL [!J ® A SYMBOL ZV I bJ ~ J,___------.~ WW l·.• .. · I -·•,,.t•"'·• - --T-- "AS BUILT" Nasland Civil Engineering Surveying T (858) 292-7770 4740 Ruffner Street San Diego, CA 92111 P.E. __ _ EXP. ___ _ DATE Land Planning nasland.com JOB NO.: 121-108.1 REVIEWED BY: INSPECTOR DATE ~ )' 7 7 '---+-----l' LJJ-----1 STRUCTURAL (POST-CONSTRUCTION) BMP TABLE STORM WA T£R REQUIREMENTS THAT APPLY: n STANDARD STORMWAT£R REQUIREMENTS □ PRIORITY PROJECT REQUIREMENTS EXEMPT FROM HYDROMODIFICATION? l>-----+---+-------------+-----+---+-----+-----<I SH1EET I CITY OF CARLSBAD ~9 TRANSPORTATION DEPARTMENT ~ :===:'....'.:==========='....'.::::=~ KEY MAP N.T.S. CITY TRAFFIC ENGINEER APPROVAL TYPE DESCRIPTION BY: DATE: ------------ OWNERSHIP [)<] YfS (SEE SWMP FDR DOCUMENTATION) □ NO MAINTENANCE AGREEMENT SHEET NO. MAINTENANCE FREQUENCY DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION TITLE SHEET FOR: AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE OWN BY: VC DATE INITIAL DATE INITIAL CHKD BY: QQ ~-- OTHER APPROVAL CITY APPROVAL RVWD BY: LT ~--C-I_P_N_O_. __ ~I DRAWING NO. f-----w (J) z 0 f-----u =:) er::: f----- (J) z 0 u ~ 0 lO June 3, 2024 Item #2 Page 6 of 32 GENERAL NOTES I. ]'! cLAI C:L.c._l!S_JLS .LL_ ,j]] L< -'L.LJ-IS -'I/_V]~\IJSL( CF-'li:>/_l) LJY IL 011 01 Ui!LSLML: I:L:_:sIuI1:_: 1/c'!CVU!l_l!l 1 SlliJ!VII Cl 1111:_; SLI 01 c'_c]•_\ :rT'FO·// .. L CiF THS r•Li•i oc::s ·1::,-LE"SC:1· :JF: '/ci/\l\/E '·•IY rc:FTl:·1 ,-,: TrE :·c,PI ''Ri-1 H.! ,I,-r•:, ,:-,rF, :wcc::·,I I -,:1,1 :·,: (J,'.l,,ITl/",I:•, :.r•r•f.'(}'///I C TY ·'TLr,;,,p·;: -,: OTH=:: MT>ITl(,'.IA r!i·:-IIHFl,F, I I-,,-=r: rF:FCill A' THFr ],/A, =E!TLll,I -,J THS =F:OECT. 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QIJ _C 1-•~ 20D[ '.CC<C: tllC Tl= ~8 5 ;C)tLTRtJS AOL, C:0l;IF_Ll-1'.:[ H,l,\J[1BC:i:=:,,· FC:iF'. ,L,C:=:ESS E_:::: =:,EsI,-=;[\I ;A=:iL.·1 T1J ,L __ C)\N Fe:,:;:· :.)Jl'--IST:;::uc-Ior- I,_L= -\,tJ.]'.\l',; 11 1:,: I~= CUI·. -'AC U-"',:' --'l'.,\~•_/1,c'ltlll I\ IU f,tMILI.A-'lc'l l~l:h=LVl_, \\1I----j Tf-E::--;:::: cc,:;,E:~,. ~,H:~,J_[; e:::::sI:~r\ c,J::::'.":,TOI\I :\-:;yl:":i:::: ()~ i\ FE_=) ·-~,C)r\DT1Jl'--I f•,,c-1n -,,-11 -1:.T S -JIT,::,-IT ,::01,;1 -I-s-Fl;\ E \f•ii_!_W SI !.11 c:-;.s, 1\I r:: Tl Ir ,7; /II 11-I:\ll·.ir,R ,1-1-1:lTI--n so TILT CJ, t;;,,c-=Ttlil I C!\j I. Tll'II 7.tll ,, DC:TERl:II ·IC:[•. THE C:JH~LC-:JR Ic /;,Ci SC:D TO ::;CRC:FI_Lli' C7ECI, i'-,L_ ['70::ES c- \\'U---,J.. f-i =-_,L., I I \j c; I (_) '.~l:L. ,2;\j_;, A._:, ,L., A .. .....::c =-"':: ':; HJf-.? I H s ;, k' . .....:: ,J =-C I . 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D: DRAWING FILES TITLE SHEETS IMPROVEMENT TITLE SHEET.DWG REVISED: 2 23 17 STREET NOTES I. ,-,-:,r,T I,-, ITS ', IA I ,,-I11',TL. ,-! ;;·, SI ICJ':'il·I C:,I Tl 1,c,-f'I M-1:',, lJIIDT':T'JI., Ir: CiJl·muT =u11s, S[T/IC[ F·oIrs Al,[: I CJ.:,-IO_[S SI >LL[= SI IO'NI OI-Tl I[ ";e',-l:I_.IL l'_,'J,',; 1-(_) _,lfl=C l'l_l-:IAL •,: l'.lll _!CHI f_/_II\l!,: I/_/I,', '/'-i_L c:l I iTi:,r, I I I.,Hll-1:\ r;-,c SI 1:\1 -,, "·:1JT ,;,;--" T,"=1 i I 111,n-r:~[?:')_!m ,!-I ITIIS "f' I ;,,--rs. S SI LI 7, l·ISTA.I rr: Fi!DP Fl C/Jj·.r,;I~I_,_'ll:JI\ UI ::I,.-/lb, (_p(_:,;c: (_;I ___ l=kS ;_;; c,IRl!',C'I-(_: ,._+ 2 1-'=llc/. a. 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'.~;c~; I C1 \J AL L ,z:,, \] L~ ':..~ l_.I ~ \·l_ Y CH'::_: ,L :·_·: I ~-T'/ciC: (·--1 'TT\'\ c)-cI,r:v,r (,·:.JT) \'\jl,-F, ,·;11,·.1 rir =·r·1,;D-n --, Tl I CT, II :,F,-c-:-=. '~ _::t..t..l Lt__;---j IS ~---j.D._L t'.:=-·::,1::,00 LU-/l=-··--1 (i...", \,\;;:, 11·"! UR 1.--5,,ni'· -11_.f-l __ Uk't..\J . ~· ',.. / ,:·uu V\-'A ,i HC,7 [_-f""ICl[...\j,_•·-r\JUU.~-II:'.A-J Ll'....~HI'.:=. SEWER NOTES S1\i;-R I/A.II ;J.ff; ;p=JJrffi':':l,C-•C /Ill.I n, ;/,,'/j;]/Tc\l'-,n I\I t,,-;/,,'/[?',j,,J.c-,/,;Tl l~l "c , U1 :~/t,k'_'c~L.U llCll=U-?I1·1~ SIAJ .. Ll,A~A:: (_A,ll'::I =L' Irnn. ',/(J_l_],;ll - c;::1-.E= .L :JEi/ G I s-:1 .. [/i•F::s, c~:r TE=: c-[/EcilC/1•1 :::F: TE=:I:. 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JU':/ill \:f /A.L\/l':: UII =:,Ic_;II,I:/ i/.1:l'I,; _ _':_ _IIIE:, .:•JI-TF/,.,/TCF VI_',-c:;i_!B/IIT I_TIL TY F'C:CUE,,T F::=H :::: ~i':) I\I t.l\l_l\l •JF 2 :;:,-,I-'': FTil/f -,.! cTC:I. 1',T,-, •i<:-,1,, rn·r; F',rT\'J!!],;1,-)_ T 1-c,c1-7 ;,_-,-,'), SIA I 1:-,-,, Tl 1 ,-r or [ARI S7/i.,: c:0 E-PICTICI l'\]L\IA:T·-rl,T S: I' SF=::Tl:J\I [:=P.L'?Tl/[•-IT 45 I Ol"RS Fil:JR TO ST,t.'?Tll·IC \'/071, s.c Tl IC,T .Is=c::TIIJ ,I \:1.L\ Y tl~ i~:j\:' Lt....J. ,]/_) Iii==',; /_H "I1:_I,_ IURl',, '+"LL ell ,A.LL'._,w=L': Ill ~= W,A Ill; _ll·-1= lA,',/U,ll I i_L e-'.l::,TI\I::, TF:EE:, J•J-D ,,-c:1_1c-_.FE:, ',-~'•L_ Be P:EHO\E[ FFl•JF' Tt/ i'C:lillvlrl,:T:lrlH ii-'/ciC:r;: !·J-.1" -,-,.-;-FTli!F, :'I /,I r:-•1Ul'T '✓'ir: ---1, =-r7IVISSIC I ,R:')) Tl I ,: s-7I C-I J:Ti-17 C .A_L JUr [J c•:F=•[R pp l,.G jj,[: iPPl"RT[l'.A].c=s-SI LL_ [][ =·R:JTCT[J J' \:1=-.tJ S :J-(~',L IH(JUIC I:--,:·o It..:...:: I CJI\I. ,,, I~= l\,A/_/ I ~CH!c'C, •I I ,AL tJIL: ✓l ~ I IC.A_ ,:LIC\I\IU-1I ,c Li 'I 'l :_:-l.;IL I l cl,LL',: C_:f T~:: FIF'E _ll•-1:: u::c:,.E[ 3E-\;•;~E-1 -~E :•E-ECTOFi c~~,: , _;_ ,.,i:, 31_1l_[I c,I ji, I -w r:---r;•,•11·11-i r, 1 Tl Ir ,-TY ,T ;-, C'.I 'X:!,J) ,l!T ],; ;\r,c, l;!I .A_L 7 0TC,E_E WA-::R SE~/IC::s S7,t_L 3E • ' MID fal_ HE-::Rs Sr>,LL E:: 1'· :_,_II lle",'c OTHE=:•NIs:: 1,1:,-:::, =•I. P _!J-1": i c .A I '://i,--R l·:1Trl', 70,TS ·'I Al I n-17'° V ~C" • 0 " Pi'll Yl/1' CDl·-,-=,T, t.S MA L=A2TIJRC:C E'' ARHO!CAST :OR EOUAL C)_ \11,IHJ\i Sc'0 ~I-1:.: ~UWlU·I -'0I/itl_l 'HA le' C:l-i/lClS ,CU 'c,=/,il-i _A =k.A_S ,;H,A_L ~l Ill !_/R I~= JL:'i: '_;l 'L,c'.t IICI· c'lOIJlkl·1=l•I I',:, '/!Hl(_'~lV=-i ',: l·rl'..h:l ciTF:II·Ir~El,IT I'', T 1-TOF C:1 ''1:---, '•:irT,:., 7C\TS ''! I/•,I I r,, II w·,1I WIT! I T 1-1111 c,I ,r, SIJc'-,,/T •~,. JT I /:UISTR.IC-I()11 iT •/.!CT,r: /1.Al,C Am P,C,i':I-, '/:!tT,R !;Ill!:'/ SI Lj c.n IIP, -:-; T 7C ·•cpI-::F: C, =op THE SEPAF,L,Tl2 'I OF WAEF \/ Ll'-IS M.C SA. IIT.L,R I SEWER 'ltl_lSHl_) ~1 IHl •,:ICll > C/A_ll:Jll•IA.'< JU'<f'll,IU· C_/1 H=ALI~ ',;=f'.;l'.:l'_:. 12, // :\L :)E=_ECTCI· '\T -~e ~Ip:: .JO ·.1-,:, IS ·1,:.-/,L_:i;E:, -~:: J::,:: OF HI~~ -w-I-,,-TIC'-I CC.JP! 1-,.~ \T \\ Fi=•, · .. :'!I1·.T \I/'{ n, F'T:,,IITT,D -,, TII-IF,=1/,TiT /ii, A CA.SI n / C,AS-IPSIS ·--Ic-TC; l\:-:r-1: i..... r-:i-c""")1-:: TOT.t.l 1,--IC-01, =T--:::- :_·:c_;1_1I: _Ir\1c (.'.::.: U=-C...)t..~'::.:/t_/i,Cf-c:A'::.:f<=-), I_J'::_:,t_ C=-kl.AI\ =-t..J '\,1r-.,·1L--".C1I\I" f-J ~-·:p 13 ~F=OF!F /\CJl·ISTFKTICi',I RFC;l'E 11 /,J.1 PIRI ,; F'l,:iHT /;= W\' ilT c,I:·;~- :;-/,i\ =-rr'VIT c, 1: I -,, R,CUcTrJ ·14. \J:J CJ ll\I:__:. :_~-t.:_;t:=-S '._::;j C=-lv:t..\l )I it_ (,u,:__:I)': S it_....;_'l•/I I lt.....:.i. (__:,C,\I -;;,,(__:.I0R SH.L,L_ -:l\l/_i\/= _c,~I :_, l'l,A-'l',,I ,_;r_,l_ll'LIK A.Le I.', A,_L Ci_!!' 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TR.',C- F··:1 •,c:II.I,I CI CR;, S.tJ.I Cl=G:J R[G =: ,lt,L ST.i:-.l'--IJARD l,""?l,\\"II '.""';S r/ lc7 R C7--8F-'-/,//:.,··· S['/'i=R TOP or J[RV TOP or TAT[ TC!P DF ~Ip= WATER '.,, I Ii II'.Jl,I rF 7 C:7 PPESSJR:: IIIT Ir LI FT I.T,-J:TCTICI· p ::,,: ,LC T'// I~ I_ f'T P:ORTLA~J :OCNC~ETE CC:HE~- ASP---jALT CO~.C~ETE 1 er~ "r_ I'. I \/-,1 -"L./.L, l'.:>h, I\ /LI' L_Lv,L. I IU •I _lr I cI,~~ T I=:-,jz;:; -1-,L_ 7,Cll'-l\II1-C ::, Cl., ?./1 0::JJA.-il Ill! iii.Jr' 1 1\ n /;I., TTT' ,A\/lR !_'Cl. iii I~ L/l';<~ILI 11=';; ,d_, I\T[!:],'\-I0I' f..L ',1I/[=_ :,, °'=C::SSIB L TY :\\iEF'1=·.,1\ 9-=11=:ET" '=:iF -::::S-1\G & '-/.t..-::::R .t,LS ': -,T E,:, 1JC :"")T • F H," I CJI) U~ :__::1._. f-s'b IUY 1•; LIi.= f'/:IIIT /!-Cl.Pr: :T-.J!il ',,;,'?Tl' i E'I[/ == cu=\JE OIi Tr=f; :"")TR =-FT \\VF\11_,= HA/I\\l"I/ I/ c'•,I-II_Ji.,l !/ ,_ll•-1 Fi/!CJ_-1 -~:\FFIC c::_1\JTRCL =.1E\i CES I S;-;l I r· IT'7 or r' i\r;)-''D ,\~, '.__.) I \_,,_f-3,,-"--\------1►-~:1 1_;_~_) f-lAl\'.:...~HJ,, I/:... l CJl,I L/l-'l,-i I 1•,:IU· I NO'J'Jcc' nrn AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS ~p=·[?:') ,-,:, I ·:s~-IIJ A ... I ,1,1,~ I•---,I, G H .41\ A:::IT'. 17'.""".-I ;;:,•_:1:::i l\,l'.G/'.'C,/C4 lllj : I ,:-1 i-:,;:. ff u,;,;1, t.i i': /C (' I 1--,10. U ....:· .A. \.\'I I\ C: I '' ' ,. I ITl/,L D/\TE TI/L D/E Cl I< --::1 n ·(: LJ r_:, c:I0I:1 =1Ec:.,=~IPT 011 CTI T AP=>~(J\:!O,L Cl I.,, A, 'I' )C,,-,/f:.,_ f-s,l \,/'//U ~ (: I T f-w u) z 0 f-u ~ CL f- en z 0 u June 3, 2024 Item #2 Page 7 of 32 MINIMUM 95% COMPACTION AGGREGATE BASE SCARIFY AND RECOMPACT TO 95% COMPACTION. NOTES: 1. SOIL COMPACTION FOR AGGREGATE BASE TO BE INSTALLED PER ASTM 01557 MAXIMUM DRY DENSITY. 2. CONTRACTOR TO USE CLASS C3, TYPE (111) AC MIXTURE FOR SAWCUT PATCHWORK. ROADWAY '--',, HORIZ AND VERT~~ BAR #4 @ 12"0.C. . ' 2' MIN UNLESS OTHER½ISE SHOWN ON PLAN s" 3" CLR 6" 3" CLR Q'." _J u 12: 1 n 12: 1 ~ - ' .. 4" CONCRETE SIDEWALK 0::===7-HORIZ AND VERT BAR #4 @ 12"0.C. /~~7 NOTES: 1) CONCRETE SHALL BE 560-C-3250 2) PROVIDE ½" CHAMFERS ON ALL EXPOSED SURFACES 40 D LAP 4D D LAP 3) OPENINGS SPACED PER PLAN 4) TIE INTO CURB AND GUTTER PER IMPROVEMENT PLAN PROPOSED PAVEMENT SECTION NOT TO SCALE CONCRETE LINER EXISTING R/W 6" CURB AND GUTTER PER SDRSD G-02 1. 5 0 ci;' 1!]~- 1~1 II CONCRETE SIDEWALK -· • PER SDRSD G-07 CONCRETE LINED BMP STA: 21 +84.32-STA: 22+36.32 STA: 24+54.44-STA: 25+06.45 EXISTING R/W EXISTING SIDEWALK TO BE PROTECTED IN PLACE 5.5' EXISTING CURB AND GUTTER TO BE PROTECTED IN PLACE 42' 25' SOUTH BOUND MEDIAN CURB PER GS-18 STA: 19+82.86-STA: 23+41. 72 STA: 27+51.92-STA: 32+ 17.01 20' SAWCUT 1.5'-18.5' 0% 2" GRIND AND SAWCUT OVERLAY FULL PAVEMENT SECTION PER DETAIL THIS SHEET ii;_ STREET 84' 5D' 1 ' 42' 25' NORTH BOUND 20· SAWCUT ---"--FULL PAVEMENT SECTION PER DETAIL THIS SHEET 2" GRIND AND OVERLAY AVENIDA ENCINAS TYPICAL SECTION (SECTION A-A) STA=10t00.00-STA=34t08.78 32' SOUTH BOUND 27' MEDIAN CURB PER GS-18 STA: 34+65.13-STA: 36+ 74. 94 STA: 40+ 75.23-STA: 44+25.01 SAWCUT 2" GRIND AND OVERLAY 2" GRIND AND OVERLAY NOT TO SCALE ii;_ STREET 86' 64' 1 o· 32' NORTH BOUND SAWCUT 27' 2" GRIND AND OVERLAY 5.5' ]TT- EXISTING R/W NO SCALE EXISTING SIDEWALK TO BE PROTECTED IN PLACE EXISTING CURB AND GUTTER TO BE PROTECTED IN PLACE 5.5' EXISTING R/W EXISTING SIDEWALK TO BE PROTECTED IN PLACE EXISTING CURB AND GUTTER --~FULL PAVEMENT SECTION PER DETAIL THIS SHEET AVENIDA ENCINAS EXISTING FINISH SURFACE TO BE PROTECTED IN PLACE TYPICAL SECTION (SECTION B-B) ST A=34t08.78-ST A=44t45.79 EXISTING R/W EXISTING SIDEWALK TO BE PROTECTED IN PLACE EXISTING CURB AND GUTTER TO BE PROTECTED IN PLACE 5.5' 20' 25' SOUTH BOUND MEDIAN CURB PER GS-18 STA: 47+31.18-STA: 50+00.0D GRIND AND OVERLAY SAWCUT NOT TO SCALE ii;_ STREET 86' 5 ' 1 o· 32' NORTH BOUND 27' SAWCUT 2" GRIND AND OVERLAY FULL PAVEMENT SECTION PER DETAIL THIS SHEET AVENIDA ENCINAS 5.5' EXISTING R/W EXISTING SIDEWALK TO BE PROTECTED IN PLACE EXISTING CURB AND GUTTER TO BE PROTECTED IN PLACE TYPICAL SECTION (SECTION C-C) STA=44t45.79-STA=51t15.03 NOT TO SCALE D: DRAWING FILES TITLE SHEETS IMPROVEMENT TITLE SHEET_DWG REVISED: 2 23 17 Nasland VEGETATION 1' CURB CUTS @ 20' O.C. ¾" EXPANSION JOINT ROADWAY ENGINEERED SOIL MEDIA (MAXIMUM 85% COMPACTION) CHOKER LAYER 2" THICK WASHED SAND ON 2" THICK PEA GRAVEL (ASTM N0.8) CX) z 4" CONCRETE SIDEWALK BMP PLANTING VEGETATION CURB AND GUTTER PER SDRSD G-02 ROADWAY 4' MIN I \ , I 1 .z ·1 , , , 4" CONCRETE SIDEWALK C • ' ,'«('«(-0(,/ , ,, t7:t;;~~~ ~'0'>',/;, ,,., ~~)-,~ TIV ~I N ,$' ~y,, A , • 12" THICK WASHED CRUSHED STONE (ASTM N0.2) ~-~2~--'<---~ CONCRETE LINER PER DETAIL ON THIS SHEET BMP PLANTING t') 8" PERFORATED PVC UNDERDRAIN FILTER FABRIC: MIRAFI 140NL OR APPROVED EQUAL CONCRETE LINED BMP BMP SWALE EXISTING R/W 6" CURB AND GUTTER PER SDRSD G-02 2' 6' 5.5' NO SCALE 25' SOUTH BOUND MEDIAN CURB PER GS-18 STA: 51 +19.24-STA: 57+48.89 20' 2" GRIND AND OVERLAY ii;_ STREET 85.2'-86' so· 1 o· 25' NORTH BOUND 20' NO SCALE 6" CURB AND GUTTER PER SDRSD G-02 5.5' 6' 2' ];~~~ZZ:22::¼¼:w¼'.w:LL.JLLLLlcL<CLL~~-L..L,'LLULLL,'LL,FFuL'.L0cL'.'.c:'P'.'.'.A2::cv,;.,E:cM;:;;ELN:2:T222~~~-i_~i,1i~~)ll~1kul;I_' :. -ii' SECTION PER DETAIL 1ffii1II ,~-~ EXISTING R/W I THIS SHEET '~ ' Slc~ITT"'7lcm,'fll -~,11 , ··=11i=::::i1==111=""-,-,---CONCRETE SIDEWALK PER SDRSD G-07 CONCRETE LINED BMP EXISTING R/W AVENIDA ENCINAS TYPICAL SECTION (SECTION D-D) ST A=51t 15.03-ST A=57 +48.89 CONCRETE SIDEWALK PER SDRSD G-D7 5.5' 32' SOUTH BOUND 27' EXISTING SIDEWALK TO BE PROTECTED IN PLACE EXISTING CURB AND GUTTER TO BE PROTECTED IN PLACE EXISTING FINISH SURF ACE NOT TO SCALE ii;_ STREET 84'-84.67' 6 ' 32' NORTH BOUND 27' CONCRETE SIDEWALK PER SDRSD G-D7 6" CURB AND GUTTER PER SDRSD G-D2 2" GRIND AND OVERLAY SAWCUT AVENIDA ENCINAS 6' 1.5' CONCRETE LINED BMP 2' EXISTING R/W '-');· 2. "/ FULL PAVEMENT SECTION PER DETAIL THIS SHEET. WIDTH VARIES FROM 1.5' -31.5'. TYPICAL SECTION (SECTION E-E) STA:57t48.89-64t21.71 NOT TO SCALE I S 1;,T , , IT\-OF C :, R '··' E -~ I j_ 1_ \. _J kJ l /\ ) \.._,.' J _;_ l ___J -~!)J\Sr1Y!TL-T ~1[\I r,-,.,n,111.T DETAILS ron: AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS m I Civil Engineering Surveying T (858) 292-7770 4740 Ruffner Street San Diego, CA 92111 1-.P~F:::J ,c:r:. ~ ,>:,·?ell I /\ "I [le~ Land Planning nasland.com UH~ l.ccRI G H.41\A'.::;EP 1--i::..:l_ /:::,0~ ,.<P.S/70/.<4 U/\ IC Dil-IJY· \ /(' ," F 1'10 D---:.A.\.Vll\C~ IC . DAT[ I1rn U/\ IC 11/,L Li i\ I =-I\ I 11,,\L . U-KJ tl"r: [;C, cl=-,,;1 ur,1 Jl:,:C-.'11 ·, I UI I ll\11~ l\1---R c· \1/(;""?f< C lf-=-k .'°,I' '-c:(J\i ;,._L CIT°'" ,\=>p=-:C,\i/\_ r:.1·,/'/./D I!\: LT " f-w u) z 0 f-u ~ CL f- en z 0 u ~ 0 CD June 3, 2024 Item #2 Page 8 of 32 PROPOSED REINFORCEDi~n CONCRETE RETAINING WALL _ I-) PER SDRSD C-13A --,, I"'- PROPO~ED SIDE~-ALK\ _ VARIES 2.0 5.0 _ .. ··r \ 6.0' \ I;·. 1.0' LI) 0 ' ,·1 PROPOSED CURB AND GUTTER PROPOSED CONCRETE LINED BMP SECTION F-F NOT TO SCALE EXISTING 12" HP GAS LINE 0 ---+----tj-+-----+-----'° m -u +-----+-----ou ___ +----+r ---~ --r - R/W I 0 I I + r o. / PROPOSED SURFACE +-----+-----0 ~ ~ LO---+---+-----+-------, -Lil --o / +-----+-----.. ro <i: ·--+---+-----+---------l <i:: • I-n / rN Ulsot r +-----+-----Ulsot J I I\ -i-------i-----Ht--tt--i-,--\_--i --i--t----t1_,..,-t=-EXI STING GROUND +-----+-----l-tl--!r,,-+--'c---+~++-----,4/-+-SURFACE ---I 1 C>-+-----+------+-++---++--+-\-+-----+-rr----+-/----<-+----+-----+--F \ I +-----t-----l-l==:"-,..=c7'11:--n-"THGL -+--+-+----1-+-----+----~ I i\ )( I ~ I\ I \\ .\ 0100= 5.40CFS==:;;~,f<llr'J:},:',-\-f-+l ---'--++-----+------I +-----+-V,00=22.31 FPS \ ~\ +-----+-----f------t \\\'f,.. ,,,.,,_\-+-r.-.+-+----+_-+-----+---------, \\ '{'i\ 3-\1+--t,H-----tt------+------t ,\ ,HGL \\ \/ \\ 1L61 \ (36" RCP) / --..}_ n ~no/ 33 .84 / I ~ 33.46 INV IN I I INV. OU EXISTING 36" CMP__....., I 33.50 I INV. OUT I l/ ( EXISTING 12" -+------+-----+-----+-,--~~-'I-~~--+----+-/ HP GAS LINE -+-----+-----t------+-----+-+----+----,'r-UNK IE _ / ',I 0 100= 11. OBCFS V100=5.43FPS I' .' ,"JC>-'------+-----+-----+-----+------+-----+-----<-':,,- 10+00 D. \DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED. 2/23;17 STORM DRAIN PROFILE A SCALE HORIZ: 1 "=1 O' SCALE VERT: 1 "=2' 10t50 - PROPOSED SIDEWALK VARIES 2.0' 5.0' 6.0' R/W - EXISTING SURFACCl - -~c:;;:_::,_c:.:,-:=r-:-,,.J''. , PAVEMENT SECTION_,/ JS'.c'-' . I .• X I PER DETAIL ON -'--'-~,--· <l: 2 SHEET 3 PROPOSED CURB AND GUTTER PROPOSED CONCRETE LINED BMP PROPOSED REINFORCED CONCRETE RETAINING WALL PER SDRSD C-13A SECTION G-G NOT TO SCALE 0 -- L EXISTING 12"_? HP GAS LINE I . . EXISTING GROUND-=---.._:---;------i-----r-----,.,--=-ppoposED SURFACE +-----+------lf-----+-----+-----+-----+------t SU~FACE \ / +-----+------1>------+-----+-----+STA: 10+48.57----+------1----+-+-----+-----+--+-----+-----+-----+------1>------+-----< 52.41' RIM'\ ~ 1 ---~\+-----+-----+---+/ __ ,._ __ _ I -N +-----+------1>------+-----+-----+-----+--~\:----+----LilU +-----+------lf-----+-----+-----+-----t---',--+----+r ____ ~----+-----+---+---f---- \ 0. +-----+------lt---m -+-----+-----+----->---->,--+-----C-------++------+-----+---+---+----n \ ~N 01 0 u + r --r--- ~ N r N o == --VJLD Ul LI) +-----+------1>----r---\ r N -----++-----+-----+--+---+---- :=========:========::====~:~=========~==~~===-==-~r=·==-=-==·=-=-=~--===;-~~=\~~~===~~~~~t;:::=====~;~;~~~;~~1========~1~;~~-.