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Augustus Mason
5 years ago
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1 - :) (/) oo (L o QCJ al u5 (L : wo W LL ow C\J tij.,... : xo. <( oo r s;t-_ = u,... als m t... g... C U) () () Cf) A , 16' L 1.' A DESGN TO BE APPROVED BY LOCAL ENTTY ENGNEER en r-.... _ ro (). "O CG (]) oo E ()... () E u, "O o2... _!;... C1l Q. m () _Q._,.o ll... C1l, ""' C1l E cg? U). () () 8:l2.. Z-,- N 716' J R=1.' 1.' : - w <( (L () C ::J -e :i 1... / ' { \ \ '.T "t " --m (]).l=; ro.,... Cf) -- - r en o. gi (]), r, = / ' \ El1 ' / ' / -- () C ::J.... :i 19' FL-FL +--+-i --o : - w <( (L Sign Post Sleeve Safe Hit Sleeve 9 (C\J 2" <Co <(Ow _J... (/) _J ffi C C1l... - () "O () 2 1- ().$ C1l 't: C :i. (/) :j +-' ffi o E E Q. g C1l - (L s;t- <( <( B o -...J - w o ws (/) <( <( w (/) +: 7' (4' Retrofit) in Fort Collins and 4' in Loveland. 2" STANDARD DETALS FOR RASED MEDAN GEOMETRY LARMER COUNTY CONSTRUCTON REVSON NO: 2 DRAWNG DRAWNGS DATE: 5/1/13 81

2 * ACCESS RAMP i'-- R==1' * Provide flat platform rest area. FORCED TURN BARRER LARMER COUNTY CONSTRUCTON DRAWNGS ( SPLTTER SLAND) REVSON NO: 3 DRAWNG DATE: 5/1/13 82

3 = (; / N r "No Parking Any Time" R7-1 (TYP.) 28' (min.) FL FL \ \ "No Parking Any Time" R7-1 (TYP.) =--... _Q L - ::::i u Cl) L Cl) - u t C (1) Cl) - L Cf) Note: 28' Flowline to Flowline Cross-Section shall e maintained. For higher densities, larger Cross-Section are remmended. CENTER SLAND PARKNG N CUL-DE-SAC LARMER COUNTY DESGN REVSON NO: 2 FGURE DATE: 4/1/7 FGURE 19-1

4 LOVELAND ONLY Sidewalk 1' R min. 28'(min.) 1' Cur - See CONST. DWG. 71 & 72. 4" Solid White Strip Straight-in Parking Landscaping 19' NOTES: 1. One space to e provided for every dwelling unit that fronts on the cul-de-sac. Refer to Chapter 19 for exceptions. 2. The landscaping shall e maintained y the HOA or other private entity. 3. A clear distance of 28' must e maintained from edge of island to flow line. 4. For stripping materials and requirements, refer to Chapter 14. STANDARD CUL-DE-SAC CENTER PARKNG AREA LARMER COUNTY DESGN REVSON NO: FGURE DATE: 8/7/ FGURE 19-2L

5 SW SAMPLE 2 each 8" Blades mounted to Post with 4 each Drive Rivets with Nylon Washers SW SAMPLE AVE Cross section of post C.E Telespar Post " ' ,o 1' 8 (min.) 8 C') f--. () u C cu t... cu () C ' (min.) BOC " - 6" Aove Grade 3" - 6" Aove Grade ATTACHED SDEWALK DETACHED SDEWALK CRTERA FOR SNGLE POST Max. Sign Telespar 22F12A O3PG Telespar 2F12P-1 PG Panel Anchor Post * Post* NOTES: 36"x36" 2.25"x2.25"x3'-" 2"x2"x12'-" * 12 Gauge 1. Attach the sign panels tightly to the post and use oversied washers to keep the sign from reaking loose from the post when hit y a vehicle. 2. Sign panels should e mounted a minimum of 7 feet aove the pavement or ground. 3. Signs larger than 36 inches in length or width require wind racing and special post design. 4. Anchor Stu and post are square steel tue (perforated). 5. All "No Parking" signs shall e installed at 45 from Flow Line. 6. R1-1 "STOP" sign 3" High Density/Diamond Grade.Sign mounted to post with 1 each drive rivet with nylon washer against sign face (on Top of the Sign). sign shall e mounted with 1 each 5/16"x2 1 /2" Hew Bolt with nylon washers against sign face (on Bottom of the Sign). Secured with 1 each 5/16" Hex Nut on the ack side of Post. LARMER COUNTY SGN POST CONSTRUCTON REVSON NO: 2 DRAWNG DRAWNGS DATE: 5/1/13 141

