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' ~ ~ 1 ~~ __ ,. ~, F ~ ~~ ~ - ar k ~v n -a~.. 2 ~,. ~ ~ ~„ r. .~ f "~ ~ f I _ ~. ... ~ a~/y r 1 ` 0 ~ I. •`~} F ~ _. ~,. '. i ~~ f~,. w, ~. m _..1 A ~ y~ ,~ e ~ e ~ ~~. .. a _. S ' + _ 1 1 ~ ~. U. r~°- € ~ D #. r t i ~ e ? ~. ' ,«' 9 ~ E l ~' t x ¢f" ~~ 4' ~ .gym rys t y "_ .. L t 1 ' J i ty ~ ~.. - ,., I .. ~ ~r ~ ~ 4 - S~ €((}} € ~ ~ Fs~ 'tA P-nkS r i . f s ¢( A i L ._3 ~%~ ~e.~" Cis' _. _. F~ ~t (~~ fem. /.~ .._ .. Fl ll d 1. ',., ! i j j ~~ ~( {a ~ _ i _ _ - . _ ~, ii y, ~; __ i_ !~ ~i i' ,;_ ~~ { ' i _ i. _ use ~ ~. l~Y. ~~ ate. ~A ~' ~~ and shall cszag ts4ll iteef y be dm ~Y it or ' PLANNING SERVICE TABLE I -Geometric Design ~ ool ~~ K ~ r~ Criteria Resideatiai Collertar ~rtenai ~ Gilley Urbaa~` Rur31. Rursi Minor lytajor Mi.aor Manor Major (uadiv) dlv) ' ' IZO' f g~WZ 2~' ~ 50' 70' 80' 60' 70' ~ 40 40 ' pavement Wldtli3 ZO' ~ 27' 24' 30' 38' 46'!52' 68' 58'/12' 92 Tr.~ffr Lanes 2 2 2 Z 2 3!4 5 d 5 ~ ~ Y,aae WidtB IO' I2' 12' 15' I1'!I3' ` t 1'!15'° 11'115'` 11'/IS'' 1I'/15 ~ Shoulder Wldth N!A N!A 2~'rs. 2(u)Z'ca NlA N1A N!A NIA: NIA Coatinuoas Two- noao none none none nuns permuted ' ~ ' none aona Way Lcft Tara Lane {12') {14 j 'Nidtb Median noao nano .none aoAC aonc nona noao 15' 18' ~ M.ia. Grade 0.6°fo 0.6% 0.6%a 0.6°!a 8.5°fo 0.6°/n 0.6°lb 0.6'10 O.S°•~ Maw Grade H°lo S°lo 6% 6~ls 6°l° 6°~`0 6°/6 6% 5°.~e Min. Ho~z Radius 200' 20a' 200• 400' 400' 850' .850' 850' 854' eonterline) Min. Taageaf 0' 0' 0' ~5' 100' I00' 100' 2S0' Z50' betgveea carves one boih both both both both Sadewallcs none one nena n side Deign Speed {mph)3 30 30 30 30 40 40 45 4S ~ Yolame R.,age 200- loo- 500- 1000- 5000- 10,000- 10,000- 20,000- Q00 45 (vehicae~ldav 1000 500 5000 5400 10,000 20.000 25.400 . I 8esideatial streeu may ba designated o., either "throw" or ~niernal" {gee definitions) 2 At inters~ciioas, ROW may be wider. 3 Pavement widt$ i~ measured frvae back of curb to back oi' curb. For pnvementa wits shauldera, the pavement width dose not include the shoaIder width. s Rider laQes required on outside lanes Daly S For "internal" residearial,ttrxts, Lhe design speed maybe re~3uocd. Tb~ may allow for a smalaer hoe~antsl rsdiua. ~id+~isar+r sigaage wiII be required by the developer. 3. Names of Streets a Names of netiv :public. ar grivaze streets within the Bravos Courtly 4II district shall noz duplicate or cause confusion with e.~isting strews. Street e:ctertsivns shall use the existing str~°.' names. b. The City of the subdivider's expense shall install street signs. i" Standards for placement of signs and street naming and addressing canviceltions snail be is accordance with the City`s Addressing/StreetNambering Handbook 10/09/97 16:~~ $~09 361 3759 B. ~ilieys 1. Alle4~s shall gene:~lly be parallel to the street and shall be designed in accordance with Table I in. Sec ZS-lO. ~-.3 II AElac &. Arthur AnAeirs~n pr~9ent "ECONOMIC IMPACT ANAL.YSiS IIC A METHOD FOR MEASURING ECONOMIC IMPACTS" I! you've suer had to enswor qussttvns Itkv this... ~ What ate th® costa of bringing this company to the community? st Why