~;;~:==-rr=-==:::;;~~;;~=:==;~==~~=:===~=========~========~ +-----+------lt---<t: m -t ------ r O -; 7/J--r' · .. • --. . - \ ' ' --+-----+------lt---UlLil-+-----+-----+-----f-----1+--+tt--f---f------+---+---+-----+-----+----+------+-----+-----+----~ ~ J ;,\ ~ \. co n 1 HGL A I I (0100Ex 37.0CFS) (V10oex 12. 45FP S) __ +----ttt--tt""~---/tt-"H_G_L_,·++-----+----( 0100 5. 6 BCFS) 1 H G L (V100 4.61 FPS) --/+----+----+++---tr---+-----+-----+-------< 46.95 / I V. IN I ~(36" IRCP) ;_ · ---+---++-t--+++,,L11. 0 \ \ 46.16 / INV. IN '• \ \__ '--'•'--'"---- " S V • II \ +------t-----+-----<"=l-f-----+----+------l--,4nco:-_r 11,-+,f-----'-= (24" RCP) I 46. 78 / IIISV. UU I +-----+-----jf------t-----+--=--+----+-11,PoL"-t"N--t---,,n. "' (Q100=11.14CFS) t------+-.';'s-,'-..._----+-----+-----+------+-----+-----+------+ -t ?"""--:-~-+-+~--+----+----(V100=5.49FPS) t------++--,...---+-----+-----+-----+-----+-----+------+ ~/\ !'\. EXISTING 16" DIP-I I ! \ '\. I I '\. -EXISTING 12" HP +-----+------lf-----+-----+-----+-+--+---!=EXISTING 39" VCP ---1-----+-----+----GAS LINE ----+------+-----+-----+------+ +-----+------1t------+-----+-----+-+--+---+-SEWER LINE UNK IE +-----+------If-----+-----+-----+->--+---+-UNK IE SEWER LINE I I '\. I ' ' I UNK IE I " I I ' I I I ' j I C.>-'------+------+------+-----+------+-----+-----+-----+------+-----+-----+------1-----+------+------+------+-----+- 10+00 Nasland Civil Engineering Surveying Land Planning 10t50 T (858) 292-7770 4740 Ruffner Street San Oiego, CA 92111 nasland.com STORM DRAIN PROFILE B SCALE HORIZ: 1 "=1 O' SCALE VERT: 1''=2' 11+00 D/.TE / Tl/ L D/ E I ITI/L 11+50 lllc'l'A1Lc1 t'Oli: AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS U\'\/r·-, t.iY: \/C Cl l<--::1 rlY: ~L~Jr_~-" _ 1/!/'i!Ll ~!: I T CI: I\J(J_ f-w u) z 0 f-u ~ CL f- en z 0 u June 3, 2024 Item #2 Page 9 of 32 90 0 85 0 0 "' ~ 0 0 "' ci ~ 0 + 0 0 FIG-ITCUFB 0 + ~ 0 "' "' 0 -"' -1---~ r--: --+ lo 0 ~ ~ -0 r--r---(fl r--~ -+ 0 (fl "' N "' 0 r---"' ci (fl ~ "" "' ~ r--+ (fl N --0, 75 ;": -(fl r-- 10+00 10+50 11+00 11+50 12-+-00 12+50 I ----~--- E dO~~oT w 2 s s 12+00 11 4 7 \ -------... ~ 30 0 30 60 90 120 SCALE 1" 30' D: RAWING FILES TITLE SHEETS IMPROVEMENT TITLE SHEET.OWG RE\1SED: 2 23 17 w s 0 0 0 ~ 0 + ..., "' 0 -r--0 <( cci ci ~ f-"' "' (fl 0, + ..., -~ ~ "' (fl "' 13+00 13+50 PROFILE= AVENIDA ENCINAS 10 SCALES: HOR: 1"=30' VERT: 1"=6' -- w AVENIDA ENONAS PLAN: AVENIDA ENCINA SCALE: 1 "=30' --~o --0 -~~ -. 0, fC=O ~ + ,-0 ..., ~+ -0, = --.i- ;": ·-~-"' N --·· st- (fl "' --;": N (fl "' 14+00 Nasland JOB NO.: 121-108.1 0 0 ci "' u + f- st. -..., <( r-- f-0, (fl "' 14+50 Civil Engineering Surveying Land Planning 0 0 ci 0 u + f-"' " -0, <( r-- f-r--(fl "' 15-f-OO SLOPE 2: 1 (TYP.) T (858) 292-7770 474-0 Ruffner Street San Diego, CA 92111 nasland.com DATE 0 0 ci "' ~ + "' " --~ r-- "' (fl "' 15+50 y INITIAL ENGINEER OF WORK - 0 0 ~~ 0 0 + "' " -:~ ~ (fl 8 +co $! tu WW z :::c :::J Cl) :::c w ~w ~ Cl) 16+00 \ REVISION DESCRIPTION CON STRU CTI ON NOTES (D EXISTING CURB AND GUTTER AND SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE. Cf) EXISTING CURB RAMP TO REMAIN AND BE PROTECTED IN PLACE. (j) REMOVE EXISTING CURB RAMP. INSTALL CURB RAMP CASE D PER CAL TRANS CRD ABBA. C±) INSTALL CONCRETE SIDEWALK PER SDRSD G-07. @ INSTALL CURB AND GUTTER PER SDRSD G-02. @) EXISTING DRIVEWAY TO REMAIN AND BE PROTECTED IN PLACE. @ EXISTING CURB AND GUTTER TO REMAIN AND BE PROTECTED IN PLACE. @ 2" GRIND AND OVERLAY. @PROPOSED SAWCUT LINE. MATCH EXISTING ELEVATIONS. @) EXISTING STREET LIGHT TO REMAIN AND BE PROTECTED IN PLACE. @ EXISTING SEWER MANHOLE STRUCTURE TO REMAIN, RAISE LID TO GRADE. @CONSTRUCT 20' DRIVEWAY PER SDRSD G-14B. @) PROPOSED BUS STOP WITH BENCH AND SIGN AGE PER NCTD STANDARD SPECIFICATIONS. @) EXISTING TRAFFIC SIGNAL TO REMAIN AND BE PROTECTED IN PLACE. @INSTALL NEW PAVEMENT SECTION PER DETAIL IN SHEET 3. @ MATCH EXISTING ELEVATIONS. @LIMITS OF GRIND AND OVERLAY. @) CAUTION' EXISTING 12" HP GAS MAIN TO REMAIN AND BE PROTECTED IN PLACE. CURB DATA TABLE Cl] RADIUS LENGTH BEARING/DELTA NOTES C1 300.00' 28.70' 5'28'49" 6" CURB AND GUTTER TYPE G C2 3964.10' 151.12' 2'11'04" 6" CURB AND GUTTER TYPE G •L1 99.95 S22"30'04"E 6" CURB AND GUTTER TYPE G *INDICATES LINE/CURVE RUNS THROUGH MATCHLINE. CENTERLINE DATA TABLE (I) RADIUS LENGTH BEARING/DEL TA NOTES L1 96.68' S11'49'35"W CL AVENIDA ENCINAS C2 550.00' 234.77' 24'27'25" CL AVENIDA ENCINAS L3 70.10' S12'37'50"E CL AVENIDA ENCINAS C4 1337.00' 165.09' 7'04'29" CL AVENIDA ENCINAS •LS 99.71' S22'30'04"E CL AVENIDA ENCINAS *INDICATES LINE/CURVE RUNS THROUGH MATCHLINE. ~ -< (J1 .,, KEY MAP NOT TO SCALE I SHSET I CITY OF CARLSBAD TRANSPORTATION DEPARTMENT IMPROVEMENT PLAN FOR: AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS ITr] 9 APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE DWN BY: vc I CIP NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: DO OTHER APPROVAL CITY APPROVAL RVWD BY: LT f-----w (J) z 0 f-----u =:) er::: f----- (J) z 0 u ~ 0 lO June 3, 2024 Item #2 Page 10 of 32 a a ci LO U + >-,NI (J). -a C:::flGHT CUll'I --< "! --t-LO U1 LO 8 155 ~ +IO SQ tu WWI 3 tl5 50 :::c w ~~ ~ ~45 • 16+00 16+50 .-w 0 so' E G ' ~ so' a a ci OU + >-r--. -oo •• Ol <( . >-st U1 LO 17f00 ·E G -- w 18 w (BUS ID: 24340) a a ci LO U + >-r--. -oo ""N ~ ~- 17f50 w 8 ~ 24"Rcp (bit) -0 LS -___ _ w fu t<Bus 1D, 22548)~ so' 24" Rep 17tl2£ so' (l) C1 C2 C3 C4 • L1 zwL so • s :'.j ~ =-• ~w :<( ~ _, ... , 13 I I I I 0 .... a:: -s G G (TYP SLOPE 2: 1 (TYP.) CENTERLINE DATA TABLE (J) RADIUS LENGTH BEARING/DEL TA NOTES 99.71' S22"30'04"E CL AVENIDA ENCINAS C6 2769. 71' 388,02' 8"01'37" CL AVENIDA ENCINAS •L7 725.53' S30"29'20"E CL AVENIDA ENCINAS *INDICATES LINE/CURVE RUNS THROUGH MATCHLINE. WALL DATA TABLE RADIUS LENGTH BEARING/DELTA NOTES 2801.70' 23,65' 0·29'01'' WALL PER SDRSD C-04 99.50' 21.52' 12·23•32" WALL PER SDRSD C-04 100.50' 23.33' 13"18'03" WALL PER SDRSD C-04 2806.64' 189.57' 3"52'12" WALL PER SDRSD C-04 725.55 S30"29'20"E WALL PER SDRSD C-04 *INDICATES LINE/CURVE RUNS THROUGH MATCHLINE. D: RAWING FILES TITLE SHEETS IMPROVEMENT TITLE SHEET.OWG RE\1SED: 2 23 17 -, -- • a a ci au + >-00. -<D ~~ U1 LO 1Bf00 a a ci LO U + >-00. -<D .. st ;:; N U1 LO 18f50 a a a Ou + >-Ol -· <~ >--U1 LO 19fOO a a ci LOU + >- Ol. -"' ··N ;:; ci U1 LO 19f50 a a ci Ou + >-0 N ...... <( ->-Ol "' st 20 00 a a ci LOU + >-0 N <O ··a ;:; co "' st 20 50 PROFILE= AVENIDA ENONAS SCALES: HOR: 1 "=30' VERT: 1"=6' a a a au + >--N LO •• Ol <( .- >-"' (11 st 21+00 8 ci LOU + >- N io •• 00 a a a au + >-~ io •• 00 <( • >-st "' st 22-00 ----R/W--- w w so' 18+00», ill s SG = ,-- G G -- s 49 (START) [1] RADIUS LENGTH C4 2794.70' 391.52' C68 2.50• 5.99' C69 10,0D' 7.94' C70 3939.46' 68.91' C71 2.50' 5.99' C72 10.00· 7.94' C73 2823.57' 61.09' • L1 99.95 • L2 725.54 L48 8.07 L50 3.74 L52 276.79 L55 3.74 L58 276.78 15 - G G G G G G w w w 10 50 A VENID~_E_N_C_IN-;-~_-s __ (_B~l_:::S::::ID=:-24T3!0:..:)_-'=,j _c~=.=-s==~"'"""~ sc ,s, {,c6}-2{;tn-, -1~to_o~!!l...:,5===+=--• ...:2::.:0::..ti-.:o~~~ 5 G f----,-..._ G ' 7 ---j -24 -"'-=-~ -_.., __ ~ NTCD 4 14 -. - l/ PLAN= AVENIDA ENCINAS SCALE: 1 "=30' CURB DATA TABLE BEARING/DELTA NOTES - w ·W- "'>-! (11 8"01'37" 6" CURB AND GUTTER TYPE G STORM DRAIN DATA TABLE 137"06"42" MEDIAN CURB GS-18 45"28'29" MEDIAN CURB GS-18 1 ·00'08" MEDIAN CURB GS-18 137"06'42" MEDIAN CURB GS-18 45·28'29" MEDIAN CURB GS-18 1 ·14•23• MEDIAN CURB GS-18 s22·30'04"E 6" CURB AND GUTTER TYPE G S30"29'20"E 6" CURB AND GUTTER TYPE G s30·29•2o"E MEDIAN CURB GS-18 N14"59'08"E MEDIAN CURB GS-18 N30"29'20"W MEDIAN CURB GS-18 S16"20'05"W MEDIAN CURB GS-18 s30·29•2o"E MEDIAN CURB GS-18 (l) RADIUS LENGTH BEARING/DELTA NOTES L1 100.33 N30·29•2o·w 8" PERFORARATED PIPE L2 3.19 N36"31'17"W 8" PVC STORM DRAIN PIPE L3 11.14 S33"03' 43"E 24" RCP STORM DRAIN PIPE L4 3.28 S15"43'55"E 8" PVC STORM DRAIN PIPE •LS 100.33 s30·29•12"E 8" PERFORARATED PIPE L6 8.50 S59"30' 40"W 36" RCP STORM DRAIN PIPE *INDICATES LINE/CURVE RUNS THROUGH MATCHLINE. Nasland Civil Engineering Surveying *INDICATES LINE/CURVE RUNS THROUGH MATCHLINE. Land Planning JOB NO.: 121-108.1 a. >- <( :::; [}'. 11. :;:: ro . UlOO w~ a. z LO ~....J N w 0>-zw w [}'. u z a u f-- [}'. <( >-(11 T (858) 292-7770 474-0 Ruffner Street San Diego, CA 92111 nasland.com a 55 -.,., 50 0 (11 + LL ~j-.... •· Ol NTEFI.Jr.E=~~ c-.l (11 st 45 ci 8 LOU 40 O + >-au 45 40 22 50 :zaoo <( 30 0 DATE INITIAL 0 "' 30 SCALE a a ci LO U1 + LL .,., N r--•• Ol ;:; N "' st a a ci LOU a =1 a -. -a - a"'= I + LL= ~A.= LO-"'N-<( ,_ >-n - cri -.:t= a = a -. -a = Ou-+ ,-- st = N"---.. co-~~= "' st - 8 ~" Niu Ww ~ :::c ...J Cl) o ltl !;;i: Cl) ::ii: 2a 50 24+00 st I-! OlQ.f--~ [Il a::: ro ~ a::: ·w om~ ..----0... -0 N>-O Cl +,-('!I ,,.+w~ ~ LON .___ \J "1N z LO ~ -N I , I • ' _J <(~ ~w tnz u,r-w ro n'. [}'. u ::, z u a 8 u 60 90 1" -30' >-[}'. ;:; "' DATE I I 120 INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CONSTRUCTION NOTES (D EXISTING CURB AND GUTTER AND SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE. G) INSTALL CONCRETE SIDEWALK PER SDRSD G-07. @ INSTALL MEDIAN CURB PER GS-18. @ CONSTRUCT CURB INLET TYPE B PER SDRSD D-02. @ INSTALL CURB AND GUTTER PER SDRSD G-02. @) EXISTING DRIVEWAY TO REMAIN AND BE PROTECTED IN PLACE. @2" GRIND AND OVERLAY. @ EXISTING UTILITY POLE AND OVERHEAD COMMUNICATION LINE TO BE REMOVED AND UNDERGROUND. @PROPOSED SAWCUT LINE. MATCH EXISTING ELEVATIONS. @) EXISTING STREET LIGHT TO REMAIN AND BE PROTECTED IN PLACE. @ EXISTING SEWER MANHOLE STRUCTURE TO REMAIN, RAISE LID TO GRADE. @) PROPOSED BUS STOP WITH BENCH AND SIGNAGE PER NCTD STANDARD SPECIFICATIONS. @ CONSTRUCT CONCRETE LINED BMP PER DETAIL IN SHEET 3. @} INSTALL NEW PAVEMENT SECTION PER DETAIL IN SHEET 3. @J REMOVE EXISTING RETAINING WALL. ® CONSTRUCT BMP SWALE PER DETAIL IN SHEET 2 @) INSTALL TYPE A-4 CLEAN OUT PER SDRSD 0-09. @ EXISTING STORM DRAIN MANHOLE TO REMAIN AND BE PROTECTED IN PLACE. @ CAUTION' EXISTING 12" HP GAS MAIN TO REMAIN AND BE PROTECTED IN PLACE. @) PROPOSED MASONRY RETAINIG WALL TYPE 4 PER SDRSD C-04. @EXISTING SPRINTER STOP TO BE RELOCATED TO NEW BUS STOP LOCATION. @) INSTALL STORM DRAIN CLEANOUT PER GS-5.10. @) INSTALL RIP RAP ENERGY DISSIPATOR PER SDRSD D-40. (11 :i: -< (J1 45, ," KEY MAP NOT TO SCALE I SH6ET I CITY OF CARLSBAD ITr] TRANSPORTATION DEPARTMENT 9 IMPROVEMENT PLAN FOR: AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE OWN BY: vc I CIP NO. I DRAWING NO. DATE INITIAL CHKD BY: DO CITY APPROVAL RVWD BY: LT f-----w (J) z 0 f-----u =:) er::: f----- (J) z 0 u ~ 0 lO June 3, 2024 Item #2 Page 11 of 32 0 0 0 0 0 0 0 d d 0 LO r U) + LO r + u.. LO -fj() + LO N st-..,. N .<Xl < 0 N N ~ LO f-LO < Ol -,i-U) ..,. f-"' U) ..,. -ceNTB1.J111: U) ..,. =46 0 0 0 0 0 0 0 d d LO ~ 0 ~ + ~40 LO ~ + LO + LO N "' ..,. N LO ~ "' N <D ~ <Xl LO =f!: N -,i-U) ..,. .---FICHT ClfB = -,i-U) ..,. -U) ... :=46 0-40 24+00 -· 2l: fj() R/W f; 8 w w w-o 15 -,i-"' ~ co s s -A VENIDA ENCINAS "' tu Ww z :::c ...J Cl) :::c w ~~ ::i: [I] C6 •CB •C12 C14 C16 C18 C20 •C22 •L2 L3 L5 L6 L7 LB L9 RADIUS 873.37' 948.25' 2003.87' 903.37' 2.50' 1 o.oo· 892.47' 1995.00' LENGTIH 93.59' 225.94' 26.31' 96.76' 5.99' 7.94' 95.70' 34.20' 725.54 304.20 304.18 24.00 3.74 15.94 304.19 25t00 <D w f-LO ...J a:: • <( "' 3: • sf-,n 0 +"' LO LO CL iri N:::, N < (D f-- U) 0 z w G CURB DATA TABLE BEARING/DELTA NOTES 6"08'24" 6" CURB AND GUTTER TYPE G 13"39'07'" 6" CURB AND GUTTER TYPE G 0"45'08" MEDIAN CURB GS-18 6"08'13" MEDIAN CURB GS-18 137"06'56" MEDIAN CURB GS-18 45"28'30" MEDIAN CURB GS-18 6"08'39" MEDIAN CURB GS-18 0"58'56" MEDIAN CURB GS-18 S30"29'20"E 6" CURB AND GUTTER TYPE G S24"31'50"E 6" CURB AND GUTTER TYPE G N24"31 '50"W MEDIAN CURB GS-18 N30"29'20"W MEDIAN CURB GS-18 s14·59•oa·w MEDIAN CURB GS-18 S30"29'20"E MEDIAN CURB GS-18 S24"31'50"E MEDIAN CURB GS-18 *INDICATES LINE/CURVE RUNS TIHROUGH MATCHLINE. D: RAWING FILES TITLE SHEETS IMPROVEMENT TITLE SHEET.OWG RE\1SED: 2 23 17 0 0 d 0 + U) u.. <D N Ol ~ -LO U) ..,. 0 0 d 0 ~ + <D N "' <( ..,. f-LO U) ..,. - 45 ~00 G <JD RADIUS •L7 CB 898.37' L9 ~C10 2000.00· 0 0 0 LO U) + u.. <D N 1--< Ol -,i-f- U) ..,. 0 0 d LO ~ + <D N .<Xl ~ N LO U) ..,. 28 fj() -f; w s EXISTING SURFACE AT CENTERLINE 0 0 d 0 U) + u.. r-- N LO ~ ..,. -,i- U) ..,. 0 0 0 0 ~ + r--N LO ~ r-- -,i- U) ..,. 27 00 15 R/W· w 0 0 0 d LO 0 + r 0 r--0 U) N . + u.. -<Xl ~ <D N st-I") < <D U) ..,. f-N U) ..,. 0 0 d 0 0 LO ~ + d r--0 ~ + N N < "' <Xl N m f-"' < <Xl U) ..,. f-N U) ..,. 27 fj() 28 >00 PROFILE: A VENIDA ENCINAS SCALES: HOR: 1"=30' VERT: 1"=6' (START) 27 w w 0 0 d LO U) + u.. <Xl N 1--~ <D -U) ..,. ~ 0 0 d LO + ~ <Xl N st-~ m -U) ..,. PROPOSED TOP OF CURB 28 >fj() 6 0 0 0 d 0 0 0 0 0 + r LO r 0 Ol + 0 N-"' + .. -N ~ -<Xl 0 < "' "' -U) ..,. f-0 < U) ..,. f- U) 0 0 0 0 0 0 0 d 0 + ~ LO ~ 0 m + 0 N st-Ol + ~ "' N °<XJ 0 ~ <D "' -U) ... d ~ U) ..,. U) EXISTING SURFACE AT TOP OF CURB 29 >00 29 >fiO 30 D ,,,,.c,.,-,_J<;O'il.7-ii: -=,...,=-1 ~;;,S s w --o -r----=""== ... ,, "'~= ..... -O;S,. - SLOPE 2: 1 (TYP.) u f-w a:: N· •• •=-· _...,_ -..,;5.c.,,--=--·~,._ ,, - DAYLIGHT LINE ~~ r--LO +N <Xl N PLAN: AVENIDA ENCINA SCALE: 1"=30' CENTERLINE DATA TABLE WALL DATA TABLE LENGTH BEARING/DELTA NOTES (l) RADIUS LENGTIH BEARING/DELTA NOTES 725.53' S30"29'20"E CL AVENIDA ENCINAS C5 861.37' 92.32' 6"08'28" WALL PER SDRSD C-04 96.23' 6"08'14" CL AVENIDA ENCINAS •L1 725.55 S30"29'20"E WALL PER SDRSD C-04 304.16' S24"31'50"E CL AVENIDA ENCINAS L2 23.89 S24"31 '50"E WALL PER SDRSD C-04 228.48' 6"32'44" CL AVENIDA ENCINAS *INDICATES LINE/CURVE RUNS THROUGH MATCHLINE. *INDICATES LINE/CURVE RUNS TIHROUGH MATCHLINE. 30 0 30 60 90 SCALE 1" -30' 120 Nasland JOB NO.: 121-108.1 Civil Engineering Surveying Land Planning T (858) 292-7770 474-0 Ruffner Street San Diego, CA 92111 nasland.com r st-r-- "' "' ~ N 0 d ..,. 00 (1) RADIUS 0 0 d LO U) + u.. 0 "' N < -f-"' U) "' 0 0 0 LO ~ + 0 "' st-< "' f-m U) "' 30 >fj() 0 0 d 0 U) + u.. -"' . -~ "' cci U) "' 0 0 0 0 ~ + -"' . -< <D f-<Xl U) "' 31+00 I G 41 0 0 d LO r + -"' . -< <D f-r--U) "' 0 0 0 LO u + f- ;;, st-< <Xl f-r-- U) "' ~ 31· fj() - STORM DRAIN DATA TABLE LENGTH BEARING/DEL TA NOTES •L5 100.33 S30"29'12"E 8" PERFORARATED PIPE *INDICATES LINE/CURVE RUNS THROUGH MATCHLINE. DATE INITIAL DATE -~ w 0 = 0 d 0 ~~ + N "' ~ "' <0-U) "'= ~ui +f- ~ini <( --: f-r-- U) "' ■ 32+ I I I 00 8 + CID ~ tu !Mw :Jm ow F-M:/ 1 I INITIAL DATE CONSTRUCTION NOTES (1) EXISTING CURB AND GUTTER AND SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE. INITIAL 8) INSTALL CONCRETE SIDEWALK PER SDRSD G-07. @ INSTALL TYPE B ISLAND PASSAGEWAY PER CAL TRANS STANDARD PLAN ASSA. @ INSTALL MEDIAN CURB PER GS-18. @ INSTALL CURB AND GUTTER PER SDRSD G-02. @) EXISTING DRIVEWAY TO REMAIN AND BE PROTECTED IN PLACE. @ 2" GRIND AND OVERLAY. @EXISTING UTILITY POLE AND OVERHEAD COMMUNICATION LINE TO BE REMOVED AND UNDERGROUND. @ PROPOSED SAWCUT LINE. MATCH EXISTING ELEVATIONS. @) EXISTING STREET LIGHT TO REMAIN AND BE PROTECTED IN PLACE. @ EXISTING SEWER MANHOLE STRUCTURE TO REMAIN, RAISE LID TO GRADE. @CONSTRUCT 20' DRIVEWAY PER SDRSD G-14B. @CONSTRUCT CONCRETE LINED BMP PER DETAIL IN SHEET 3. @INSTALL NEW PAVEMENT SECTION PER DETAIL IN SHEET 3. @ PROPOSED R/W. @INSTALL RECTANGULAR RAPID FLASHING BEACON (RRFB PER SIGNING AND STRIPING PLANS. @INSTALL CURB RAMP CASE C PER CALTRANS CRD ASSA. @ MATCH EXISTING ELEVATIONS. @ REMOVE EXISTING RETAINING WALL. ® CONSTRUCT BMP SWALE PER DETAIL IN SHEET 2. @ADJUST GAS VALVE TO GRADE. @ CAUTION' EXISTING 12" HP GAS MAIN TO REMAIN AND BE PROTECTED IN PLACE. @INSTALL CURB RAMP CASE A PER CALTRANS CRD ASSA. @) PROPOSED MASONRY RETAINIG WALL TYPE 4 PER SDRSD C-04. @) EXISTING SPRINTER BUS STOP TO REMAIN. (@ INSTALL STORM DRAIN CLEANOUT PER GS-5.10. U) :i: -< (J1 KEY MAP NOT TO SCALE I SH7ET I CITY OF CARLSBAD ITr] TRANSPORTATION DEPARTMENT 9 IMPROVEMENT PLAN FOR: AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE OWN BY: vc CIP NO. CHKD BY: DO ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: LT I I DRAWING NO. f----w (J) z 0 f----u =:) er::: f---- (J) z 0 u ~ 0 lO June 3, 2024 Item #2 Page 12 of 32 ' ' ' ' ' EXISTING SURFACE AT CENTIERLINE 0 0 C 45 0 0 0 0 0 LO V) 0 0 + LL 0 V) LO V) N + LL + LL r=~. "' <D "' "' "' N <i. st "' O> <i. 0 -40 f-<D <i. LO V) "' f-<D V) "' f-LO V) "' C 35 0 0 0 0 0 0 0 LO ~ 0 0 + 0 ~ + LO ~ N + "' <D "' "' 40 <i. <D "' IX) "' O> f-<D < ~ <D ~ :::: FICJiT CUFB V) "' f-<D LO V) "' V) "' r::::35 PROPOSED TOP OF CURB ■ 32 +oo 32 50 33 00 33 50 I I \ \ \ LIU " L 0 0 ct:i ...... :m =•=-i 3m g~ ~ 25.0' \-G -----G ----- \ G \; G ~ 0 I ~ 0 \ CURB DATA TABLE [l] RADIUS LENGTH BEARING/DELTA NOTIES •CB 948.25' 225.94' 13"39'07" 6" CURB AND GUTTIER TYPE G C9 2.50' 5.99' 137"06'42" 6" CURB AND GUTTIER TYPE G C11 10.00' 8.05' 46-07'43" MEDIAN CURB GS-18 C12 2003.87' 26.31' 0·45'08" MEDIAN CURB GS-18 C22 1995.00' 34.20' 0"58'56" MEDIAN CURB GS-18 L4 3.65 N22i4'33"E MEDIAN CURB GS-18 *INDICA TIES LINE/CURVE RUNS THROUGH MATCHLINE. D: RAWING FILES TITLE SHEETS IMPROVEMENT TITLE SHEET.OWG RE\1SED: 2 23 17 0 0 0 0 ~ ;l: "' LO <i. ~ f-LO V) "' -0 -IX) 0 -I'- 0 --IX) 0 ~~ 0 ~ ;l: + st -= "' "' ;,-, ~-<i. N -~ ~ .