6 2 EACH 8' BLADES MOUNTED TO POST WTH 4 EACH DRVE RVETS WTH NYLON WASHERS Cross section of post &N SAMPLE :oo CRTERA FOR SNGLE POST Max. Sign Panel ArdloriS!u * Post Sie* 36' X 36' 2.25' X 2.25' X 3'-' 2'x2'x 12'-' * 12Gauge R1-1 'STOP" SGN 3" HGH DENSTYJ1)1AMOND GRADE. SGN MOUNTED TO POST WTH 1 EACH DRVE RVET WTH NYLON WASHER AGANST SGN FACE (ON TOP OF THE SGN). THE BOTTOM OF THE SGN SHALL BE MOUNTED WTH 1 EACH 5/16'x2-1 /2.' HEW BOLT WTH MET AL AND FROM NYLON WASHERS (NYLON WASHER AGANST SGN 2' - 3' w FACE) AND SECURED WTH 1 EACH 5/16' HEX NUT FROM i_ ON THE BACK SDE OF POST. _J 2" x 2 x 1 O' OR 12' 12 GAUGE TELESPAR POST i _, r-- NOTES:,, l.\ '1 <o,, 6 tt-o\aj GR... J:,o S,\l 'f 1/4' Anchor (2 12A31) See igure V 1. Attach the sign panels tightly to the post and use oversied washers to keep the sign from re king loose from the post when hit y a vehicle. 2. Sign panels should e mounted a minimum of 7 feet aove the pavement or ground. 3. Signs larger than 36 inches in length or width require wind racing and special post design. 4. Anchor Stu and post are square steel tue (perforated). 5. All "No Parking' signs shall e installed at 45 from Flow Line.,..' ',_,. 4-- '1 SL. (,..) i, r \..\) \).) C GU(l.. ' ' l LARMER COUNTY SGN POST CONSTRUCTON DRAWNGS./ 1 / 'l REVSON NO: 1 DRAWNG DATE: 4/1/7 141

7 L Projected Flowline (FU lil-rri--,- Wide Lane 8" White ll 8" White Line 4" White Line Not Required with lane lengths less than 1 ' +--tt+-i Broken line 4" white 1 O' Segments 3' Gap (3:1 Ratio) _J Not Required with lane lengths less than 1 '. Line 4" White 8" White Extension _J "! 8" White Extension Line 4" White Extension Line On curves: Dotted extension of line edge with same as solid downstream line,2'segments, 4' gaps. CROSSWALK MARKNGS: An Engineering study should e required efore crosswalk markings are installed in locations away from traffic signals or stop signs. Continental crosswalk ars (1.5' x 9'typ) shall e placed adjacent to the projected flowline or autting to existing crosspan. A ar shall e place centered on each lane line and in the center of each lane line and each lane. Lanes 5' wide or less shall not receive a ar centered in the land. t is important that the markings are in alignment with the access rar:np/sidewalk. STRPNG: All Longitudinal (lane) striping shall terminate at the Continental crosswalk ars -- except the downstream ike lane which shall terminate at the cur return. f a stop line is in place -- upstream stripping shall terminate at the stop line. PREFERENTAL LANE SYMBOL: PLS shall e used for designated ikeways. ntersection placement -- the symol shall e placed downstream to nvey to turning traffic that the ike lane exists. t shall e placed 4" down from the PCR & centered on the ike lane. Frequency of placement etween locks is a matter for Engineering judgement. STOP LNES: Place stop lines (1.5' x Variale typ.) only when important to indicate the point ehind which vehicles are required to stop (more often on main arterials) -- placement should ordinarily e 4' in advance of and parallel to the nearest crosswalk line in the asence of a marked crosswalk, the stop line should e placed at the desired stopping point no more than 3' or less than 4' from the nearest edge of the intersecting roadway. MANDATORY MOVEMENT: Mandatory movement lanes shall use a lane-use arrow marking, the word marking "only', another lane-use arrow marking (acmpanied y signs). Symols & words are 8' of more in height -- use COOT specification sies. STANDARD PAVEMENT MARKNGS W/TURN LANE LARMER COUNTY CONSTRUCTON REVSON NO: 2 DRAWNG DRAWNGS DATE: 5/1/13 144