-LO f-LO -(/} n = V) "' -35 50 3E 50 PROFILE= AVENIDA ENCINAS SCALES: HOR: 1"=30' VERT: 1"=6' 37 •00 :.,. -50 3:: co~ mo m :::c: cor :::c: -mZ ~m ~i 38 00 38 50 39 00 39 50 40+00 CONSTRUCTION NOTES CD 0 ® (J) ® @) @ @ @) @ @) @ @ @ EXISTING CURB AND GUTTER AND SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE. INSTALL CONCRETE SIDEWALK PER SDRSD G-07 INSTALL MEDIAN CURB PER GS-18. EXISTING CURB INLET TO REMAIN AND BE PROTECTED IN PLACE. INSTALL CURB AND GUTTER PER SDRSD G-02. EXISTING DRIVEWAY TO REMAIN AND BE PROTECTED IN PLACE. 2" GRIND AND OVERLAY. PROPOSED SAWCUT LINE. MATCH EXISTING ELEVATIONS. EXISTING STREET LIGHT TO REMAIN AND BE PROTECTED IN PLACE. EXISTING SEWER MANHOLE STRUCTURE TO REMAIN, RAISE LID TO GRADE. PROPOSED BUS STOP WITH BENCH AND SIGNAGE PER NCTD STANDARD SPECIFICATIONS. INSTALL NEW PAVEMENT SECTION PER DETAIL IN SHEET 3. MATCH EXISTING ELEVATIONS. CAUTION 1 EXISTING 12" HP GAS MAIN TO REMAIN AND BE PROTECTED IN PLACE. l;.__ s--.,,. ___ s----s----s\--s----s----s----s----+\ s \ I + --~-----s -----s -----s -----s -f ID---. - u f-w a,: IX) " u, I'-0 .0 u, u, ID G -IXl N G 0 "' G + G G CENTERLINE DATA TABLE Cl) RADIUS LENGTH BEARING/DEL TA NOTES l*C10 2000.00' 228.48' 6'32'44" CL AVENIDA ENCINAS • L11 1071.39' S18"22'59"E CL AVENIDA ENCINAS *INDICATES LINE/CURVE RUNS THROUGH MATCHLINE. 30 0 30 60 90 120 SCALE 1" -30' G G ~ -----s 35"RCP E E E 0 -E I --. J 4 • 15 -----w-----'>d:!·w -----w ____ ...:,1~5 I + s APF + + s h - EXISTING TRIPLE BOX CULVERT + + + 0 t \ \ \ \ ----G ----G ----G ----\ \ G ----G --,-\--G\----G ----G + + + + + I .a& s -u ,er k I I G G PLAN= AVENIDA ENCINA \ \ SCALE: 1 "= 30' \ \ \ \ 8 + CJ) itu Ww 3m :::c: w ~!ff ~ V) :i: -< (J1 'o KEY MAP NOT TO SCALE 1------+--+-----------+-----+--+-----+--------J I SH8EET I CITY OF CARLS BAD ~9 TRANSPORTATION DEPARTMENT ~ :====:::....::============--=== Nasland JOB NO.: 121-108.1 Civil Engineering Surveying Land Planning T (858) 292-7770 474-0 Ruffner Street San Diego, CA 92111 nasland.com DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL IMPROVEMENT PLAN FOR: AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER DWN BY: VC CHKD BY: DO RVWD BY: LT RCE 75991 EXP.6/20/24 DATE I DRAWING NO. ~-------- CIP NO. f----w (J) z 0 f----u =:) er::: f---- (J) z 0 u ~ 0 lO June 3, 2024 Item #2 Page 13 of 32 40t00 40+50 I I E L w 8 ~ 1 +ao I ~lu Ww iii:: J: + + + JCIJ :cw ow E ~ C/J 1- :il I 41+00 41+50 42+00 42+50 43+00 60 55 CENTERLNE 50 55 RIG-IT CURB 43+50 44+00 PROFILE: A VENIDA ENCINAS SCALES: HOR: 1 "=30' VERT: 1''=6' 50 45 r---iri N (/) + LL .,. .,. a <( a >-a (/) I() -----s-----s-----s-----s-----s-----s-----s-----s-----s-----s , + + + • s -PE APE -• PE I m--__. a a a ci a a a ci .., I() [2 r--+ a a (/) ,...: I() a + LL N .,. . ci I() 0 -+ ~ a, I() 0 .,. .., >-I() + >-<( co -.,. .,. "' (/) I() >-a ~ a .,. "' (/) I() <( a -(/) I() >-a (/) I() a a a ci .,. a a ci I() ~ + "' a ~ I() .,. ~ + .,. LO + ~ .,. :,, ~ co .,. . r----<( (/) I() <( a >-a >-a (/) I() (/) I() 44+50 45+00 45+50 s s s s s s 0 I + , 1i_/ w w O 2 0 0 45 00 + Uf-01-Ut-Ul-m a:::: w a::: (D a:::: w a::: -v~ r--,.0) CX) LOQ ~co ro o t-G G G -----G -----G -----G -----G -----p G • 0 Lri ui ----------G -----G -----G -----, -tfl ..,--G --N _o N -----G ---+ + CURB DATA TABLE [l] RADIUS LENGTI-1 BEARING/DELTA NOTES C27 10.00' 7.94' 45°28°29" MEDIAN CURB GS-18 C29 2.50' 6.00' 137°27'17" MEDIAN CURB GS-18 C31 10.00' 7.94' 45"28'29" MEDIAN CURB GS-18 C36 2.50' 6.03' 137°57'48" MEDIAN CURB GS-18 C42 100.00· 13.30' 7°37'05" 6" CURB AND GUTTER TYPE G C44 100.00' 13.82' 7°55'06" 6" CURB AND GUTTER TYPE G C61 2.50' 5.99' 137°06'46" MEDIAN CURB GS-18 C67 10.00' 7.94' 45"28'29" MEDIAN CURB GS-18 L20 336.72 S18"22'59"E MEDIAN CURB GS-18 L21 3.70 S27"05'29"W MEDIAN CURB GS-18 L22 336.72 N18"22'59"W MEDIAN CURB GS-18 L24 3.74 N27"05'29"E MEDIAN CURB GS-18 •L27 457.69 N20"24'52"W 6" CURB AND GUTTER TYPE G L28 146.65 N18"36'36"W 6" CURB AND GUTTER TYPE G L29 37.17 N26i3'42"W 6" CURB AND GUTTER TYPE G •L44 255.79 S20"24'52"E MEDIAN CURB GS-18 •L46 255.78 N20"24'52"W MEDIAN CURB GS-18 L47 3.74 N25"03'36"E MEDIAN CURB GS-18 *INDICATES LINE/CURVE RUNS THROUGH MATCHLINE. D: RAWING FILES TITLE SHEETS IMPROVEMENT TITLE SHEET.OWG RE\1SED: 2 23 17 PLAN= AVENIDA ENCINA SCALE: 1 "=30' CENTERLINE DATA TABLE Cl) RADIUS LENGTH BEARING/DELTA NOTES •L11 1071.39' S18"22'59"E CL AVENIDA ENCINAS L12 175.63' S1 8"36' 36 "E CL AVENIDA ENCINAS •L13 457.24' S20"24'52"E CL AVENIDA ENCINAS *INDICATES LINE/CURVE RUNS THROUGH MATCHLINE. 30 0 30 60 90 120 SCALE 1'' -30' .,. I() .,. .,. Nasland JOB NO.: 121-108.1 Civil Engineering Surveying Land Planning EXISTING SURFACE a AT CENTERLINE a a ci a I() [2 a ci + a a (/) r-- ci + LL .,. 'ix> a r--~ a a I() (/) .,. .., a:i ci + LL <( co (/) I() a "' (/) .,. . >-"' + LL ~ -(/) I() "' -.,. . iri -<( "' (/) I() >-.., (/) I() a a a ci a I() ~ a + a a a ~ ~ + a, a a r--<( a, a I() ~ .,. LO ci + >-r--<( r--(/) I() a "' ~ .,. :,, >-"' + (/) I() ~ <( a LO >-I() <( I() (/) I() >-.., (/) I() PROPOSED TOP OF CURB 46t00 46+50 47+00 47+50 " 0 27 _(END) --s s s s s s s s s ----- + , ~ 10 .., 2 >- T (858) 292-7770 474-0 Ruffner Street San Diego, CA 92111 nasland.com w w I (/) - APE DATE ~~ 0'- Cl.. t-o:: "'. -a '° a +~ "' .,. INITIAL ENGINEER OF WORK 47;t00 APE APE - REVISION DESCRIPTION s ci I <( • a I co ~ s:::: C/J ~ mo m:::z:: C/J r :::z:: -mZ ~m .... & o+ 8 48+00 I s=j D '-' I I DATE INITIAL OTHER APPROVAL CONSTRUCTION NOTES (D EXISTING CURB AND GUTTER AND SIDEWALK TO REMAIN AND BE PROTECTED IN PLACE. (D INSTALL CONCRETE SIDEWALK PER SDRSD G-07. @ INSTALL MEDIAN CURB PER GS-18. ® INSTALL CURB AND GUTTER PER SDRSD G-02. @) EXISTING DRIVEWAY TO REMAIN AND BE PROTECTED IN PLACE. @ 2" GRIND AND OVERLAY. @PROPOSED SAWCUT LINE. MATCH EXISTING ELEVATIONS. @) EXISTING STREET LIGHT TO REMAIN AND BE PROTECTED IN PLACE. @INSTALL NEW PAVEMENT SECTION PER DETAIL IN SHEET 3. @ PROPOSED R/W. G_i) MATCH EXISTING ELEVATIONS. @ CAUTION' EXISTING 12" HP GAS MAIN TO REMAIN AND BE PROTECTED IN PLACE . DATE INITIAL CITY APPROVAL ~ -< (J1 KEY MAP NOT TO SCALE I SHgET I CITY OF CARLSBAD ITr] 9 TRANSPORTATION DEPARTMENT IMPROVEMENT PLAN FOR: AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE DWN BY: vc I CIP NO. I DRAWING NO. CHKD BY: DO RVWD BY: LT f-----w (J) z 0 f-----u =:) er::: f----- (J) z 0 u ~ 0 lO June 3, 2024 Item #2 Page 14 of 32 8 + 0) ij lu Ww ~ :::c ...J Cl) :::c w ow ~ Cl) ::!: 1/) (60 CENTERLINE 0 0 0 55 1/) u 1:-+ f-l ~a OJ <( LO ,.... f-a, lt RIG-IT CURB -Ul 1/) 50 48+00 48+50 I I w w 10• AC 1--s s s PVI ELEV: 60.35 150.00' vc 0 s 0 0 0 0 {/) + "-a, st-IX) ~~ {/) 1/) 0 0 ci 0 ~ + a, st-0 < IX) f-a, {/) 1/) 49+00 w s 0 0 ci 1/) ~ + a, st-1/) ~ <D 0) {/) 1/) 49+50 w w s s s s s -R/W- @ C1 C2 C3 C4 L7 LB L9 L10 L11 L12 L13 I I RADIUS 671.64' 618.34' 589.59' 566.20' -0 ~ 0--' STORM DRAIN DATA TABLE LENGTH BEARING/DEL TA NOTES 50.04' 4"16'08" s· PERFORARA TED PIPE 50.02' 4"38'05" 8" PERFORARATED PIPE 50.02' 4·51 '39" s· PERFORARA TED PIPE 49.98' 5"03'28" 8" PERFORARA TED PIPE 3.28 S39"58'05"E 8" PVC STORM DRAIN PIPE 3.27 S12"02'52"E s· PVC STORM DRAIN PIPE 2.65 N6"32'13"W s· PVC STORM DRAIN PIPE 2.63 S44"23'00"E s· PVC STORM DRAIN PIPE 4.12 S64"25'29"W 24'" RCP STORM DRAIN PIPE 39.19 S7 4 ·54'1 O"E 36" RCP STORM DRAIN PIPE 50.01 S64"15'37"W 24'" RCP STORM DRAIN PIPE D: RAWING FILES TITLE SHEETS IMPROVEMENT TITLE SHEET.OWG RE\1SED: 2 23 17 s 0 0 ci 0 {/) +"-~ ·v ,iN f-a, {/) 1/) 0 0 ci 0 ~ + 0 1/) "' <( -f-a, {/) 1/) 50+00 LEFT CURB ,..., 0 ui -u + f- inn 60<,.... f-<D {/) 1/) 55 EXISTING SURFACE AT CENTERLl~E 50 0 0 ci 1/) {/) +"- ~;,. ..... ~ a:i {/) 1/) 0 0 0 1/) ~ + 0 1/) <D < ,..., f-IX) {/) 1/) 50+50 =o -o ci 0 {/) +"----in a, =·· N _<(. -f-,.... {/) 1/) 0 0 _ci -0 ~ =+ ---in =··· <( 1'i f-,.... {/) 1/) PROPOSED TOP OF CURB 51+00 w ----31 a_ Nf-_ _, s 0 + 16.0' AVENIDA ENCINAS -G s 1 oo I- CENTERLINE DATA TABLE a_ f-"' o. -a ,..; 0 -ui +N -1/) CJD RADIUS LENGTH BEARING/DEL TA NOTES •L13 457.24' S20"24'52"E CL AVENIDA ENCINAS L14 213.19' S20"41'00"E CL AVENIDA ENCINAS •C15 607.18' 456.10' 43"02'24" CL AVENIDA ENCINAS *INDICATES LINE/CURVE RUNS THROUGH MATCHLINE. 30 0 30 60 90 SCALE , .. -30' 0 0 0 1/) u + f--1/) <D <i.. O> f-1/) {/) 1/) 0 0 ci 1/) {/) +"--1/) 1/) < .---f-<D {/) 1/) 0 0 ci 1/) u + f- .;:; <D ··o ~ <D {/) 1/) 51+50 0 0 ci 0 ~ + N 1/) N ~ a, sf {/) 1/) PROPOSED TOP OF CURB ' ' PROPOSED CENTERLINE 0 0 0 0 r + N 1/) o < 0 f-1/) {/) 1/) 0 0 ci 0 ~ + N 1/) N ~ a, sf {/) 1/) 52+00 PROFILE= AVENIDA ENCINAS SCALES: HOR: 1''=30' VERT: 1"=6' -f- a_ "' 1/) -IX) 0 ·o st-. -1/) +N 5i PLAN= AVENIDA ENCINA SCALE: 1 "=30' 120 0 0 0 0 0 0 1/) ~ ci 0 + 0 ~ ci N + 1/) ~ 1/) ,.... ,..., + ~ ,.... 1/) -... ,..., ,..; ~ IX) 1/) 1/) {/) 1/) N < ,..., {/) 1/) f-N {/) 1/) PVI ELEV: 52.11 150.00' vc u {/) > LL ID .g ,..., 0 IX) 0 0 ' . ,..; ci 0 0 ci .in 1/) 0 {/) ,+ + "-1/) {/) N ,..., + "- 1/) 1/) N ,..., I .. < a, 1/) ,..., .<( ~ st- f-f-N N {/) {/) 1/) {/) 1/) 0 0 0 ci 0 0 1/) ~ ci 0 + 0 ~ ci N + 1/) ~ 1/) ,.... ,..., + ~ ,.... 1/) -... ,..., ,..; ~ IX) 1/) 1/) {/) 1/) N < ,..., {/) 1/) f-N {/) 1/) 52+50 53+00 53+50 • JE-=RJW SEE SHEET 4 r-,. w a.. I-u f-FOR STORM DRAIN L7 N -' ::;; "' ID "' 1/) ~ID" N VlO O N o + N 0 w~ ,..., a_ Z lO ui 1/) :::,;-N N ~ ID -' 0~ ,..., {/) 1/) zw w "' u z 0 u f-"' ~ {/) Nasland JOB NO.: 121-108.1 PROFILE B Civil Engineering Surveying Land Planning a_ ::;; ID a, a_ f-r: '.:!: a:: lO ID . ,.... 0 +□ 1/) ,..., w . 10 Z lO -N < __J In~ w "' u z 0 u 0 z w 0 0 ci 0 ~ j: 1/) " -< ,..., f-N {/) 1/) u {/) > . w "- ,..., a, IX) ,..., 0 N 0 1/) + ... If) ~ {/) VJ I • 54+00 -ID f-a_ f-~ "' ::;; "' a,W ID " ,....~o 0 + f-0 +□ lO ,..., ' I"') w I[) f-1/) WN l0 2 N .. -' -' ~w z {/) f- ID w "' "' u ::, z u 0 a u f-"' <( f- {/) T (858) 292-7770 474-0 Ruffner Street San Diego, CA 92111 nasland.com a_ ::;; ID ,..., + st- 1/) ~ {/) e=o ,-~ 0 1/) ~ + e=..-,-in 0 ~--1/) ,-~ N {/) 1/) -o 0 0 =l{) u =.+1- =~"o =<( LO f-N {/) 1/) 54+50 // 1--1 t,tTCO a_ w f- ::;; -' "' ID~• OUl O w ~ z a_ 1/) -:::,;N -' ID ~ f- w "' "' <( u f-z {/) 0 u 0 z w 0 0 ci 0 + 1/) 1/) < f-{/) 0 0 ci ~ a, <D N 1/) 0 {/) + "-~ j--.. .. ,.... ~N {/) 1/) 0 0 0 au + f-l/) 1/) a, ~~ {/) 1/) 55+00 w -' a,<( 1/) ;;=: ,..; {/) a_ f-::;; -' ID " 0 • • 1/) <( 0 . f-z 1/) UlW N 0 0 0 1/) ~ + 1/) 1/) IX) < IX) f-N {/) 1/) EXISTING SURFACE AT CENTERLINE 0 0 0 1/) {/) + "-1/) 1/) <D •• a, ~N {/) 1/) 0 0 0 1/) u + f-l/) 1/) IX) •• IX) ~N {/) 1/) 55+50 \ \ <D w f- lXJ -' "' . <( a, ;;=: " N (I) fl5 a_ ui ::;; N <{ ID f-{/) 0 z w 0 i 0 0 - 0 :I + <D 1/) ~ 0 ,..;- {/) 1/) ~ CON STR U CTI ON NOTES G) INSTALL CONCRETE SIDEWALK PER SDRSD G-07. @ INSTALL MEDIAN CURB PER GS-18. @ CONSTRUCT CURB INLET TYPE B PER SDRSD D-02. ® INSTALL CURB AND GUTTER PER SDRSD G-02. @ 2" GRIND AND OVERLAY. @ EXISTING UTILITY POLE AND OVERHEAD COMMUNICATION LINE TO BE REMOVED AND UNDERGROUND. @ © @ ® ® ® @ ® @ @ @ @ @) @ PROPOSED SAWCUT LINE. MATCH EXISTING ELEVATIONS. CONSTRUCT CONCRETE LINED BMP PER DETAIL IN SHEET 3. INSTALL NEW PAVEMENT SECTION PER DETAIL IN SHEET 3. MATCH EXISTING ELEVATIONS. CONSTRUCT CONCRETE HEADWALL PER SDRSD D-34. CONSTRUCT BMP SWALE PER DETAIL IN SHEET 2. INSTALL TYPE A-4 CLEANOUT PER SDRSD D-09. EXISTING TYPE F CATCH BASIN TO REMAIN AND BE PROTECTED IN PLACE. EXISTING CONCRETE HEADWALL TO BE REMOVED. REGRADE TO NEW HEADWALL. EXISTING SIGN TO BE REMOVED. CONSTRUCT 20' DRIVEWAY PER SDRSD G-14A. INSTALL STORM DRAIN CLEANOUT PER GS-5.10. INSTALL CHAIN LINK FENCE PER SDRSD M-20. HEIGHT TO MATCH ADJACENT FENCE. CURB DATA TABLE [!] RADIUS LENGTH BEARING/DELTA NOTES •C37 632.19' 418.22' 37"54'12" 6" CURB AND GUTTER TYPE G C46 327.79' 50.18' 8"46'14" 6" CURB AND GUTTER TYPE G C47 293.10' 50.99' 9·5s'o3" 6" CURB AND GUTTER TYPE G •C49 582.16' 400.39' 39"24'21" 6" CURB AND GUTTER TYPE G 56+00 •C55 612.17' 423.68' 39"39'15" MEDIAN CURB GS-18 MEDIAN CURB GS-18 ~ & \ •C57 602.15' 407.73' 38"47'48" C58 2.50' 5.99' 137"06'42" MEDIAN CURB GS-18 C59 10.00' 7.94' 45"28'29" MEDIAN CURB GS-18 C63 1 o.oo' 7.92' 45·22'45" MEDIAN CURB GS-18 C65 2.50' 5.87' 134"21'59" MEDIAN CURB GS-18 L25 111.38 N20"41 '00"W 6" CURB AND GUTTER TYPE G L26 101.87 N20"41'00"W 6" CURB AND GUTTER TYPE G •L27 457.69 N20"24'52"W 6" CURB AND GUTTER TYPE G L31 110.20 S20"41'00"E 6" CURB AND GUTTER TYPE G L33 196.45 s20·41 'oo"E MEDIAN CURB GS-18 L40 204.52 N20"41 '00"W MEDIAN CURB GS-18 L42 3.74 S24"47'29"W MEDIAN CURB GS-18 •L44 255.79 S20"24'52"E MEDIAN CURB GS-18 L45 3.87 S25"03'57"W MEDIAN CURB GS-18 •L46 255.78 N20"24'52"W MEDIAN CURB GS-18 *INDICATES LINE/CURVE RUNS THROUGH MATCHLINE. \ ~ -I (J1 \ 00 Sl ~ ~l" l';, KEY MAP NOT TO SCALE l-----+--+------------1-------l----1-------l-----l I S1HEOET I CITY OF CARLS BAD ~9 TRANSPORTATION DEPARTMENT ~ ~==--============'....==~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION IMPROVEMENT PLAN FOR: AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE , ___ _L__ __ '--__ _L__ _ __, L':D"W._._N'-"---B-"Y-'-: '-='v='c'====.J L ___ c_1 P_N_o_. ___ ~I DR A w1 N c No. -DATE INITIAL DATE INITIAL CHKD BY: ~D=□~- OTHER APPROVAL CITY APPROVAL RVWD BY: LT f---w (J) z 0 f---u =:) er::: f--- (J) z 0 u ~ 0 lO June 3, 2024 Item #2 Page 15 of 32 8 +o co,- ll) lu WW ~m ~lH <en ::il =60 - =LEFT CURB =:55 =so - =60 =CENTERLltE =55 -50 = 0 0 d lO + <O lO < f- (/) 0 0 0 lO + <O lO < f-(/) 0 0 d ~ lO N ,,, lO (/) LL st-r<) r<) lO lO U + f--RIGHT ,.... .,,., ·'° == '-Ul""ID :If) co I •=so 56+00 30 I 0 •. N ~ r<i (I) lO 56t50 30 SCALE 60 1 " - 0 0 d 0 ~ + in in < st f-,,, (/) lO 0 0 0 0 [2 + r--lO "' < lO f-,,, (/) lO 0 0 d O(J + f- G; io ;5~ (I) lO 57t00 30' O, \URA\\1NG Fll.ES\TITLE SHEETS\IMPRO'IEMENT 1111.E SHEET.OWG RE'ASED, 2/23/17 90 r--st r-- N (J + f- r;; LO •• lO ~ ,,, (I) lO 0 0 d lO ~ + r-- lO st-< <O f-,,, (/) lO 0 0 0 lO (/) + LL r--lO N < r-- f-,,, (/) lO 57+50 ~ 120 I 0 0 0 0 0 0 0 0 d 0 0 0 0 0 d 0 (J 0 0 d d lO ~ d 0 ~ + f-d 0 lO ~ + + lO ~ + 0 -0 ~ + ~ + a, 0 (0 (0 N + (0 a, co a, lO ,,, <O < ,,, ~ r--co lO 0 < 0 ui lO 0 lO r--~ st < r--f-lO ~ 0 f-lO (/) lO (/) lO < co -,f f-st (/) lO -,f (/) lO f-,,, (/) lO (/) lO (/) lO 0 0 0 0 0 0 0 0 d 0 0 0 0 d 0 0 d lO 0 (/) 0 0 (/) + LL d 0 lO (/) + 0 0 [2 [2 + LL LL lO + 0 -0 (/) + 0 <O st-(/) + LL a, 1n <O " + LL a, <O -~ a, co lO lO <O co lO N < N <( ui lO ~ a, lO (0 a, ~ (0 f-lO f-lO (/) lO < a, ~ N -,f -,f (/) lO (/) lO -,f (/) lO f-,,, (/) lO (/) lO (/) lO 58+00 58+50 59t00 59+50 61t00 CURB DATA TABLE [l] RADIUS LENGTH BEARING/DELTA NOTES PLAN= AVENIDA ENCINA SCALE: 1''=30' •C37 632.19' 418.22' 37"54'12" 6" CURB AND GUTTER TYPE G C45 30.00' 45.73' 87"20'26" 6" CURB AND GUTTER TYPE G •C49 582.16' 400.39' 39"24'21" 6" CURB AND GUTTER TYPE G C50 148.88' 50.34' 19"22'17" 6" CURB AND GUTTER TYPE G C51 1474.81' 49.78' 1 "56'02" 6" CURB AND GUTTER TYPE G C52 568.00' 189.88' 19·09'15" 6" CURB AND GUTTER TYPE G C54 642.08' 202.04' 18"01 '45" 6" CURB AND GUTTER TYPE G •C55 612.17' 423.68' 39"39'15" MEDIAN CURB GS-18 C56 2.50' 5.78' 132"23'59" MEDIAN CURB GS-18 •C57 602.15' 407.73' 38"47'48" MEDIAN CURB GS-18 C60 10.00' 8.03' 45·59'11" MEDIAN CURB GS-18 L30 13.59 s28·43'3o"w 6" CURB AND GUTTER TYPE G L32 L36 180,84 S89"15'51 "E 6" CURB AND GUTTER TYPE G 3.73 N13"54'47"W MEDIAN CURB GS-18 Nasland L38 1.06 N59"45'35"W MEDIAN CURB GS-18 JOB NO.: 121-108.1 *INDICATES LINE/CURVE RUNS THROUGH MATCHLINE. 0 0 d lO (J + f--<O in < 0 f-<O (/) lO 0 0 d lO (/) + LL -<O ;-... < N f-<O (/) lO 61+50 Civil Engineering Surveying Land Planning 0 0 0 0 ~ + N <O co < r<) f-(0 (/) lO 0 0 d 0 [2 + N <O 0 < <O f-<O (/) lO 62t00 T (858) 292-7770 474-0 Ruffner Street San Diego, CA 92111 nasland.com CONSTRUCTION NOTES 0 0 ---G) EXISTING CURB AND GUTTER AND SIDEWALK TO REMAIN 0 0 0 0 --r-- 0 d ---0 d ---AND BE PROTECTED IN PLACE. d 0 u = -N ~ d 0 lO ~ + f-= = + G) lO ~ + EXISTING CURB RAMP TO REMAIN AND BE PROTECTED IN ~ + st _st + r<) ",= ,,, <O -<O <O PLACE. N " <O "' N _ -.. r--<O <O -~ <O --<( co < 0 < ,,, --=f-r--: 8) < (0 r---INSTALL CONCRETE SIDEWALK PER SDRSD G 07. f-r--f-r--(/) lO= =(/) lO f-(0 (/) lO ® (/) lO INSTALL TYPE B ISLAND PASSAGEWAY PER CAL TRANS (/) lO STANDARD PLAN A88A. ® INSTALL MEDIAN CURB PER GS 18. ® INSTALL CURB AND GUTTER PER SDRSD G 02. @ PROPOSED SAWCUT LINE. MATCH EXISTING ELEVATIONS. @) EXISTING SEWER MANHOLE STRUCTURE TO REMAIN, RAISE LID TO GRADE. @ CONSTRUCT 20' DRIVEWAY PER SDRSD G 14B. @ END ROADWAY WIDENING. 0 0 0 0 @ INSTALL NEW PAVEMENT SECTION PER DETAIL IN SHEET 0 0 0 d 0 d d d 0 3. 0 lO (/) + [2 lO (/) + LL @ (/) + LL st INSTALL RECTANGULAR RAPID FLASHING BEACON (RRFB + LL r<) r<) <O in N <O st-PER SIGNING AND STRIPING PLANS. <O "' co <O "' < lO < < N ® < a, f-r--INSTALL CURB RAMP CASE C PER CALTRANS CRD ASSA. f-r--f-r--(/) lO (/) lO f-<O (/) lO @ (/) lO MATCH EXISTING ELEVATIONS. @ CAUTION 1 EXISTING 12" HP GAS BE PROTECTED IN PLACE. MAIN TO REMAIN AND @ INSTALL CURB RAMP CASE A PER CALTRANS CRD ASSA. ® INSTALL CONCRETE CROSS GUTTER PER SDRSD G 12. 62+50 63+00 63+50 64t00 64+25 ' LJ ----- CENTERLINE DATA TABLE CJD RADIUS LENGTH BEARING/DELTA NOTES •C15 607.18' 456.10' 43·02•24" CL AVENIDA ENCINAS C16 600.00' 266.69' 25"28'03" CL AVENIDA ENCINAS L17 116.55' S89i 3'02"E CL AVENIDA ENCINAS L18 •C19 600. 00' 64.32' S89"20'58"E 661.52' 63"10'14" CL AVENIDA ENCINAS CL AVENIDA ENCINAS KEY MAP 00 *INDICATES LINE/CURVE RUNS THROUGH MATCHLINE. NOT TO SCALE ,__---+--+-----------+----+--+----+----I ~1 CITY OF CARLS BAD I SH1E9ETS I L_I_I_J TRANSPORTATION DEPARTMENT :==~===========~=~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION IMPROVEMENT PLAN FOR: AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE ~--~--+--~---t L'.D.:..:Wc..:N=-B-"Y-'-: ::v:,:::=.J l ___ C_I P_N_O_, --~I DRAWING NO. ' DATE INITIAL DATE INITIAL CHKD BY: ~D=O~_ OTHER APPROVAL CITY APPROVAL RVWD BY: I T f----w (J) z 0 f----u =:) er::: f---- (J) z 0 u June 3, 2024 Item #2 Page 16 of 32 -w 30 0 30 60 90 SCALE 1" -30' D: RAWING FILES TITLE SHEETS IMPROVEMENT TITI. .. E SHEET.OWG RE\1SEO: 2 23 17 :~a =~~ --a -""o ~ 6 Ir: -+ 1 ""o --~-· ,ii -< ..,: f-f--""1/J LO Se, STA: 10+00.00 49.78' TF STA: 10+50.00 49.77' TF 4e, 3e, 10fOO -- w f-lJ....11/l a::: w--Jt.L Z <(,q- --:;:: OJ LO-' • + ~f5o~ co n,_o ...... z ci 120 WO u+ 0 w 0 0 c:i LO :;:: + f- 0. -~ 1/J v LO ..,: LO STA: 11+00.00 46.63' TF 10t50 0 0 0 :;:: 0 + f-----~ LO c-J 1/J LO 11, :JO G ~ 19+00· STA: 11+50.00 43.84' TF E G 11+50 PROPOSED TOP OF WAL STA: 12+00.00 43.83' TF 0 0 g :;:: + f-N. -"' ··v ~ c:i 1/J LO 12f00 STA: 12+50.00 45.11' TF 0 0 g :;:: + f- N --OJ •• N <( . f-LO 1/J LO 12+50 STA:13+00.00 45.15' TF 0 0 g :;:: + f- t') • -OJ •• N ~ ori 1/J LO 13+00 EXISTING GROUND SURFACE 0 0 ~~ "' . -OJ •• N ~ ori 1/J LO PROPOSED FINISHED SURFACE STA: 13+50.00 43.77' TF 13f50 STA: 14+20.78 40.50' TF 14fOO STA: 14+50.00 38.62' TF 0 0 ~:;:: + f-v. _,... .;.: OJ f-OJ 1/J v 14 50 STA: 15+00.00 34. 70' TF + f- LO. -o <( "! f-v 1/J v 15f00 STA: 15+50.00~ 32.69' TF = . 15+50 I I ' G Os-I 'i!'-=======~~~~~'b°d...,,.s'""'b-:;;;-:;;;-=~-=====:~;:;;;;;;;;;;;;;;;;~~~¥l' ~i:;;;;;;;;;;;;;;;;;;;;~~==~~:;;;;;~~===.! w "' AVENIDA ENCINAS 9 ?1-foct ;;;;~~--~~."'!!_·· :._-ll!:-""~"'~""~'"'~-...... -... ·-~2;',!z'"":'7t"%ofno:!!·'"···i.:~-E~ .. ,~ .. x~'"j~'~;:.,j}~-'"""="ir~F~-~""'"'"-~· g---iili~~-::~--~. ~--~-~-ij;2~3~t ~O;;O~~g~·~-7:~=t 0 ---'<'"=- LO <.D + 0 - RETAINING WALL PLAN VIEW SCALE: 1''=30' 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 G E DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE CONSTRUCTION NOTES @) PROPOSED MASONRY RETAINIG WALL TYPE 4 PER SDRSD C-04. KEY MAP NOT TO SCALE uTI CITY OF CARLSBAD 2 TRANSPORTATION DEPARTMENT RETAINING WALL DESIGN FOR: AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS I S1E9TS I APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE DWN BY: VI CIP NO. INITIAL DATE INITIAL CHKD BY: DO OTHER APPROVAL CITY APPROVAL RVWD BY: IT I I DRAWING NO. f---w (J) z 0 f---u =:) er::: f--- (J) z 0 u June 3, 2024 Item #2 Page 17 of 32 30 0 30 60 90 SCALE 1" -30' D: RAWING FILES TITLE SHEETS IMPROVEMENT TITI...E SHEET.OWG RE\1SED: 2 23 17 !~ ..... jjj WW z :::c ...J Cl) :::c w Ow !;;i: Cl) :::!l 15f50 !~ ..... jjj WW z :::c ::J Cl) :::c w ~w <( Cl) :::!l V I ,_ ;_ F-APE I I I 120 G....: -co ..... ~ ,,; (/) ... 16 00 STA: 16+00.00 32.69' TF . 24too' 0 0 ci "' 3:: +>-<D --. . "' ~o (/) "' 16 50 9 STA: 16+50.00 35.20' TF . 0 0 ci 0 3:: + >-.... --.. "' ~o (/) "' VfOO w !i s -- 25t00 PROPOSED TOP OF WAL w 0 0 ci "' 3:: + >-.... -"' <(~ r-0 (/) "' STA: 18+00.00 41.63' TF -, .- w 0 0 g 3:: + >-co. -"' •• (0 ~ ,,; (/) ... 18fOO STA: 18+50.00 41.62' TF -"' •• (0 ~ ,,; (/) .... 18f50 PROPOSED FINISHED SURFACE STA: 19+00.00 41.60' TF § 0 0 g 3:: + >-"' . -"' •• (0 ~ ,,; (/) ... 19fOO W- STA: 19+50.00 40.17' TF _w "' . -r--.. "' <1'. . >-... (/) ... 19f50 , STA: 20+00.00 40.17' TF 0 0 0 0 3:: + >-a N,-.. <1'. --: >-... (/) ... STA: 20+50.00 40.17' TF 45 A VEN I DA ENCINAS :, s 00 27 00 G G ~ ;;......-------APE =' ======-----APE G RETAINING WALL PLAN VIEW SCALE: 1''=30' Nasland JOB NO.: 121-106.1 APE G Civil Engineering Surveying Land Planning T (858) 292-7770 474-0 Ruffner Street San Diego, CA 92111 nasland.com - DATE • STA: 21 +00.00 40.17' TF INITIAL 2H-OO -- E - o I-11 ...J (I) 0 C::: W _J-<1'. u.. • (0 O. Z3::...-Q LO_j • +t0f5o:; 0) I") I--0 N ZO WO u+ ,:;j 70 :o '.O 30 21f50 ENGINEER OF WORK REVISION DESCRIPTION DATE CONSTRUCTION NOTES @) PROPOSED MASONRY RETAINIG WALL TYPE 4 PER SDRSD C-04. KEY MAP NOT TO SCALE uTI CITY OF CARLSBAD 3 TRANSPORTATION DEPARTMENT RETAINING WALL DESIGN FOR: AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS I S1E9TS I APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE OWN BY: VI CIP NO. INITIAL DATE INITIAL CHKD BY: DO OTHER APPROVAL CITY APPROVAL RVWD BY: IT I I DRAWING NO. f----w (J) z 0 f----u =:) er::: f---- (J) z 0 u June 3, 2024 Item #2 Page 18 of 32 100 0 100 SCALE I I I I 200 1" - 1 00' 300 D: RAWING FILES TITLE SHEETS IMPROVEMENT TITI...E SHEET.OWG RE\1SED: 2 23 17 N67"29'57"E 5.00' PORTION FRAC710NAL SEC1U1 ~ T. 125, R 4 W, 8.8.M. F/088459 CITY OF CARLSBAD APN 214-010-95 EXISTING R/W PAf 15386 NORTH LOT 1 0) C\J N22"30'03"W 36.02' CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD ~ APN 214-010-97/ $~· POB r,,~1 ORNER ~ BLOCK ~ 21 ~ MAP2013 PARCELN0.3 PARCEL MAP NO. 783 CITY OF CARLSBAD APN 211-030-27 EXISTING R/W PMt:JIO PROPOSED CENTERLINE PARCELN0.2 PARCEL MAP NO. 783 CITY OF CARLSBAD APN 211-030-30 PM6693 NJO"J1 '29"W ~~~~W ---__ -NJO'J12_9'J!,-206.01' ~--~03.JB'_ AVENIDAENCINAS ~~~ -----~---~~-=~~~~-=--------------~ -----~•H ===========--===========:N .I:::= ======--= EXISTING STREET EASEMENT PER DOC 1994-0349814 CL 10' ESMT PER MAP NO. 763 NJO'J/ 29 W 726.76 NCTD ROW EXISTING R/W 0 RIGHT-OF-WAY DEDICATED PER PLAT 4' EASEMENT PT&T PER MAP NO. 763 1 O' EASEMENT TO SOUTHERN COUNTIES GAS co. PER MAP NO. 763 20' EASEMENT TO CITY OF CARLSBAD PER MAP NO. 763 15' EASEMENT TO SOUTHERN CALIFORNIA TELEPHONE CO. PER MAP NO. 763 PARCEL NO. I PARCB.. MAP NO. 783 MCWIN CORP. APN 211-030-95 PORTION OF AVENIDA ENCINAS RESERVED FOR FUTURE STREET PER MAP NO. 763 N61 "49'50"E 79.34' 07"36'00" R=299J.9J' L=Jg7. IJ' 6=07"44'34" R=2914.93' L=393.92' EASEMENT FOR STREET PURPOSES PER DOCUMENT RECORDED MAY 27, 1994 AS INSTRUMENT NO. 1994-0349814 O.R. >-a:: < Cl z a (ll < Cl z 0 Cl w r POFmON LOTH < ::, <.!) < 0 r u z < a:: RANCHO AGUA HEDIONDA, MAP823 I CITY OF CARLSBAD APN 211-030-06 i!' 0 ~ 20-sa09 .. w I ,=03"35'31" I R=2914.83' \ L=182.74' I \fol_61°13•os"URl I N70°48'37"E 'R" - - - -_ll.:.L.J I I I I I I I / FIOS/6829 MAP13785 MAP1559/J / f;] ii $ 6=00'51 '52" R=991.00' L=14.95' ,=01 '34'41 R=907.00' L=24.98' N89"24'16"W 58.92' 0) C\J RIGHT-OF-WAY DEDICATED PER PLAT I I --------------- STREET EASEMENT PER 1994-0349816 PROPOSED CENTERLINE EASEMENT FOR STREET PURPOSES PER DOCUMENT RECORDED SEPTEMBER 29, 1989 AS INSTRUMENT NO. 1989-524435 O.R. 400 N69'33'59"E 29.06' N69"33'59"E 40.63' EXISTING R/W ~ - NCTD ROW Nasland JOB NO.: 121-106.1 Civil Engineering Surveying Land Planning T (858) 292-7770 4740 Ruffner Street San Diego, CA 92111 nasland.com 1-1-==j===t=====================t===t===+===~=~ ~4 CITY OF CARLS BAD I S1EgTS I L__l_'±_J TRANSPORTATION DEPARTMENT ~====---============-=====i RIGHT OF WAY PLAN FOR: AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS APPROVED: HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXP.6/20/24 DATE OWN BY: -----c''-'c---l-cc0-:cA TccE-+-;;IN-;;clT;c;-IAcc-L+----------------,----;:;:DA"1TFEllrlN:;;cl TD,IA;;;:L---r-co1AATITE:l11NNIITITIAALLl CH KO BY: ~□=O~_ REVISION DESCRIPTION CIP NO. I DRAWING NO. ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: f-----w (J) z 0 f-----u =:) er::: f----- (J) z 0 u TR A F F I C NO T F O R CO N S T R U C T I O N June 3, 2024 Item #2 Page 19 of 32 "' C C ·u t5 C :<2 C l " _g "' .:: C ::] N "' C! N N <;; C C 00 C z -;;; I e 0.. / ~ 0 ~ "' E a. ..., -N ... N 0 N t .c ~ ·;;; ~ C "' ~ " TOP MOUNlED SOLAR PAt£1...S Willi CHAI« CONTROll.ER AND ANTI-TtEFT FASTEl<ERS. W11-2 (OOJBLE SIDED) (36" X 36") BI-DIRECTIONAL LIGHT BAR W16-7P (DOL!l.E SIDED) (24" X 12") 1-A POLE PER CALTRANS STANDARD PLAN ES-78 (14' HEIGHT) ~ BUTTON TO TURN ON WARN!t«l LIGHTS R10-25 (9 X 12) ADA CORIANT 2" BUWlOG PEDESTRIAN PUSH BUTTON Willi R10-25 SI8'1 PLACARD • ... "' ,; PCC SHALL BE 560-C-3250 PER SECTION ---~......r 201-1, SSPWC. Dlt.ENSIONS PER CALTRANS STANDARD PLAN ES-7B. ... - .... DETAIL "A" FLASHING BEACON DETAIL N.T.S 2· 3' M--11 TE lliERMOPLASTI C -Jr H 0 -z -:::E . I ... ~--- z -::. Tj--•---------l 12" WHITE TIERMOPLASTIC LIMIT Lil<E DETAIL "c" CONTINENTAL CROSSWALK AND LIMIT LINE MARKINGS NOT TO SCALE NOTES: 1. CONTINENTAL CROSSWALK MARKINGS SHALL BE ALIGl<ED PARALLEL TO THE DIRECTION OF VEHICULAR TRAVEL. 2. MARKED CROSSWALKS SHOULD BE A t.t!Nlt.tUt.l OF 10 FEET IN WIDTH, PLACEMENT OF CONTINENTAL CROSSWALKS SHALL COt.lPLY Willi ACCESSIBILITY REGULATIONS PER Tl£ MOST RECENT VERSION OF At.tERICANS Willi DISABILITIES ACT (ADA) STANDARDS. 3. THE CROSSWALK BETWEEN A DUAL RAMP CORNER AND A SINGLE RAt.tP CORNER SHALL BE AT LEAST 10 FEET WIDE AND SATISFY THE t.t!Nlt.tUt.l OF 2 FEET BEYOND THE FLARE REQUIREMENT FOR THE SINGLE RAMP. 4. CONTINENTAL CROSSWALK BARS SHALL BE UNIFORM WITHIN THE SAME CROSSING. NO PARTIAL BARS SHALL BE INSTALLED. 5. A CROSSWALK BAR SHALL BE CENTERED IN lliE CENTER OF THE CROSSING. 6. CROSSWALK MARKINGS SHALL BE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA-MUTCD) RETROREFLECTIVITY COMPLIANT AND SKID RESISTANT. WHITE lliERMOPLASTIC HELIETED BICYCLIST SYMBOL AND BIKE LAl<E ARROW PAVEt.ENT MARKING ANGLED HATCHING STRIPING DETAIL 39 BUFFER LAl<E STRIPINU DETAIL 39A (TYP.) LENGTH PER PLAN 4' H ! GREEN PAINT j CONFLICT ZONE STRIPING PRIOR TO OR ACROSS DRIVEWAYS NOT TO SCALE STRIPING DETAIL 39 WHITE THERMOPLASTIC HELMETED BICYCLIST SYMBOL AND BIKE LANE ARROW PAVEMENT MARKING (TYP.) GREEN PAINT 8' 8' STRIPING DETAIL 39A (TYP.) • z /GUTTER '\__STREET CURB _/GUTTER NOTES: CONFLICT ZONE STRIPING ACROSS DRIVEWAYS WITH PARKING LANE NOT TO SCALE DETAIL "B" 1. GREEN PAINT SHALL BE ENNIS-FLINT 985216 GREEN STANDARD FAST DRY WATERBORNE 1952F 1/2 TRAFFIC PAINT, PRODUCT COLOR GREEN (34115), Willi 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 CENTER. ANGLE HATCHING WlllilN RED CURB AREAS SHALL BE SPACED AT 20 FEET ON CENTER. 3. LANE AND BUFFER WIDlliS VARY PER PLAN. ANGLED HATCHING (TYP.) CENTERLil<E STRIPING STRIPING DETAIL 39 (TYP.) STRIPING DETAIL 39A (TYP.) ~ TRAVEL LANE r------------'.-r----....l...-----+--1.---~,----------__,,,,....----BIKE BUFFER t;.. y • j --~BIKE LANE STREET CURB 7PARKING BUFFER ( _ __,,,,....----PARK I NG LAl<E -_ _ SPACING PER PLAN /GUTTER STREET CURB -... ....... =::::::::::::--.:r__ _,,, ..... / ' / '\ . - \ WHITE lliERMOPLASTIC HELMETED BICYCLIST SYMBOL AND BIKE LAl<E ARROW PAVEt.tENT MARKING \ £.._j I-/ NOTES: \ / DETAIL "D" PARKING STALL MARKINGS NOT TO SCALE 1. ANGLE HATCHING FOR BUFFERED BIKE LANES SHALL BE 12" WIDE, ' / / AT A 45' ANGLE, AND SPACED AT 40 FEET ON CENTER. ANGLE '-.,,.. ---HATCHING Willi IN RED CURB AREAS SHALL BE SPACED AT 10 FEET ON CENTER. 2. LANE AND BUFFER WIDlliS VARY PER PLAN. 1------1---1---------------i---1----l--___j__--J ~ CITY OF CARLSBAD ~ TRANSPORTATION DEPARTMENT ~ ~ DIAL TOLL FREE 8-1-1 AT LWT TWO DAYS BEFORE YOU DIG IH>ERGROUII) SERVICE ALERT Of SOOTHERN CM.FORNI,\ 5973 AVENI DA ENCIK'S, SUITE 218, CARLSBAD. CA 92008 A-IONE:: 760-602-429□ WWW.STCTRAFFIC.COM 1------t--+----------------1-----+--+-----I---I TRAFFIC DETAIL'S FOR: AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS APPROVED HOSSEIN AJIDEH ENGINEERING MANAGER RCE 75991 EXP.6 20 24 DATE 1---~=--1--+----------------1-----+--+-----I---I DWN BY: GP DATE INITIAL 1---DA_TE_-'---IN_ITI_AL-+_D_A_TE____.__IN_IT_IA_L-I CHKD BY: CL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: Cl I DRAWING NO. DWG xxx-x L._ ______ ___J PROJECT NO. xxxx f--w (J) z 0 f--u ~ ~ f--- (J) z 0 u SH E L L D W Y ( N ) SHELL D W Y ( S ) CARLSBAD PACIFIC CTR DWY ECO FRIEND L Y AUTO SPA DWY (N) ECO FRIE N D L Y AUTO SP A D W Y ( S ) TOYOTA DWY (N) PA L O M A R A I R P O R T R D AVENIDA E N C I N A S NCTD DWY (N) TOYOTA DWY (S) CALIBER COLLISION DWY ENCINAS BUSINESS PARK DWY AVENIDA ENCINAS TR A F F I C NO T F O R CO N S T R U C T I O N S E E B E L O W L E F T M A T C H L I N E 2 1 + 5 0 SE E A B O V E R I G H T MA T C H L I N E 2 1 + 5 0 MA T C H L I N E 3 1 + 1 5 SE E S H E E T 1 3 No smoking allowed within 25 feet of transit stations,bus stops, or othertransit facilitiesNo se permite fumar a menos de 25 pies de lasestaciones de tránsito,paradas de autobús u otrasinsalaciones de tránsito NO SMOKING / NO FUMAR.............................................. ................. .................................................................... ......................................................................................................................................................................................... ................................................................................................................................................................................................... ....................... ................... ....................... ................... No smoking allowed within 25 feet of transit stations,bus stops, or othertransit facilitiesNo se permite fumar a menos de 25 pies de lasestaciones de tránsito,paradas de autobús u otrasinsalaciones de tránsito NO SMOKING / NO FUMAR.............................................. ................................................................ ..................... ......................................................................................................................................................................................... ................................................................................................................................................................................................... ....................... ................... ....................... ................... June 3, 2024 Item #2 Page 20 of 32 "' " 5 "' C C ·u t5 C :<2 C l "C _g "' .:: ~I N "' 0 N ;;:'- "C C C '" C z / "' " .'!; e 0.. ,,..- .8 ,g ~ ~ :::;; .c ~ "C ~ C .c ~ 0:: E C. "' -N ... 21 N t .c ~ ·;;; ~ C Jl GENERAL NOTES 1. CONTRACTOR SHALL REKJVE ALL COtf"LICTIJ\13 EXISTIJ\13 SlRIPING OOTSIDE LIMITS OF OVERLAY Lt-lLESS OTHERWISE NOTED. LEGEND EX. "ENCINA" SIGN 21 (OOJBLE SIDED) EXISTIJ\13 SlRIPING TO BE REt.lOVED EXISTING SlRIPING PROPOSEO SlRIPING PROPOSEO RED OR YELLOW ClJlB T LIMITS OF PROPOSED RED ClJlB PROPOSEO GREEN BIKE PAINT •••••••••••••••••••••••• LIMITS OF OVERLAY ~ PROPOSEO SOLAR RRFB ~ PROPOSEO SIGN ON POST q PROPOSEO SIGN ON POLE (XX') EXISTING LANE WIDTH XX' PROPOSEO LANE WIDTH X MATCH EXISTING STRIPING @) EX ISTIJ\13 lRAFFI C SIGNAL 7' 18 18' 3 10' ---+---10'--t ---,;,---1- ---<!"'( --1-----I 10' -R/W-- - CONSTRUCTION NOTES - - RAISED MEDIAN PER CIVIL IMPROVEMENT PLAN ..... ..... ----- -- ..... ,-.. EX. R3-7(R), -........... R26(CA) ............ ..... ..... IV(L) 11 - EX. OM2-1V(t.«JD) 0 SIGNAL AHEAD 12 EX. R3-7(R) 11 IV(R) • VARIES -40 ;= o'· -• 10' ARIE 7' - EX. OM2-1V(MOD) - - --10· 10' 3' 7' - - POSTED SPEED LIMIT 40MPH ---1 - 18' 18 - - 13 (DAPPLY 12" THERMCPLASTIC LIMIT LINE PER CALTRANS REVISED SP (2018) A24G AND DETAIL "C" ON SHEET 11. @APPLY WHITE THERMCPLASTIC CONTINENTAL CROSSWALK PER DETAIL •c• ON SHEET "11". PROPOSED SIGN LEGEND @APPLY 6" DOU31...E YELLOW TWO-DIRECTION NO-PASSING LINE PER CA-MUTCD FIGl.llE 3A-104 (CA), DETAIL 22. @APPLY 6" DOU31...E YELLOW MEDIAN ISLAND STRIPING PER CA-tl..lTCD FIGU<E 3A-107 (CA), DETAIL 29. @ APPLY 6" DOU31...E YELLOW TWO-WAY LEFT MN LANE SlRIPING PER CA-tl..lTCD FIGL!lE 3A-108 (CA), DETAIL 32. @APPLY 8" WHITE CHANNELIZING LINE PER CA-tl..lTCD FIGU<E 3A-112 (CA), DETAIL 38. (z) APPLY 6" WHITE BIKE LANE LINE PER CA-tl..lTCD FIGUlE 3A-112 (CA}, DETAIL 39. @APPLY 6" WHITE BIKE LANE INTERSECTION LINE PER CA-tl..lTCD FIGURE 3A-112 (CA), DETAIL 39A. @APPLY 6" WHITE LANE LINE EXTENSION THROUGH INTERSECTION PER CA-tl..lTCD FIGURE 3A-112 (CA), DETAIL 40. @APPLY WHITE THERMCPLASTIC PAVEMENT MARKING ARROW PER CA-MUTCO FIGURE 38-24 (CA). ARROW PER PLAN. @APPLY WHITE THERMCPLASTIC PAVEMENT MARKING WORD PER CA-MUTCD FIGURE 38-23 (CA). WORD PER PLAN. "STOP" PAVEMENT MARKING AT LIMIT LINES SHALL BE 8' FROM LIMIT LINE. @APPLY WHITE THERMCPLASTIC "HELMETED BICYCLIST SYMBOL" AND ARROW PAVEMENT MARKINGS PER CA-tl..lTCD FIGURE 9C-3, OPTION B. @ APPLY GREEN ENNIS-FLINT 985216 GREEN STANDARD FAST DRY WATERBORNE 1952 1/2 TRAFFIC PAINT, PROOOCT COLOR GREEN (34115) WITH REFLECTIVE !USS BEADS OR APPROVED EQUAL PER DETAIL "B" ON SHEET 11. PAINT TO MEET FEDERAL SPEC TT-P-1952F TYPE I AND I I. @APPLY WHITE THERMCPLASTIC YIELD LINE PER CA-MUTCD FIGU<E 38-16. @APPLY 12" WHITE DIAGONAL HATCHING AT 45 DEGREES. HATCHING SHALL BE SPACED AT 40' EXCEPT IN RED CURB AREAS AS NOTED ON PLAN. @APPLY YELLOW PAINT TO MEDIAN NOSE. @)FURNISH AND INSTALL NEW SIGN(S) ON NEW POST. BOTTOM OF LOWEST SIGN SHALL BE MINIMUM 7' FROM FINISHED SURFACE IN SIDEWALK AREA AND 4' FROM FINISHED SURFACE ON MEDIAN NOSES. @)~ EXISTING SIGN AND POST. @~EXISTING SIGN(S) AND POST IN CIVIL IMPROVEMENT AREA. FURNISH AND INSTALL NEW REPLACEMENT SIGN(S) ON NEW BREAKAWAY SIGN POST AT BACK OF SIDEWALK. BOTTOM OF LOWEST SIGN SHALL BE 7' FROM FINISHED SURFACE Lt-lLESS OTHERWISE NOTED ON PLAN. @COORDINATE WITH MTS AND CITY TO RELOCATE OR REPLACE EXISTING BUS STOP SIGNAGE. @FURNISH AND INSTALL CARMANAH R920-F SOLAR RECTANGULAR RAPID FLASHIJ\13 BEACON ASSEMBLY (OR APPROVED EQUAL) ON TYPE 1-A POLE WITH DOU31...E-SIDED W11-2 AND W16-7P SIGNS PER DETAIL "A" ON SHEET 11. 1-A POLE SHALL BE PER CALTRANS 2018 STANDARDS. @EXISTING STRIPING TO REMAIN. N-1 (CA) "BREEZE" SIGN 444 445 SPEED HEY. LIMIT 40 It';~ R1-5(L) R2-1(40) R4-7 (36 X 36) (24 X 30) (24 X 30) g & "BUS" SIGN "Bus· PLACARD 444 ·sus· PLACARD 445 EX. W3-3, R7-9 ---, PROPOSED BREEZE STOP RAISED MEDIAN PER CIVIL IMPROVEMENT PLAN -I -1 --; - 7' 10' -10· 10' 7' 12 PED XING - -- - 125' ltiQJ ~ I PARKING BllTTIII TO ANY Tlffl (J,I TIME WAR<IIN6 t-£ LIGHTS R7-9 R26(CA) R10-25 EX. R7-9 RELOCATED BREEZE STOP (TYP.) 16 - ------- --R/W- 3 13 - - EX. R2-1(40) ~ [ AHEAD II Wl 1-2 W16-7P W16-9P (12 X 18) (12 X 18) (9 X 12) (30 X 30) (24 X 12) (24 X 12) .; n ,.,... u tYAi "COASTER" SIGN ENCINAS WAlER POWJTIIJ,I CONlRCl. FACIJTIES ¢= "ENCINA" SIGN (DOOBLE SIDED) DIAL TOLL FREE 8-1-1 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROIKI SER\'ICE ALERT OF' SOUTHERN CM.FORNIA ~ O.;.f. ~~,.,~ J. ~,.....:: t:? ~ "' -~'! >~ ~ ::t "' "" NO. 86675 "" ii )EXP. J/31/'J!> * .r~ C/V\\. '/\.~ It OF C~l.l~l:S <f). q DATE INITIAL 5973 A.VENIDA. ENCIK\13, SUITE 21 B. CARLSBAD. CA 92008 ENGINEER OF WORK REVISION DESCRIPTION PHONE: 760-602-4290 WWW.STCTRAFF'IC.COM - -18' 18 EX. ·sus· SIGN (TYP. "BUS" PLACARD 445 ·sus· PLACARD 444 -- RAISED MEDIAN PER CIVIL IMPROVEMENT PLAN EXISTING SIGN LEGEND 0 OM2-1V(MOO) NO PARKING ANY TIME R26(CA) (12 X 18) g STOP Rl-1 (30 X 30) W3-3 (30 X 30) SPEED LIMIT 40 R2-1(40) (24 X 30) ENClNAS WAlER POWJTION CONlROL F ACIUTIES ¢= "ENCINA" SIGN ( DOUBLE SIDED) RIGHT LANE MUST lURN RIGHT R3-7(R) (30 X 30) "BREEZE" SIGN 444 445 mmum I ~ R7-9 (12 X 18) "BUS" SIGN ·sus· PLACARD 444 "BUS" PLACARD 445 "COASTER" SIGN 40 20 0 40 80 120 1-~--1 __ 1-----<1 SCALE: 1 • =40 ' [jrJ CITY OF CARLSBAD ~ TRANSPORTATION DEPARTMENT 6 9 SIGNING AND STRIPING PLANS FOR: AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS STA 10+00 TO 31+15 APPROVED 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 RVWD BY: Cl xxxx OTHER APPROVAL CITY APPROVAL DWG xxx-x "'------------------------------------------------------------------------------------------------------------------------------------------------ f-----w (J) z 0 f-----u ~ ~ f----- (J) z 0 u ~ 0 c...o ENCINA WATER VISITOR DWY ENCINA WATER DELIVERY DWY ENCINA WATER PARKING DWY AVENIDA ENCINAS ENCINA WATER EMPLOYEE DWY NCTD DWY (S) CARLSBAD WATER RECYCLING DWY (N)CARLSBAD WATER RECYCLING DWY ( S ) ENCINA WATER VACANT LOT DWY AVENIDA ENCINAS TR A F F I C NO T F O R CO N S T R U C T I O N SE E S H E E T 1 2 MA T C H L I N E 3 1 + 1 5 MA T C H L I N E 4 3 + 5 0 SE E B E L O W L E F T SE E A B O V E R I G H T MA T C H L I N E 4 3 + 5 0 S E E S H E E T 1 4 M A T C H L I N E 5 6 + 5 0 ................. .................................................................... ......................................................................................................................................................................................... ................................................................................................................................................................................................... ....................... ... ................ ....................... ... ................ ................. .......................... ..................... ..................... ......................................................................................................................................................................................... ................................................................................................................................................................................................... ....................... ................... ....................... ................... June 3, 2024 Item #2 Page 21 of 32 "' C C ·u t5 C :<2 C l "C _g "' .:: ~I N "' 0 N ;;:'- "C C C '" C z / "' " .'!; e 0.. ,,..- .8 ,g ~ ~ :::;; ... 21 N t .c ~ ·;;; ~ C Jl GENERAL NOTES 1. CONTRACTOR SHALL REKJVE ALL COtf"LICTIJ\13 EXISTIJ\13 SlRIPING OOTSIDE LIMITS OF OVERLAY Lt-lLESS OTHERWISE NOTED. 10' 10' 7' 132' 8 EX. "IJJS" SIGN "BUS" PLACARD 445 "BUS" PLACARD 444 / EX. BREEZE STOP rEX. R7-9 125' / _ 21 EX. R7-9 R81B(CA) EX. R280(MOD), 21 R26(MOD1) (20' TYP.) 16 EX. R2-1 (40), R280(MOO), R26(MOD2), R26(MOD1) EX. R280(MOO). R26 ( MOD2 ) , R26(MOD1) POSTED SPEED LIMIT ~PH 10' VARIES 10' ---2-,--- 3 =;::z:=,..--=..~\_L:;::........:::........;=--\-z.....;.f=---=,.-=~-. ~. - - 2 PROPOSED BREEZE STOP 22 "BUS" SIGN, "BUS" PLACARD 444, "BUS" PLACARD 445 EX. R28D(CA). R26(M003), R26(M001) __.,,,,-----.._ RAISED MEDIAN PER CIVIL IMPROVEMENT PLAN EX. R28D(CA), R26(M003), R26(MOD1) -3 -2,:s· - 10' -10·- 10· 18 18' - 52•_~::. '~r-~~~l;.-L5i'.::~~~~4;;-•, - - IO' ~ 48' 8 -- EX. R28D(MOO) R26(M002) ---:c---_ (~.) 16 POSTED 5PEEo LIMIT 4ot.FH 29' 17 EX. R28D(MOD), R26(MOD1) u;-:f-.:.. - ---- -- 103' 8 119' 7 RAISED MEDIAN PER CIVIL IMPROVEIENT PLAN /W rs -- 17 78' (20' TYP.) 16 (TYP.) 1 21 EX. R28D(CA), R26(M003), R26(M001) ---- 13 21 EX. R2-1(30), R26(CA), R81A(CA) 18' 18 - -- 13 -- RAISED MEDIAN PER CIVIL IMPROVEMENT PLAN -- r---- ---- EX. W1-3(L), 21 W13-1P(25) 7•~ 3' 2' s: - 10' --10· 10' 7' I - EX. R26(CA)~1;, 5 (20' TYP.) 16 ---= 13 --, 941' 8 EX. R280(MOD), R26(M002), R26(M001) (TYP ·) 16 EX. R280(MOD), R26(MOD1) 10· 1a· 18 10· -~ -- - - • 2 5 -3•-L...~-~-L ___ :;:.....,"--~---/.-L...-l-,-----,L-~--'------4--~5..,....l=-.::::L......=--=:..-::......c::;:....-=__;:.=---h-=--=.! 7' 7' EX. R28D(CA), R26(M003), R26(MOD1) ---- ----,_ - 1----- - -- -E; R280(CA). ------ R26(M003}, R2S(MOOl) RAISED MEDIAN PER CIVIL IMPROVEMENT PLAN ----- --------LEGEND EXISTIJ\13 STRIPING TO BE REMOVED EXISTIJ\13 SlRIPING R4-7, 19 N-1(CA) 130 EX. R26(C - -r--..; RAISED MEDIAN PER -------____ ------ CIVIL IMPROVEMENT PLAN PROPOSED SlRIPING PROPOSED RED OR YELLOW ClJlB T LIMITS OF PROPOSED RED ClJlB PROPOSED GREEN BIKE PAINT •••••••••••••••••••••••• LIMITS OF OVERLAY ~ PROPOSED SOL.AR RRFB ~ PROPOSED SIGN ON POST cl PROPOSED SIGN ON POLE (XX') EXISTIJ\13 LANE WIDTH XX' PROPOSED LANE WIDTH X MATCH EXISTING STRIPING @) EX ISTIJ\13 lRAFFI C SIGNAL CONSTRUCTION NOTES @APPLY WHITE THERMOPLASTIC CONTINENTAL CROSSWALK PER DETAIL "C" ON SHEET "11". @APPLY 6" DOlH..E YELLOW TrlO-WAY LEFT MN LANE SlRIPING PER CA-'-IDCD FIGLRE 3A-108 (CA), DETAIL 32. G) APPLY 6" WHITE BIKE LANE LINE PER CA-WTCD FIGLRE 3A-112 (CA), DETAIL 39. @APPLY 6" WHITE BIKE LANE INTERSECTION LINE PER CA-WTCD FIGURE 3A-112 (CA), DETAIL 39A. @) APPLY 4" PARKING STALL MARKIJ\llS PER DETAIL "D" ON SHEET 11 SPACED 21' ON CENTER . @APPLY WHITE THERMOPLASTIC PAVEMENT MARKING WORD PER CA-MUTCD FIGURE 38-23 (CA). WORD PER PLAN. "STOP" PAVEMENT MARKING AT LIMIT LINES SHALL BE 8' FROM LIMIT LINE. @APPLY WHITE THERMOPLASTIC "HELMETED BICYCLIST SYMBOL" AND ARROW PAVEMENT MARKINGS PER CA-MUTCD FIGURE 9C-3, OPTION B. @ APPLY GREEN ENNIS-FLINT 985216 GREEN STANDARD FAST DRY WATERBORNE 1952 1/2 lRAFFIC PAINT, PROOJCT COLOR GREEN (34115) WITH REFLECTIVE GLASS BEADS OR APPROVED EQUAL PER DETAIL "B" ON SHEET 11. PAINT TO MEET FEDERAL SPEC TT-P-1952F TYPE I AND II. @APPLY 12" WHITE DIAGONAL HATa-tlNG AT 45 DEGREES. HATCHING SHALL BE SPACED AT 40' EXCEPT IN RED CURB AREAS AS NOTED ON PLAN. @APPLY RED PAINT TO CURB. @ APPLY YELLOW PAINT TO MEDIAN NOSE. @FlR'JISH AND INSTALL NEW SIGN(S) ON NEW POST. BOTTOM OF LOWEST SIGN SHALL BE MINlt.UM 7' FROM FINISHED SURFACE IN SIDEWALK AREA AND 4' FROM FINISHED SURFACE ON MEDIAN NOSES. @)~EXISTING SIGN AND POST. @~EXISTING SIGN(S) AND POST IN CIVIL IMPROVEMENT AREA. FURNISH AND INSTALL NEW REPLACEMENT SIGN(S) ON NEW BREAKAWAY SIGN POST AT BACK OF SIDEWALK. BOTTOM OF LOWEST SIGN SHALL BE 7' FROM FINISHED SUlFACE UNLESS OTHERWISE NOTED ON PLAN. @COORDINATE WITH MTS AND CITY TO RELOCATE OR REPLACE EXISTING BUS STOP SIGNAGE. EXISTING SIGN LEGEND SPEED LIMIT 30 R2-1(30) (24 X 30) NO 1~ Sil[ PARKING 8 A.IL -10 A.IL 211) & 41H TWDAY SIIIETSl&PIIG CJI.C. 1~40.150 R26(MOD3) (12 X 18) W11-2 (24 X 24) 30 ZONE AHEAD R2-4(CA)(30) (24 X 30) lliQJ PARKING BEYOND MARKED SPACE -----..-·----- R280(MOD) (18 X 18) 25 MPH W13-1P(25) (18 X 18) I E R7-9 (12 X 18) II BEGIN I R81A(CA) ( 12 X 5) Q ·sus· SIGN }!QJ NO PARKING PARKING ANY 11:00 PM TIME 10 5:00 AM R26(CA) R26(MOD1) (12X18) (12 X 18) I END I R81B(CA) W1-3(L) (8 X 5) (30 X 30) "BUS" PLACARD 444 "BUS" PLACARD 445 }!Qj&'~ PARKING 10 A.IL -N0IW 2_NJ a: 41H USDAY SIIIETSl&PIIG CJI.C. 10.40.150 R26(KJD2) (12 X 18) W11-1 (24 X 24) DIAL TOLL FREE 8-1-1 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROIKI SER\'ICE ALERT OF' SOUTHERN CM.FORNIA PROPOSED SIGN LEGEND SPEED LIMIT 30 N-1(CA) R2-1(30) R4-7 (24 X 30) (24 X 30) ! END I R81B(CA) W1-3(L) W11-2 (8 X 5) (30 X 30) (24 X 24) ~ O.;.f. ~~,.,~ J. ~<' (".: t:? ~ "' -~'! >~ ~ ::t "' "" NO. 86675 "" ii )EXP. J/31/'J!> * .r~ C/V\\. '/\.~ It OF C~l.l~l:S <f). q DATE INITIAL 5973 A.VENIDA. ENCIK\13, SUITE 21 B. CARLSBAD. CA 92008 ENGINEER OF WORK PHONE: 760-602-4290 WWW.STCTRAFF'IC.COM NO I PARKING ANY TIME t£ }!QJ NOJ'"~ [NQj PARKING PARKING PARKING 8 A.IL -10 A.IL BEYOND 11:00 PM 2PD & 41H 10 1\IESDAY MARKED SPACE BEGIN 5:00 AM SHEIS'IEIPNI ------..-CJI.C. 10.40.151 ·----- R7-9 R26(CA) R26(M001) R26(MOD3) R280(MOO) R81A(CA) (12 X 18) (12 X 18) (12 X 18) (12 X 18) (18 X 18) ( 12 X 5) 25 l [ MPH AHEAD Q W13-1P(25) W16-9P "BUS" SIGN "BUS" PLACARD 444 "Bus· PLACARD 445 (18 X 18) (24 X 12) 40 20 0 40 80 120 1-~>-----1 __ 1-----<1 SCALE: 1 "=40 ' uTI CITY OF CARLSBAD ~ TRANSPORTATION DEPARTMENT 7 9 SIGNING AND STRIPING PLANS FOR: AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS STA 31+15 TO 56+50 APPROVED 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 REVISION DESCRIPTION RVWD BY: Cl xxxx OTHER APPROVAL CITY APPROVAL DWG xxx-x "'------------------------------------------------------------------------------------------------------------------------------------------------ f-----w (J) z 0 f-----u ~ ~ f----- (J) z 0 u ~ 0 lO CARL S B A D POIN S E T T I A STATI O N EMBARCA D E R O L N ( N ) AVENIDA E N C I N A S TR A F F I C NO T F O R CO N S T R U C T I O N SE E S H E E T 1 3 MA T C H L I N E 5 6 + 5 0 June 3, 2024 Item #2 Page 22 of 32 ... 21 N t -" ~ ·;;; ~ C Jl GENERAL NOTES 1. CONTRACTOR SHALL REKJVE ALL COIIFLICTIJ\13 EXISTIJ\13 SlRIPING OOTSIDE LIMITS OF OVERLAY LNLESS OTHERWISE NOTED. LEGEND EXISTIJ\13 STRIPING TO BE REt.10VED EXISTING SlRIPING PROPOSEO SlRIPING PROPOSEO REO OR YELLOW CUlB T LIMITS OF PROPOSED RED CUlB PROPOSEO GREEN BIKE PAINT •••••••••••••••••••••••• LIMITS OF OVERLAY ~ PROPOSEO SOL.AR RRFB ~ PROPOSEO SIGN ON POST q PROPOSEO SIGN ON POLE (XX') EXISTING LAt£ WIDTH XX' PROPOSEO LAI'£ WIDTH X MATCH EXISTING STRIPING @) EXISTING lRAFFIC SIGNAL TAPER LENGTH CALCULATIONS 1. MIN. BIKE TAPER= L / 3 = (10') X (40A2) / 60 / 3 = 89'-100' L = LENGTH OF lRANSITION FOR SPEEDS OF 40 MPH OR LESS = W X SA2 / 60 W = OFFSET S = APPROACH SPEED CONSTRUCTION NOTES @APPLY WHITE THERMCPLASTIC CONTINENTAL CROSSWALK PER DETAIL •c• ON SHEET "11". @APPLY 6" DOU31.E YELLOW TWO-DIRECTION NO-PASSING LIi'£ PER CA-tl.JTCD FIGl.llE 3A-104 (CA), DETAIL 22. @APPLY 6" DOU31.E YELLOW MEDIAN ISLAND STRIPING PER CA-tl.JTCD FIGU<E 3A-107 (CA), DETAIL 29. 25•@1 '<s• I \EX. R26(CA)®) \ \ \ -Rt•-- --:--- \. - @ APPLY 6" DOU31.E YELLOW TWO-WAY LEFT MN LAI'£ SlRIPING PER CA-tl.JTCD FIGL!lE 3A-108 (CA), DETAIL 32. @APPLY 8" WHITE CHANNELIZING LIi'£ PER CA-tl.JTCD FIGU<E 3A-112 (CA), DETAIL 38. (z) APPLY 6" WHITE BIKE LANE LIi'£ PER CA-tl.JTCD FIGUlE 3A-112 (CA), DETAIL 39. @APPLY 6" WHITE BIKE LANE INTERSECTION LIi'£ PER CA-tl.JTCD FIGURE 3A-112 (CA), DETAIL 39A. @) APPLY 4" PARKING STALL MARKINGS PER DETAIL "D" ON SHEET 11 SPACED 21' ON CENTER. @APPLY WHITE THERMCPLASTIC PAVEMENT MARKING ARROW PER CA-tl.JTCD FIGURE 38-24 (CA). ARROW PER PLAN. @APPLY WHITE THERMCPLASTIC PAVEMENT MARKING WORD PER CA-MUTCD FIGURE 38-23 (CA). WORD PER PLAN. "STOP" PAVEMENT MARKING AT LIMIT LIIIES SHALL BE 8' FROM LIMIT LIi'£. @APPLY WHITE THERMCPLASTIC "HELMETED BICYCLIST SYMBOL" AND ARROW PAVEMENT MARKINGS PER CA-tl.JTCD FIGURE 9C-3, OPTION B. @ APPLY GREEN ENNIS-FLINT 985216 GREEN STANDARD FAST DRY WATERBORIIE 1952 1/2 TRAFFIC PAINT, PROOOCT COLOR GREEN (34115) WITH REFLECTIVE !USS BEADS OR APPROVED EQUAL PER DETAIL "8" ON SHEET 11. PAINT TO MEET FEDERAL SPEC TT-P-1952F TYPE I AND I I. @APPLY WHITE THERMCPLASTIC YIELD LIi'£ PER CA-MUTCD FIGU<E 38-16. @APPLY 12" WHITE DIAGONAL HATCHING AT 45 DEGREES. HATCHING SHALL BE SPACED AT 40' EXCEPT IN RED ClJlB AREAS AS NOTED ON PLAN. @APPLY RED PAINT TO CUlB. @APPLY YELLOW PAINT TO MEDIAN NJSE. @)Fu.NISH AND INSTALL 11EW SIGN(S) ON NEW POST. BOTTOM OF LOWEST SIGN SHALL BE MIN!tl.JM 7' FROM FINISHED SlllFACE IN SIDEWALK AREA AND 4' FROM FINISHED SrnFACE ON t.EDIAN NOSES . @)~EXISTING SIGN AND POST. QY ~ EXISTING SIGN(S) AND POST IN CIVIL IMPROVEMENT AREA. FURNISH AND INSTALL IIEW REPLACEMENT SIGN(S) ON NEW BREAKAWAY SIGN POST AT BACK OF SIDEWALK. BOTTOM OF LOWEST SIGN SHALL BE 7' FROM FINISHED SrnFACE LNLESS OTHERWISE NOTED ON PLAN. @Fu.NISH AND INSTALL CARMANAH R920-F SOLAR RECTANGl.l.AR RAPID FLASHING BEACON ASSEMBLY (OR APPROVED EQUAL) ON TYPE 1-A POLE WITH DOU31.E-SIDED W11-2 AND W16-7P SIGNS PER DETAIL "A" ON SHEET 11. 