CAOSSWAL< MARKNGS: An Engineering study should e required efore crosswalk mar1<.ings are installed in locations away from tratfic signals or slop s i1.,1ns. Continental crosswalk ars (1.5' x g typ.

8 CAOSSWAL< MARKNGS: An Engineering study should e required efore crosswalk mar1<.ings are installed in locations away from tratfic signals or slop s i1.,1ns. Continental crosswalk ars (1.5' x g typ.) shall e p laced adjacent to the projected flow!fne or autting to exisling crosspan. A ar shall e placed centered on each lane line and n the center of each Jane. Lanes 5' wide or less shall not receive a Sr cenlered n the lane. t is important that the markings are in alignment Nith the access ramps/ sidewalks, l.5'x9' Projected Flowllne (FL) STRPNG: All Longiludinal (lane) slrlping shau terminate at the Conlinen1al crosswalk ars - except lhe downslrcam ike lane which shall terminate at the cur return. f a slop line s in place - upstream stripping shall terminate 'al the stop line. PREFERENTAL LANE SYMBOL: PLS shall e used for designated ikeways. ntersection placement -- the symol shall e placed dov,mstream to nvey lo turning traffic that the ike lane exists. t shall e placed 4" down from the PCA & centered on the ike lane. Frequency of placement etween locks is a matter for Engineel'lng judgement. Not Required with lane lengths less than 1'. - -Jl-f Wide Lane 8' Whlte u.4l.4l f; ii U) [) E :, -..J Place stop lines (1.5' x Variale typ.) only when inportant to Wldicale lhe point ehind which vehk:les are required to slop {more often on main,prterials) -- pfacement should ordinarily e 4' in advance of and parallel to the nearest crosswalk tine n the asence ol a marked crosswall<, the stop line should e placed at the desired stopping point no more than 3' or less than 4' from the nearest edge of the lntersecling roadway. 8' Whiteline 4 whlte line MANOATQRY MOVEMENT Mandatory movemenl lanes shall use a lane-use arrow marking, the word marking only", another lane-use arrow marking (acmpanied y- signs). Symols g. words are 6' of more in heigh! - use COOT specification sies. Broken line 4 white 1' Segments 3-Gaps (3:1 Ratio) 1()' Not Required with lar.e Jenglhs less than 1'. Line 4' white.2l 8" White Extension e While Extension Une 4.' White Extension Line On curves: Dotted oxlension of lane edge with same as solid downstream line, 2" segments, 4' gaps. '-y OC-j Corrwf, -sp-c,g,, f-<- tern. s pq, jo/-1-5 (:Mt1'. d,, Doule Line 4 ve11ow 4 Space 4' Yv.11ow STANDARD PAVEMENT MARKNGS W/TURN LANE LARMER COUNTY CON STRUCTON REVSON NO: 1 DRAWNGS DATE: 3/2/1 DRAWNG 144

9 (Metric Conversion: 1 ft. =.3 m.) Ped. Crossing! r LANEJ/1 BKE 1W L i!!! LANE T T BK RGHT-TURN-ONLY LANE Optional dashed strip Not remmended where a long rightturn - only lane or doule turn lanes exist *f space is availale Otherwise all delineation should e dropped a this point Ped. Crossing o LL LANE BKE C C -i rl : 'Sf" LANE BKE E <D PARKNG LANE BECOMES RGHT-TURN-ONLY LANE *f space is availale. Ped. Crossing 11' \ \ 1\ LANE BKE OPTONAL DOUBLE RGHT-TURN-ONLY LANE (N LOVELAND ONLY) Typical path of through icyclist Ped. Crossing + 1'.LANE BKE W l,!; E - l E \ \ \!! 1 LANE T T BKE *f space is availale. Drop ike lane; stripe where right turn only designated. RGHT LANE BECOMES RGHT-TURN-ONLY LANE BCYCLE LANE APPROACHNG VEHCLE RGHT TURN LANE LARMER COUNTY CONSTRUCTON REVSON NO: 1 DRAWNG DRAWNGS DATE: 5/1/13 141