1-A POLE SHALL BE PER CALTRANS 2018 STANDARDS. @EXISTING STRIPING TO REMAIN. -- W11-2, W11-1 125' ~EX. R9-3bP \._EX. R1-1 EX. R28D(MOD), .J SEE TAP CALC 1 R26(MOD1) EX. R81(CA), R81A(CA) EXISTING SIGN LEGEND STOP R1-1 (30 X 30) SPEED LIMIT 35 R2-1(35) (24 X 30) USEq CROSSWALK R9-3bP (18 X 12) PROPOSED SIGN LEGEND HE'J/* ~ I llJTTa,I TO ~ 1IRI Ill IARN!Nl LIG!TS t£ R1-5(L) R7-9 R10-25 (36 X 36) (12 X 18) (9 X 12) NO PARKING ANY TIME R26(CA) (12 X 18) NO PARKING 11:00 PM 10 5:00 AM R26(MOD1) (12 X 18) --- 88' 7 104' 5 NO PARKING 11: 00 PM 10 5:00 Ml R26(MOD1) (12 X 18) lli_QJ PARKING BEYOND MARKED SPACE ---■---·----- R28D(MOD) (18 X 18) DIAL TOLL F'REE 8-1-1 AT LEAST TWO DAYS BEFORE YOU DIG EX. R28D(MOD), R26(KJD3), R26(MOD1) NO ;rs-[/ill] PARKING PARKING 8 AIL -10 A.II. BEYOND ~ & 4W1 lWIIAY MARKED SPACE SIIIIEISIIEEPIC ---■---c.11.C. 1M0.150 ·----- R26(MOD3) R28D(MOD) (12 X 18) (18 X 18) BEGIN R81A(CA) W11-2 ( 12 X 5) (24 X 24) ~ O.;.f. ~~,.,~ J. ~<' (".: t:? ~ "' -~'! >~ ~ ::t "' "" NO. 86675 "" ii )EXP. J/31/'J!> * .r~ C/V\\. '/\.~ It OF C~l.l~l:S <f). q 5973 A.VENIDA. ENCIK\13, SUITE 21 B. CARLSBAD. CA 92008 UNDERGROIKI SER\'ICE ALERT OF' SOUTHERN CM.FORNIA PHONE: 760-602-4290 WWW.STCTRAFF'IC.COM z: - l[BEGINJI I EMBARCADERO LN ~ I R81A(CA) SNS ( 12 X 5) ~ [ AHEAD I W16-7P W16-9P (24 X 12) (24 X 12) 40 20 0 40 80 120 1-~>----1~~~1---<1 SCALE: 1 "=40 ' [j[] CITY OF CARLSBAD ~ TRANSPORTATION DEPARTMENT 8 9 SIGNING AND STRIPING PLANS FOR: AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS STA 56+50 TO 64+00 APPROVED HOSSEIN AJIDEH 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 ENGINEER OF WORK REVISION DESCRIPTION RVWD BY: Cl xxxx OTHER APPROVAL CITY APPROVAL DWG xxx-x "'------------------------------------------------------------------------------------------------------------------------------------------------ f---w (J) z 0 f---u ~ ~ f--- (J) z 0 u ~ 0 c...o PALOMAR A I R P O R T R O A D AVENIDA ENCINAS AVENIDA E N C I N A S RW RW RW RW RW RW RW RW RWRWRW RWRW L ICENS E D L A N D S CAPE ARC H I T E C T S TA TE OF C A L I F O R N IA CHRIST O P H ER L . LANGDON 4 9 1 5 Renewal Date Date Signature 02/28/2025 06/15/2023 KEYMAP (NOT TO SCALE) NORTH NOT TO SCALE A A B B C C D D SECTION A-A SECTION B-B SECTION C-C SECTION D-D PLANTING LIST: SUCH-AS PLANTING TYPE PLANT SPECIES BRISBANE BOX / LOPHOSTEMON CONFERTUS CANARY ISLAND PINE / PINUS CANARIENSIS HOLLY OAK / QUERCUS ILEX TREES 24" BOX LILY OF THE NILE / AGAPANTHUS ORIENTALIS COYOTE BRUSH / BACCHARIS PILULARIS SEA LAVENDER / LIMONIUM PEREZII WHEELER'S DWARF PITTOSPORUM / PITTOSPORUM TOBIRA 'WHEELERI' PINK CLOUD INDIAN HAWTHORNE / RHAPHIOLEPIS INDICA 'PINK CLOUD' MEDIAN PLANTING 40% 1 GALLON 60% 5 GALLON SHAW'S AGAVE / AGAVE SHAWII ALWAYS RED ALOE / ALOE X 'ALWAYS RED' COYOTE BRUSH / BACCHARIS PILULARIS MAGENTA ROCKROSE / CISTUS X PULVERULENTUS 'SUNSET' COAST SUNFLOWER / ENCELIA CALIFORNICA SEA LAVENDER / LIMONIUM PEREZII DEER GRASS / MUHLENBERGIA RIGENS CLEVELAND SAGE / SALVIA CLEVELANDII 'WINIFRED GILMAN' TYPICAL STREETSCAPE PLANTING 60% 1 GALLON 40% 5 GALLON KEYNOTE 1 2 3 2 1 4 5 3 33 5 CALIFORNIA ADOLPHIA / ADOLPHIA CALIFORNICA CALIFORNIA SAGEBRUSH / ARTEMISIA CALIFORNICA COYOTE BRUSH / BACCHARIS PILULARIS COAST SUNFLOWER / ENCELIA CALIFORNICA CALIFORNIA FUSCHIA / EPILOBIUM CANUM CALIFORNIA BUCKWHEAT / ERIOGONUM FASCICULATUM COASTAL GOLDENBUSH / ISOCOMA MENZIESII CALIFORNIA BOX THORN / LYCIUM CALIFORNICUM COAST PRICKLY PEAR / OPUNTIA LITTORALIS BLADDERPOD / PERITOMA ARBOREA CLEVELAND SAGE / SALVIA CLEVELANDII 'WINIFRED GILMAN' DIEGAN COASTAL SAGE SCRUB PLANTING 60% 1 GALLON 40% 5 GALLON YARROW / ACHILLEA MILLEFOLIUM BERKELEY SEDGE / CAREX DIVULSA CALIFORNIA MEADOW SEDGE / CAREX PANSA SMALL CAPE RUSH / CHONDROPETALUM TECTORUM CALIFORNIA GRAY RUSH / JUNCUS PATENS CANYON PRINCE WILD RYE / LEYMUS CONDENSATUS 'CANYON PRINCE' DEER GRASS / MUHLENBERGIA RIGENS CLEVELAND SAGE / SALVIA CLEVELANDII 'WINIFRED GILMAN' BMP PLANTING 100% 1 GALLON 4 5 6'-0"5'-0"7'-6" 3'-0" 10'-0"10'-0"10'-0"7'-0"6'-0" 84'-0"86'-0" 85'-2" - 86'-0"84'-0" - 84'-8" 3 6'-0"7'-0" 3'-0" 7'-0" 3'-0" 10'-0"10'-0"10'-0"7'-0"6'-0" 3'-0" 7'-0" 3'-0" 6'-0"7'-0" 3'-0" 10'-0"10'-0"10'-0" 3'-0" 7'-6"5'-0"6'-0"6'-0"7'-0" 3'-0" 7'-0"10'-0"10'-0"10'-0"7'-0"6'-0" 3'-0"3'-0" 7'-0" 3'-0" CONCEPTUAL LANDSCAPE PLAN - SECTIONS LP-1.0 3'-0" PLANTING TYPE PLANT SPECIESKEYNOTE EXISTING LAWN EXISTING ICE PLANT EXISTING SHRUB PLANTING June 3, 2024 Item #2 Page 23 of 32 I • I \ .j I / / / t. t I I . /T ;T / I / t ktu / , I I I V /I I I / I:_____, ~ t------t-----j------------------t---------------1 I c,1 I gT F i\ RL"::◄p ;1. I) J_1_ 's f._.1 }_j_1._ I ~1cg ~ ]t-.TE \J Tl,,\L AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAK IMPROVEMK\JTS [: \i'/'·I By·: (;'.-: / .L :-: C: ll<TI nr· 11/H<llc F.'\iV\1['. 3 :~L Page 1 of 9 Public Works Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  442-339-2746 t Council Chambers 1200 Carlsbad Village Drive Carlsbad, CA 92008 April 4, 2022, 4:00 p.m. CALL TO ORDER: 4:01 p.m. ROLL CALL: Linke, Penseyres, Fowler and Newlands Absent: Perez, Coelho and Proulx PLEDGE OF ALLEGIANCE: Acting Chair Linke led the Pledge of Allegiance. APPROVAL OF MINUTES: None PUBLIC COMMENT: None CONSENT CALENDAR: None DEPARTMENTAL REPORTS: 1.POLICE MONTHLY REPORT – (Staff Contact: Lieutenant Jason Jackowski, Police Department) Staff’s Recommendation: Receive a presentation Lieutenant Jackowski presented the report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk) Commissioner Newlands inquired if the Lieutenant Jackowski has an insight about the collisions rising year after year. Lieutenant Jackowski responded that as people are back out on the road, the increased number of cars might play a role on the increasing number of collisions. Commissioner Penseyres inquired about the results of the DUI checkpoint that was scheduled to take place last month at the north end of the city. Lieutenant Jackowski responded that the DUI checkpoint was cancelled due to insufficient staffing. 2.SANDAG 2021 REGIONAL PLAN – (Staff Contact: Tom Frank, Public Works; Marisa Mangan, and Tuere Fa’aola SANDAG Senior Regional Planner) Staff’s Recommendation: Receive a presentation and provide input Exhibit 3 June 3, 2024 Item #2 Page 24 of 32 TRAFFIC AND MOBILITY COMMISSION Minutes Page 2 of 9 Public Works Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  442-339-2746 t Tom Frank and Marisa Mangan presented the report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk) Commissioner Newlands inquired if the hours of operation of the Coaster will be extended? Transportation Director Frank responded that there are plans to increase the service of the Coaster. The hope is that increasing the service would also increase the ridership. Commissioner Fowler commented that the proposed SANDAG Regional Plan is maintaining 50% of the budget through 2050 to be spent on public transportation but the statistics show this does not change the aggregate behavior of commuters, 65% of the population is still riding the freeways. We need to emphasize public transportation over freeway building. The interchange between I-5 to 78 will not be good for the local community. Commissioner Penseyres commented that if we want people to utilize the trains, we need better frequency and longer hours of service. Also, E-bike ridership has increased dramatically, but the issue is how can the riders get to the beach from inland. Can we put pressure on Caltrans about this issue? There is no way for the riders to get to the coast without crossing the I-5 freeway, which is dangerous. Transportation Director Frank recommended that we bring these issues to Caltrans and North Coast Transit District when they join us at a future meeting to present their comprehensive multimodal planning efforts. Acting Chair Linke commented on cars using Carlsbad surface streets such as Jefferson, College Boulevard and El Camino Real as cut through routes when I-5 is congested and how that is hurting the local community with increased traffic, decreased safety for bicyclists and an increase in greenhouse gas emissions. Fixing the I-5 to 78 interchanges could help to fix these issues. He commented that the Environmental Impact Review, or EIR, process is starting this fall which is great but is it necessary for the EIR process to take five years before the project can more forward? We need to improve conditions on our surface streets for other modes of travel soonest and the time frame of five years is not practical. Sustainable Communities Program Manager Fa’aola responded that the EIR process is long and there are a lot of requirements from the State of California. She cannot speak on behalf of CALTRANS and whether they could abbreviate that time frame. Acting Chair Linke asked about the line item in the SANDAG budget that mentions connecting the managed lanes from freeway 78 to I-5. Does that mean some of the lanes will be connected and some will have a stop light? June 3, 2024 Item #2 Page 25 of 32 Page 3 of 9 Public Works Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  442-339-2746 t Sustainable Communities Program Manager Fa’aola explained that the interchange will have two improvements, one is for the managed lanes in order to provide the connection from 78 to I-5 managed lanes but then also the general freeway connector which would serve for the general-purpose lanes. It is two separate projects, but CALTRANS could speak to the schedule and how that would encompass both. Acting Chair Linke is concerned about future plans for Palomar Airport Road to convert one travel lane in each direction to a transit priority lane. Palomar Airport Road is very congested, and the road is exempted from the growth management plan because it is failing the level of service minimum standard. If we take three already full lanes and convert one of them to transit, then how will we move 1/3 of those cars to take an alternative mode of transportation or a different route. We need the transit lane to allow the bus to get to its destination faster to convince riders to take the bus. The map also showed a transit lane on El Camino Real. How will this look in Carlsbad? How will transit riders get around Carlsbad using transit on just those two roads? Sustainable Communities Program Manager Fa’aola responded that they recognize that travel in North County is much different than what you might see in San Diego. They believe having flexible fleet’s that are more of an on-demand schedule will be more beneficial in these more spread-out suburban communities. Fixed transit service that travels along one route at fixed times during the day will not be the most advantageous in these areas. SANDAG is looking at how we can deploy more of these flexible fleet services and encourage ride share. When we do have those locations specified for the fixed transit service, we are looking at how we can utilize the existing system that is there to enhance it with the multimodal aspect of adding priority for transit or people who walk or bike. The Regional Plan is a very high level look at how we would propose to put these services forward. Additional studies would have to be done and we would need to look at the alternative analysis. There would be public engagement and outreach involved in that process as well. This process would have to happen for any route within SANDAG’s entire plan. SANDAG’s goal is to give people options that don’t exist today. It won’t be one solution but many coming together that will make an impactful change. Acting Chair Linke inquired about funding. There is controversy around the road user charge or charging people for the number of miles they are driving. This approach makes a lot of sense as long as it is fair to those people who have jobs and need to be driving. The gas tax will be going away as more people buy electric vehicles. The driver should be charged a higher rate based on how much damage their vehicle is doing to the freeway. An example would be a hummer would cause a lot more damage to the freeway than a small sedan. There are three tax increases proposed due to this plan which is concerning. The immediate increase which is coming in November is concerning because it doesn’t appear that we have flushed out exactly how the money is going to be spent. It is also concerning that SANDAG is relying on the Citizens Initiative. What if it fails to get on the ballot or what if it is not promoted well enough? June 3, 2024 Item #2 Page 26 of 32 Page 4 of 9 Public Works Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  442-339-2746 t SANDAG cannot be involved in the promotion so if the Citizen group does not properly promote and it fails then what would happen? Sustainable Communities Program Manager Fa’aola responded that it is correct that it will be a citizen-initiated ballot measure and SANDAG is not the sponsor of the measure and can’t be involved. SANDAG’s plans are updated every four years so if we should see the measure for the citizen-initiated ballot fail then they would look at how to change the funding revenue assumptions in their plan and whether or not that would impact any of the projects. The short- term outlook is for 2025 which is typically those that are programed as part of the regional transportation improvement program which has funding sources to move them forward. We would need to identify if there is funding available for those projects slated for the later years in order to move them forward. There is federal funding and the Infrastructure Jobs Act and there is opportunity for some of that funding to come to the San Diego region. 