10 -...,, rn ;a t;:j c:: t;:j - t-3 t:::j:j is:: rn t-3 n o t: t;:j c:: t-3 t: rn 2-3/4" 1/2" Length Varies y Street Name i 2-1 /2" Hwy B Series, Centered on Logo 6" Hwy B Series AMPL 1/2" 2-1/4" 2-3/4" 1/2" 8" n r.n. t: rn t:c:l t-3 t:cj...:::l - c::...--::1 Zn c;-:i t rn-....., 1/2" 1/2" NOTES: 3-3/4" 1" min. 2"max. 1" min. 2"max. 1/2" t: t:cj r.n. t;:j -.. C)l t: - c;-:i t-3 t-3 rn n 1. Street name must e 6" (min.) capital white letters, FHWA Series "B". 2. Prefix must e 2" letters, FHWA Series "B" and placed on the upper left. 3. Suffix must e 2" (min.) letters and lock numer must e 2" (min.) numers, FHWA Series "B". 4. Overall sign length dimension varies acrding to length of street name. 5. All sign lettering and green ackground material must e at least Diamond Grade sheeting per FHWA; No silk screened signs will e permitted. 6. Street numers shall always point to higher lock numer. 7. Aluminum sign lank shall e.1 thickness with 3/4" radius rners. 8. Loveland only, signalied intersection signs shall e 18" (min.) in height. 9. All street name signs shall e retroreflective. '

11 ... en s;: t,cj c::: t,cj - t-3 t:c rs:: en t-3 (j o t:::i t,cj c:::,_ Z '----< t < tc (j o C:::: t:::iz en --7 t-3..., ::ii! t:: - c::: Zn c;-:i t-3 - "-.} en- e t:::, rr. t,cj V... t-3 < - t,cj - Cl a t:: t:rj U1 -c..:, c..:, t:::i - NZ c;-:i W3-2A 3" X 3" t-3 t-3 en (j Rl-2 36" X 36" X 36" (Red on White) [ YELD AT ROUNDABOUT 24" X 18" See the FHWA Roundaout Guidelines for additional signing details. [ ] W16-7P 24" X 18" W1-8a 54" x 24" (min.) (Black on White) 15. P.H. W " X 18" White Lettering (12"x6") S N Blvd treet ame11 6" Ry (TYP) 1-1, Street Name Detail Sign Loveland Only 12" X 6" Green White, 1 '; W1-818" X 24" ONEWAY 12" *This street name sign should only e used on Uran Roundaouts, mounted directly to sign post with rivets and nylon washers; 4 each per installation. (Use 8" lank for Mini-Roundaouts2 R6-1 *This sign should only 54" x 18" e used on majorarger roundaouts. W2-6 3" X 3" (Black on Yellow)

12 ... 'CJ) i-3 g;j c:: t-rj - i-3 t:c a:: 'CJ) i-3 <""::i Z t:::i t-rj c:: Z i-3 t:::i --< 'CJ) U"l t::, t::, ROAD,, -,,,--,,--,,--,,--,,..-,-, :, :, :,..--,,,..--,,--,,--, 1 CLOSED ' er c c p c c c c,, c c c c, c,, 1/2 1/4 Gutter to gutter width of approach street 1/4 n t:::iz 'CJ) i-3 :::::i!l - c:: Zn Cj'.l i-3 'CJ) - t:::i t-rj i-3 < t-rj -'CJ) ' c..: c..: t:::i --'- - --'- w Cj'.l trj "1j t::, trj t::, trj t::, to n t::, trj U"l i-3 i-3 'CJ) n 8" to 12" (typ.) DETACHED OR SDEWALK DOES NOT END AT BARRCADE NOTES: 1. Rails shall e nominal lumer dimension. 2. Posts shall e 6" x 6" pressure treated, rot-resistant lumer. 3. Use 6" wide reflectoried orange stripes on reflectoried white ackground, front side only, paint ack and edges white. 4. Other options may e used as approved y Local Entity Engineer. These signs and arricades must e installed y the Developer at the end of all new streets that dead end on a temporary asis, and must e maintained y the Developer until the street is extended y future development. ATTACHED/ SDEWALK ENDS AT BARRCADE