3.AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS– (Staff Contact: Hossein Ajideh and Brandon Miles, Public Works) Staff’s Recommendation: Receive a presentation and provide input Engineering Manager Ajideh and Associate Engineer Miles presented the report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk) Commissioner Penseyres supported the staff recommendation for Class II bike lanes. The Class IV bike lanes would work better along the beach in Carlsbad, especially southbound. Commissioner Penseyres inquired if educational opportunities will be provided to drivers with guidelines to yielding and making legal right hand turns as close as possible to the right edge of the road per the California Vehicle Code. He also asked about educational efforts regarding left turn crashes, where drivers can turn left without stopping and without traffic controls. Will Carlsbad put up portable digital signs as is being done along the Coast highway in Encinitas? What about direct mail flyers to the residents? City Traffic Engineer Kim responded that they don’t have any of those things concretely planned, but they are great suggestions. All these suggestions are outside of the scope of work for this project, but staff will consider all these options, especially the portable digital signs. Acting Chair Linke asked staff if they had any input that they wanted to provide on the Class II versus Class IV bike lanes in the specified area along Avenida Encinas between the Poinsettia COASTER station and Carlsbad Boulevard. City Traffic Engineer Kim responded that staff feels that buffered Class II bike lanes are the right choice in this situation due to the number of driveway conflicts on Avenida Encinas. June 3, 2024 Item #2 Page 27 of 32 Page 5 of 9 Public Works Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  442-339-2746 t Transportation Director Frank agreed that buffered Class II bike lanes are the preferred option in this situation as there are a lot of intersections/crossings and most of the incidents that happen with bicyclists happen at intersections. Acting Chair Linke brought up a public comment from Mr. Pierce who suggested a protected intersection scheme called a Dutch intersection. Is this possible when you have Class II lanes leading up to the intersection? Transportation Director Frank replied that they did not have the Dutch intersection in the scope of work and that it is a relatively new concept in the country and in California. Staff would need to do thorough public vetting on an improvement of that sort. The Dutch intersection would work better with a Class IV bike facility and may not be appropriate with Class 2 bike lanes. Acting Chair Linke inquired about the Ponto Drive intersection and whether the proposed design would be ready for the planned development of a resort and hotel in the area. City Traffic Engineer Kim responded that the planned project would make the necessary modifications to allow appropriate access at this intersection. Acting Chair Linke stated that a public comment from Mr. Schulte suggesting that we have a pedestrian crosswalk added near the railroad bridge where the Batiquitos Lagoon bluff trail connects with the San Pacifico Community trail. Is this something that could be considered? City Traffic Engineer Kim responded that staff will look at that area. Acting Chair Linke added that Mr. Schulte proposed to have a pedestrian crossing at Dorey Lane. What does staff think of this location? There was also a concern about the elimination of some left turn lanes on Avenida Encinas. City Traffic Engineer Kim responded that they did not think that Avenida Encinas at Dorey Lane was a good fit for an uncontrolled pedestrian crossing. A controlled crossing is out of the budget and therefore staff did not consider putting in a marked crosswalk. City Traffic Engineer Kim further clarified that the proposed design did remove left turn lanes on Avenida Encinas at Dorey Lane and Portage Way. Transportation Director Frank added that where the City of Carlsbad is providing a marked crosswalk, they like to have intersection control of some kind. There are often directional access ramps that addresses the ADA issue at many unmarked intersections and, as per State Law, pedestrians can cross at any intersection. If there is no marked crosswalk, staff finds that pedestrians are more cautious with their decision to cross. June 3, 2024 Item #2 Page 28 of 32 Page 6 of 9 Public Works Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  442-339-2746 t Commissioner Newlands as well as Acting Chair Linke recommended adding a crosswalk across from the shopping center at the southern entrance. There are many pedestrians who currently cross at this location and there is no marked crosswalk. City Traffic Engineer Kim pointed out that there was no apparent pedestrian access from the residential area to Avenida Encinas in that area so no marked crosswalk was considered there. Transportation Director Frank commented that for the development on the northeast side of Carlsbad Boulevard and Avenida Encinas where the land use is for a resort, at Ponto Drive there would be intersection control and protected crossings. Motion by Acting Chair Linke, seconded by Commissioner Penseyres to support staff recommendation to provide buffered Class II bike lanes along Avenida Encinas between the Poinsettia COASTER station and Carlsbad Boulevard. Motion carried: 4-0-3 (Absent: Perez, Coelho and Proulx) Acting Chair Linke requested a break at 6:55 p.m. and the meeting resumed at 7:03 p.m. 4. MULTIMODAL LEVEL OF SERVICE UPDATE – (Staff Contact: Nathan Schmidt, Public Works) Staff’s Recommendation: Receive a presentation Transportation Planning and Mobility Manager Schmidt presented the report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk) Commissioner Fowler inquired about the consequences if a developer fails to meet the requirements listed on the presentation. Transportation Planning and Mobility Manager Schmidt said that it goes into the scoring calculation for the project and will vary based on the distance to the transit stop. The last criteria where it states that if an area is governed by an adopted Transportation Demand Management, or TDM, ordinance currently addresses the need for the project to meet these specific criteria however this criteria is being proposed for removal as part of the methodology updates. Acting Chair Linke commented that Carlsbad has had a vehicle level of service for many years but in 2015 the general plan added pedestrian, bicycle and transit level of service. The vehicle level of service is straightforward where you count the cars and look at the capacity of the street. If the population grows or there is a new development that adds residents with cars you can predict that there will be more cars on the road. In contrast, with pedestrian, bicycle and transit level of service it is based on the quality and not the quantity of users. June 3, 2024 Item #2 Page 29 of 32 Page 7 of 9 Public Works Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  442-339-2746 t So whatever grade a street gets it is not predicted to change over time unless improvements are being made to the street. He suggested that we make a change to the Citywide Facilities and Improvements Program to bifurcate the monitoring that the city does versus what a developer is expected to do. One of the main goals of the MMLOS system in our growth management plan is to have developers pay their fair share toward the projects. Staff came up with an alternative where they categorize certain criteria as a local mobility analysis only. That applies when the city or a developer does a project but not the annual monitoring. However, when we do the first annual monitoring, how are we going to address the deficiencies? Transportation Planning and Mobility Manager Schmidt said that this is the first time that we will be preparing the results, so we don’t yet know the degree to which our system is failing in regard to the MMLOS. The city will present a method to address the deficiencies once the MMLOS monitoring results are presented to the T&MC. Acting Chair Linke mentioned that some of the suggestions from the ad hoc committee were not included due to the fact that developers could not be compelled to do the projects. The question is which of these criteria can the developers not be conditioned to do? Transportation Planning and Mobility Manager Schmidt replied that for private development projects we are limited to having developers correct deficiencies along the project roadway frontage or those that are created by the project itself. We cannot have them correcting pre- existing deficiencies. The City of Carlsbad intends to use the monitoring process to identify gaps in our network and develop a project list to address those gaps. These identified projects will then be included in our CIP and may also be included as multimodal improvement projects as part of the Traffic Impact Fee update which is currently in process. Transportation Director Tom Frank commented that after we receive the results of the monitoring, when a development does come in, we will look for every opportunity to get the improvements completed. We want to get the improvements conditioned and for the developers to pay their fair share. Acting Chair Linke mentioned that the city’s engineering documents state that all signalized intersections must have a marked crosswalk. He suggested that as part of a new development we compel developers to add a marked crosswalk across the nearest intersection if it is signalized. We would need to cap it at E and not at D. City Traffic Engineer John Kim responded that his concern to this suggestion would be that if a requirement is made for a signalized intersection to have high visibility crosswalks installed that the crosswalks be pre-existing. That is in consideration of some of the legs on certain traffic signals that have pedestrian crossings prohibited. We do have this situation in a number of locations, and we do not want these locations to be changed to allow pedestrian crossing. June 3, 2024 Item #2 Page 30 of 32 Page 8 of 9 Public Works Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  442-339-2746 t Acting Chair Linke responded that we should follow the city engineering standards, and that should separate out those legs that should not allow pedestrian crossings. He recommends that we follow the city engineering manual and state that whenever there is a leg that the manual states should have a crosswalk, that should be an essential feature under the LMA category. The developer should have to do a warrant study, and therefore it should be capped at LOS E so they perform this study. Acting Chair Linke asked about the essential criteria for bus stops which are bench, trash can, shelter and lighting. Will all of these amenities be required? This will help promote transit and these stops could be used for ridesharing as well. Transportation Planning and Mobility Manager Schmidt replied that they are hesitant to include shelter as an essential feature as this might be difficult to accomplish at some stop locations with constrained available right-of-way. Commissioner Penseyres commented that he would like to see the test cases and what we end up with for scores and how it all plays out. The city has made a lot of changes regarding the design of bicycle facilities and have done a great job. He is requesting another sub-committee meeting to discuss the scores after they are received. Motion by Commissioner Fowler, seconded by Commissioner Newlands recommending several revisions to the City’s Multimodal Level of Service methodology including additional provisions for high visibility crosswalks, essential transit stop access and amenities, Transportation Demand Management requirements, and additional bicycle lane requirements. They also suggested that staff schedule an ad-hoc committee meeting after the scores/tests are completed to review the results prior to conducting the monitoring analysis. Motion carried: 4-0-3 (Absent: Perez, Coelho and Proulx) CITY TRAFFIC ENGINEER COMMENTS: Transportation Planning and Mobility Manager Schmidt announced that May is bike month, and he challenged everyone to commute by bike. Bike-to-work day is the third Thursday of the month (May 19th), and the city and other businesses will be organizing fun pit stops. There will be additional bike events in May that will be announced soon as well. TRAFFIC AND MOBILITY COMMISSION COMMENTS: Commissioner Newlands introduced himself and stated that he is very happy to be part of the T&MC and is impressed with everything that he has seen so far. Acting Chair Linke and Commissioner Fowler are serving on the Growth Management Citizens Committee. The Growth Management Plan was adopted by voters and the City Council back in 1986 and the MMLOS is part of that. Now that the city has almost reached full buildout of the June 3, 2024 Item #2 Page 31 of 32 Page 9 of 9 Public Works Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  442-339-2746 t street system, they are switching the focus. The Growth Management Plan will now have to be changed and updated. ADJOURNMENT: Acting Chair Linke adjourned the Traffic & Mobility Commission Meeting on April 4, 2022, at 7:55 p.m. ___________________________ Eliane Paiva, Minutes Clerk June 3, 2024 Item #2 Page 32 of 32 r r From:Nikki Matosian To:Traffic Subject:FW: Improvements for Avenida Encinas Palomar Airport Road and coaster station discussed at commission Date:Thursday, May 30, 2024 1:11:17 PM From: Daniel Boilini <boilini@hotmail.com> Sent: Thursday, May 30, 2024 1:08 PM To: Communications <communications@carlsbadca.gov> Subject: Re: Improvements for Avenida Encinas Palomar Airport Road and coaster station discussed at commission Take a perfectly fine road and ruin it. Waste money, reduce traffic lanes. Great job! From: City of Carlsbad <communications@carlsbadca.gov> Sent: Thursday, May 30, 2024 12:45 PM To: boilini@hotmail.com <boilini@hotmail.com> Subject: Improvements for Avenida Encinas Palomar Airport Road and coaster station discussed at commission June 3 Traffic Safety & Mobility Commission City staff will present proposed designs for traffic safety improvements alongAvenida Encinas between Palomar Airport Road and the Poinsettia Coaster Station at the next Traffic Safety & Mobility Commission on June 3. [I ] Traffic Safety & MobilityCommission Monday, June 3, 4 p.m. Agenda Read the staff report Watch online Comment in person on June 3 oremail traffic@carlsbadca.gov The safety enhancements on Avenida Encinas are part of a nearly 2.5-mile segment of the Coastal Rail Trail throughout southern Carlsbad. The southernpart of Avenida Encinas, from the coaster station to Carlsbad Boulevard is currently under construction. Map - Avenida Encinas traffic safety improvements Construction update – Poinsettia Coaster Station to Carlsbad Boulevard Repaving and restriping continues on Avenida Encinas between the coaster station and Carlsbad Boulevard. Repaving, slurry seal and restriping require several steps: Repaving or slurry prep work requires a combination of grinding, striping removal and crack sealing. When areas are ready to be resurfaced we try to resurface one side at a time to maintain at least one lane of traffic and access to commercial centers. When one side is done, we switch to the other side. Ii] • • The new surface needs a little time to cure before it’s ready for new striping, but temporary traffic delineation will be provided. Completing all the striping and markings usually takes between two to four weeks. Thank you for your patience as we complete this work. Improvements include: Resurfacing and restriping to repair cracks and keep the road in top condition. Managing speeding by restriping driving lanes to appropriate widths and reducing the number of driving lanes between Poinsettia Lane and Windrose Circle. Installing a new mid-block crosswalk with a new pedestrian signal at Avenida Encinas and San Carlos Street. This new traffic signal will remain green for cars until a pedestrian pushes the button to cross. Then the signal will blink yellow and turn red to stop vehicle traffic and allow pedestrians to cross. Painting new, wider buffered bike lanes with dashed green paint in areas where cars and bikes share the road (usually approaching an intersection to turn right). Painting new high-visibility crosswalks and building new ADA-compliant ramps at: · Poinsettia Coaster Station driveway · Embarcadero Lane · Macadamia Drive · Raintree Drive · Windrose Circle · Dory Lane Painting new high-visibility intersection crosswalks across Avenida Encinas at: · Poinsettia Lane · San Lucas Street • • • • • • • • ·Portage Way ·Ponto Drive ·Carlsbad Boulevard Avenida Encinas as part of the Coastal Rail Trail As part of an overall goal of improving traffic safety in the city, Avenida Encinas is being used as part of the countywide Coastal Rail Trail. 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 toOceanside. 