13 3"Band 3"Band 1" Space 1" Space 3"Band 2-12" DA. COLORED DELNEATOR White on the Right Side of Traffic Yellow on the Left Side of Traffic Grade Closed end Post Anchor NOTES: DELNEATORS ARE ROUND w/ Yellow or White reflective material wrapped around with the SAME COLOR REFLECTVE MATERAL (BAND) as the post (YELLOW OR WHTE). The reflective material is wrapped all the way around the delineators so that they are visile from all directions. The numer of reflective ands on the delineator shall e three. F ANCHOR S LOCATED N AN SLAND OR PAVED MEDAN, A 4" DA. PVC SLEEVE SHALL BE EXTENDED THROUGH THE PAVEMENT FOR POST ANCHOR (STUB). LARMER COUNTY DELNEATOR DETAL (SAFE HT) CONSTRUCTON REVSON NO: 3 DRAWNG DRAWNGS DATE: 5/1/

14 LOVELAND ONLY WB-13"x3" / WB-1 3" X 3" W " x 18" A/ Spacing Width Varies / (See Details Below) 4' Yellow Strip (Latex Paint) Typ. Roadway <i. 2' 8' WB-1 3" x 3" WB-1 3" x 3" 8' 1' 8' W " X 18" / PLAN VEW Leading Edge of Speed Hump / 12' White Pavement Markings - 2' {--{--{---E f ----rfa _ 1 _ w _ 1 _ 12 _ 1 _ 1 _ 1 _ a.1.. 2<Y Roadway r.' ':'. 12' GRADUATED BAR DETAL NOTES: 1. Graduated ars, Chevron and "Bump" markings are centered in the travel lanes. 2. All pavement markings (except the centerline striping) are to e pre-formed thermoplastic (PREMARK y Flint Trading, or equal) CHEVRON DETAL SGN & PAVEMENT MARKNGS FOR SPEED TABLES LARMER COUNTY CONSTRUCTON REVSON NO: 2 DRAWNG DRAWNGS DATE: 5/1/

15 LOVELAND ONLY W11-23"X3" Detached Sidewalk W11-23"X3" W "x18" Spacing Width Varies / (See Detail Below) 4' Yellow Stripe (Latex Paint) Typ. 1' 2' 8' 8' W11-23"X3" "C/' W11-23"X3" W " X 18" -+-,C--.1'--4-- W1 6-7P 24" X 18" [Z] W11-2 3" X 3" PLAN VEW 1] W16-7P 24" X 18" Leading Edge of Speed Hump., - -f-e -( 2' 8', 1 O' 1. 12' -LO Roadway t 12' Travel GRADUATED BAR DETAL 2' t NOTES: 1. Graduated ars, Chevron and "PED XNG" markings are centered in the travel lanes. 2' 2. All pavement markings (except the centerline striping) are to e pre-formed thermoplastic (PREMARK y Flint Trading, or equal) {';. White Marngs ionoft CHEVRON DETAL SGN & PAVEMENT MARKNGS FOR RASED CROSSNGS LARMER COUNTY CONSTRUCTON REVSON NO: 3 DRAWNG DRAWNGS DATE: 5/1/

16 3'-7" 1'-8" 3' C\ #33248 #33247 #33149 LARMER COUNTY NEW FHWA ARROWS (ENLONGATED) CONSTRUCTON REVSON NO: 2 DRAWNG DRAWNGS DATE: 5/1/13 142

PUBLIC WORKS DEPARTMENT SIGN AND MARKING PROCEDURES AND GUIDELINES

PUBLIC WORKS DEPARTMENT SIGN AND MARKING PROCEDURES AND GUIDELINES 2015 FORWARD The Revised Code of Washington (RCW) 47.36, Traffic Control Devices, requires the Washington State Department of Transportation