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. Related topics Green bike lanes explained Designing roads for safety Safer Streets Together Visit our Website City of Carlsbad | 1200 Carlsbad Village Drive | Carlsbad, CA 92008 US Unsubscribe | Update Profile | Constant Contact Data Notice From:Nikki Matosian To:Traffic Subject:FW: Improvements for Avenida Encinas Palomar Airport Road and coaster station discussed at commission Date:Thursday, May 30, 2024 5:03:58 PM From: sd.areaboard@gmail.com <beachdog33@aol.com> Sent: Thursday, May 30, 2024 3:41 PM To: Communications <communications@carlsbadca.gov> Subject: Re: Improvements for Avenida Encinas Palomar Airport Road and coaster station discussed at commission In my opinion you are making the driving lanes too small and your work has been causing more car accidents. No one I know is happy with your new plan. Whoever engineered this roadway is not a very good engineer. Sent from the all new AOL app for iOS On Thursday, May 30, 2024, 12:45 PM, City of Carlsbad <communications@carlsbadca.gov> wrote: June 3 Traffic Safety & Mobility Commission City staff will present proposed designs for traffic safety improvements along Avenida Encinas between Palomar Airport Road and the Poinsettia Coaster Station at the next Traffic Safety & Mobility Commission on June 3. Traffic Safety & Mobility Commission Monday, June 3, 4 p.m. Agenda Read the staff report Watch online Comment in person on June 3 or email traffic@carlsbadca.gov The safety enhancements on Avenida Encinas are part of a nearly 2.5-mile segment of the Coastal Rail Trail throughout southern Carlsbad. The southern part of Avenida Encinas, from the coaster station to Carlsbad Boulevard is currently under construction. Map - Avenida Encinas traffic safety improvements Construction update – Poinsettia Coaster Station to Carlsbad Boulevard Repaving and restriping continues on Avenida Encinas between the coaster station and Carlsbad Boulevard. Repaving, slurry seal and restriping require several steps: Repaving or slurry prep work requires a combination of grinding, striping removal and crack sealing. When areas are ready to be resurfaced we try to resurface one side at a time to maintain at least one lane of traffic and access to commercial centers. When one side is done, we switch to the other side. The new surface needs a little time to cure before it’s ready for new striping, but temporary traffic delineation will be provided. Completing all the striping and markings usually takes between two to four weeks. Thank you for your patience as we complete this work. Improvements include: Resurfacing and restriping to repair cracks and keep the road in top condition. Managing speeding by restriping driving lanes to appropriate widths and reducing the number of driving lanes between Poinsettia Lane and Windrose Circle. Installing a new mid-block crosswalk with a new pedestrian signal at ID • • • • • • • Avenida Encinas and San Carlos Street. This new traffic signal will remain green for cars until a pedestrian pushes the button to cross. Then the signal will blink yellow and turn red to stop vehicle traffic and allow pedestrians to cross. Painting new, wider buffered bike lanes with dashed green paint in areas where cars and bikes share the road (usually approaching an intersection to turn right). Painting new high-visibility crosswalks and building new ADA-compliant ramps at: · Poinsettia Coaster Station driveway · Embarcadero Lane · Macadamia Drive · Raintree Drive · Windrose Circle · Dory Lane Painting new high-visibility intersection crosswalks across Avenida Encinas at: · Poinsettia Lane · San Lucas Street · Portage Way · Ponto Drive · Carlsbad Boulevard Avenida Encinas as part of the Coastal Rail TrailAs part of an overall goal of improving traffic safety in the city, Avenida Encinasis being used as part of the countywide Coastal Rail Trail. 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 toOceanside. According to SANDAG, logistics, costs and environmental concernssince its original planning have forced some areas of the route away from thetracks and onto side streets such as Avenida Encinas. Related topics Green bike lanes explained Designing roads for safety • • • From:Cherie Mclarty To:Traffic Subject:Ave Encinas Date:Thursday, May 30, 2024 7:51:02 PM Please discuss the intersection of Ave Encinas and Poinsettia. The focus of these changes have been cyclists and this intersection is still dangerous to both cyclists and pedestrians. Not only are the cyclists crossing lanes to turn but pedestrians are nearly hit as cars are trying to make turns and fail to see someone is walking with the light. Now all of these changes are making this more confusing and difficult. There are more people not in vehicles crossing here and it’s in all directions. The all cross intersections in the village work very well and would function here. Before someone is badly injured this problem needs to be addressed. Cherie McLarty Carlsbad resident 25 years and former traffic commissioner Laguna Niguel CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content is safe. From:Steve Linke To:Nathan SchmidtCc:Eliane Paiva; Traffic Subject:Public comment on 6/30/2024 Agenda Item #2Date:Friday, May 31, 2024 1:39:28 PM Attachments:Y1PXzYSxkn6TL5Q0.png Traffic Commission: Regarding the Avenida Encinas project, this is another example of sandwiching a dangerously narrow 10-foot two-way center turn lane (TWCTL)between 10-foot through-lanes going in opposite directions (see the pink highlighting on the engineering drawing below). Although the 10-foot through-lane widths may be acceptable in the context of the speeds and lane numbers on Avenida Encinas, safety guidelines indicate that the TWCTL should bewider--ideally 14 feet, but a minimum of 12 feet. Avenida Encinas has several driveways/intersections that will create head-on collision conflicts, so the10-foot TWCTL will create a potentially dangerous condition. When I testified at your February meeting about 10-foot through-lane widths on high-speed arterials, staff made the incoherent argument that they are"completely in conformance with the guidelines" because, "Guidelines are more like a suggestion. We could follow it, but we don't have to." In otherwords, they are confirming that they are NOT following the actual guidelines, but rather relying on the fact that guidelines are not mandatory--onlyrecommendations. As I have stated previously, these new lane width standards that have been adopted by staff are local experiments below what all guidelines and researchcurrently indicate are appropriate, and the city should be held liable for the potentially dangerous conditions they are creating. Incidentally, on May 14th, during a drive to City Hall, I was traveling westbound on La Costa Avenue between Saxony Road and I-5. In front of me,there was a large black SUV in the narrowed left lane and a white sedan in the narrowed right lane. The SUV began drifting over the dotted lineseparating the lanes, and I cringed as I thought there was going to be a collision. The sedan driver must have become aware of--and startled by--theimpending collision, because they suddenly swerved to the right--across the bike lane buffer and into the bike lane. They then immediately swerved backto the left. As they swerved left, I was alarmed to see a cyclist in the bike lane who had barely avoided what I believe would have been a severe injury ordeath. Obviously, this is just a single anecdote, but, as I have testified previously, encroachments across the dividing line and into the bike buffer lane havebecome commonplace after the lane narrowing. You think you are somehow making conditions safer for cyclists by narrowing vehicle lanes, but it isonly an illusion of safety, and there is an unintended consequence of making things less safe. Best regards,Steve LinkeCarlsbad CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content is safe. -Ex. R28D(MCO), R26(M002), R26(M001 ) )!AN PER <OVEt.ENT PLAN From:Laura Baggett To:Traffic Subject:Speeding on residential street Date:Friday, May 31, 2024 7:08:59 PM Hello, I live off of Estrella De Mar in between El Camino Real and Alga. Although the speed limit is 25 mph, drivers consistently use our street as a “cut-through” and travel at speeds north of40mph. There is no sidewalk and it’s a popular street for pedestrians, including elderly, children, and dogs. I fear an accident will soon occur. There are signs to slow down, but nospeed bumps, radar machines, or cameras. And again, no sidewalk. Can you please help by instituting any or all of these safety measures? Thanks, Laura CAUTION: Do not open attachments or click on links unless you recognize the sender and know the content is safe. 1 Eliane Paiva From:Eliane.Paiva@carlsbadca.gov Subject:FW: Improvements for Avenida Encinas Palomar Airport Road and coaster station discussed at commission From: Kristine Schindler <kristineschindler7@gmail.com <mailto:kristineschindler7@gmail.com> > Sent: Saturday, June 1, 2024 12:04 PM To: Nathan Schmidt <nathan.schmidt@carlsbadca.gov <mailto:nathan.schmidt@carlsbadca.gov> >; Tom Frank <tom.frank@carlsbadca.gov <mailto:tom.frank@carlsbadca.gov> >; Nikki Matosian <nikki.matosian@carlsbadca.gov <mailto:nikki.matosian@carlsbadca.gov> > Cc: Pete Penseyres <cyclovet11@yahoo.com <mailto:cyclovet11@yahoo.com> >; Michael Von Neumann <michaelvonneumann@yahoo.com <mailto:michaelvonneumann@yahoo.com> > Subject: Fwd: Improvements for Avenida Encinas Palomar Airport Road and coaster station discussed at commission Tom, Nathan, and Nikki - A positive praise email to put in your Inbox for today (or Monday morning). There you go again with another fine eblast from the City of Carlsbad. Love the changes you are making throughout Carlsbad and here especially along Avenida Encinas. Well done, very well thought out, and much more. And your communication and visuals are very well done too. Keep up the great work and know that I (and others) appreciate your efforts, have safer bike commutes/rides as a result of your all road users focused roadway improvements, and share share share your communication pieces that are clear, to the point, visually appealing, and from the stance of ALL OF US Together can make our streets safer. Nikki, I never did come across/see my video clip that was recorded while in Carlsbad for one of the City Cycling classes I supported. Do you happen to have it and can you share? I would be interested to see what I said and how it came across. Nathan, we will be in touch about the Bikes & Birds idea. Thanks for your initial positive response. My Best, Kristine East Encinitas resident Carlsbad visitor frequently in a car, on foot, and on a bike 858-205-3383 ---------- Forwarded message --------- From: City of Carlsbad <communications@carlsbadca.gov <mailto:communications@carlsbadca.gov> > Date: Thu, May 30, 2024 at 12:45 PM Subject: Improvements for Avenida Encinas Palomar Airport Road and coaster station discussed at commission To: <kristineschindler7@gmail.com <mailto:kristineschindler7@gmail.com> > June 3 Traffic Safety & Mobility Commission <https://8fos7zcab.cc.rs6.net/on.jsp?ca=5a66a843-d48b-401e-811c- 6a6eb282f1a0&a=1102527936699&c=368f350e-db92-11eb-ba4b-fa163e28e109&ch=3692d95c-db92-11eb-ba4b- fa163e28e109> <https://files.constantcontact.com/bb839c3b001/025a3148-4d64-4a9d-93e8-98b4640a72e7.png?rdr=true> Avenida Encinas Coastal Rail Trail and Pedestrian Improvements Project No. 6004 - Segment 3 Brandon Miles Public Works Branch June 3, 2024 { City of Carlsbad 2 RECOMMENDED ACTION 1.Receive a presentation and provide input on the preliminary design of the Avenida Encinas Coastal Rail Trail and Pedestrian Improvements, Segment 3 CIP Project No. 6004; and 2.Receive input from the community ITEM 2: Coastal Rail Trail { City of Carlsbad 3 TODAY’S PRESENTATION Avenida Encinas Coastal Rail Trail and Pedestrian Improvements This project has been separated to expedite project schedule, manage environmental review, right-of-way acquisition, utility coordination, and to meet Active Transportation Program (ATP) grant deadline ITEM 2: Coastal Rail Trail { City of Carlsbad 4 ITEM 2: Coastal Rail Trail Segment 1 - Cannon Rd to Palomar Airport Rd – Completed Segment 2 - Poinsettia Coaster Station to Carlsbad Blvd – In construction Segment 3 - Palomar Airport Rd to Poinsettia Coaster Station – Presented ■Segment 1 Segment 2 Segment 3 (city of Carlsbad 5 BACKGROUND •Coastal Rail Trail (CRT) is a regional bikeway that includes a 44-mile regional bikeway that connects six coastal cities throughout San Diego County •Project constructs 2.5 miles of enhanced bicycle and pedestrian facilities, enhanced intersection treatments for improved safety, and traffic calming with road lane realignment ITEM 2: Coastal Rail Trail {city of Carlsbad Avenida Encinas Coastal Rail Trail Segment 3 N NCTD Poinsettia Coaster Station Palomar Airport Road 6 ( City of Carlsbad 7 Segment 3 - Status •Project is 60%-complete with engineering design •Currently in environmental review phase •Coordinating with utility companies ITEM 2: Coastal Rail Trail ( City of Carlsbad 8 Proposed Improvements Segment 3 ITEM 2: Coastal Rail Trail This project includes: •Provide new sidewalks •Enhanced buffered bike lanes •Raised medians •Enhanced pedestrian crosswalks ( City of Carlsbad 9 Avenida Encinas Looking north toward Palomar Airport Road ITEM 2: Coastal Rail Trail N A-A 10 Avenida Encinas Looking north toward Palomar Airport Road ITEM 2: Coastal Rail Trail 11 ITEM 2: Coastal Rail Trail I RW I 84'-0" 0 SECTION A A I RW I I I { EX ISTING SHRUB PLANTING 12 ITEM 2: Coastal Rail Trail A-A ENCINAS BUSINESS EX. Rl-1 PARK DWY 13 ------ AVENIDA ENCINAS POSTED SPEED LIMIT 40MPH RAI SED 1.EDIAN PER CIVIL IJ.f'ROVE'-ENT PLAN 7' 10' 7' --. 50' ------- 125 ' R1-5(L) 19 13Avenida Encinas Looking north at existing widening ITEM 2: Coastal Rail Trail N B-B 14Avenida Encinas Looking north at existing widening ITEM 2: Coastal Rail Trail 15 ITEM 2: Coastal Rail Trail 86'-0" RW 3'-0" 3'-0" S ECTl:ON B-B I RW I -EXISTING ICE PLANT 16 ITEM 2: Coastal Rail Trail B-B 1191 7 RAISED MEDIAN PER L 1 WRO'JO.ENT f\...&-.N __, R81B(CA) / EX. R280(~0) ,@-1' R26(M(1)1) ' . ' \ .., .. , r,.t-U\ MU\)J} • R26(MC01) 3151 5 p.) p _) 21 EX. R2&>(Cfi..), R26(M003), R26(M001) F 21 EX. R R26(C R81.&-.( 17Avenida Encinas Looking north ITEM 2: Coastal Rail Trail N C-C 18 Avenida Encinas Looking north ITEM 2: Coastal Rail Trail 19 ITEM 2: Coastal Rail Trail 85'-2" -86'-0" I RW I RW I I I I SECT:ION C-C 20 ITEM 2: Coastal Rail Trail C-C ENCINA WATER VACANT LOTDWY • EX. R26( --_ __.__~ RAISED MEDIA PE CIVIL IMPRO\IOENT PL -·------~ --~ ---· ---- - ---------------- 21 ITEM 2: Coastal Rail Trail Avenida Encinas Looking north at Coaster Station entrance N D-D 22 Avenida Encinas Looking north at Coaster Station entrance ITEM 2: Coastal Rail Trail 23 ITEM 2: Coastal Rail Trail EXISTING LAWN RW 3'-0" 3'-0" 84'-0" -84 '-8" 3'-0" SECTION D-D 3'-0" I RW 24 ITEM 2: Coastal Rail Trail D-D . R9-3bP EX. R1-1 EX. R28D(~D), _J SEE TAPER CALC 1 R26(MOC>1 ) EX . RB 1 (CA). R81A(CA) \}1 ~( W11-2 1 p (CA EX. 25 ITEM 2: Coastal Rail Trail •April 4, 2022 – Staff presented overall project T&MC •August 18, 2022 – Staff presented Segment 2 to T&MC •May 23, 2023 – City Council awarded contract for Segment 2 •December 2024 – Expected completion of Segment 2 •Early 2025 – TS&MC to support approval of final plans •Summer 2025 – City Council to approve bid documents and authorize advertisement for construction bid •Fall 2025 – Planned construction of Segment 3 Timeline {city of Carlsbad 26 ITEM 2: Coastal Rail Trail Next Steps •Staff will –Finalize project plans, specifications and cost estimate •Request TS&MC to –Support approval of final plans in early 2025 •Request City Council to –approve plans and specifications and authorize for bids –request City Council to award a construction contract {city of Carlsbad 27 RECOMMENDED ACTION 1.Receive a presentation and provide input on the preliminary design of the Avenida Encinas Coastal Rail Trail and Pedestrian Improvements, Segment 3 CIP Project No. 6004; and 2.Receive input from the community ITEM 2: Coastal Rail Trail (cityof Carlsbad Thank you { City of Carlsbad