should the statelregion support this project, and whet era file economic effects? s'r What's the carrectamount of incentives to offer rel3tcd to the economic impact this prQJect will have? ,..then tht6 course wilt give you the answersF DURINC3 THE COURSE, YOU WILL (EARN; '~ ~ The wry crf economic Impact analysis ~ I{ey methodolosttels For measuring impacts ~ How t0 oraar~$ key local data on your region and maintain a database. of crucial facts s'r How to,,rtt-miza forlocal conditions ~ How to Jntert;~re and explain the results cf an economic Impact analysis to community leaders in a public setting ~ The Issues confronting other participants in dealing with etunvmic impact analysis ~r Now to determine which Companies make sense for your community and avoid needless givoaways YOU'LL LEAVE: THE CUURSE WITH THE FO~.LOWING: _____~I / A I~ led ecaurse y~orkbook, including a review of the basic theory of economic impact analysis and case studies that use the software to calculate economic impacts / A licensed copy of the Andersen INSlt3HT software program to use within your organization as a tramewark/templata for impact analysis in your area / An INSIGHT ~Lalntnsf manual. and technics! anpendtx that ext®nsively documents now to use eachcorrponent of the software ./ $tea-bv•steo p~oc~Cll~r619 artd a Dopy of the local data tern lateyou'll need to develop and maintalrr ~3 dateDase of local demographic and fiscal information in your communityy 1 The RIMS II ~es~lenal input-output modclinsf svstama} multipliers far your home state for calculating thE~ indirGCt impacts from projects / The to necessary to address a wide range of economic impact issues in your comniunlty, region, or ate! ~ The obit t to ~emone to regional' and state authorities. that a project makl3s Sense and merits their su,dport 1 The at~illtr to accelerate the rocs! decislen-making propose and provide specific anew®rs to key community qucstiarta ~O°d 0662 969 :.fi8 IOFIr100 r13R~h1003 FIki0I213Wki Wd 8t°-9O ~6-60-100 Z88 30 T8® abed r{sy ~g fiaat3 96~£ ~9Z 686 c- X>?d EtA Z~:T~:t6 Z66T 8Z ~~0 From: BVCA Plan Room To: Natalie Thomas Date: 10/10197 Time: 02:46:11 Page 4 of 4 CALENDAlZ CONTINUED DATE/TIME PROJECT ARCHITECT/ ADDENDUM ENGINEER 21/10:00 A.Ni. PRF,-RT17 CnNFFRF.NCF, nN THF. T,ANnS('APTN('T, TRRT(',ATTnN, EARTHWORK PRn.TF.CT FnR WASHINGTON-ON-THE-BRAZOS STATE HISTORICAL PARK WILL BE HELD AT THE PROJECT SITE, FM ROAD 1155, WASHINGTON CO., TX. 23(2:UO P.M. Cluist United Methodist Church Sll'1' Architects, lnc. 3 College Station; TX IIouston, TX 23/2:00 P.M. Subcontractor/Supplier Bids on Bryan High School, Bryan; Construction Ivianager: TX on the following trades: Div. 07 Multiple Trades, Gilbane Building Co. Hollow Metal & Windows; Ulass ~ Ulazing; llrywall, Houston (713/651-1873) Faint & Wall Covering, Acoustical Ceilings. Vinyl *MUST BIl FRl;-QUALIP'ICD* Flooring ~~ Ciirpeting. 28/'2:00 P.M. Kyle Field North End Zone Expansion, TA1vN Project No. LAN, Ina 1 1-'784, Phase lll, Collcgc Station, '1'X Houston, '1.X 28/2:00 P.M. L~+rge Animal Hospital Field Services Carport, TAMf_T TAMf_T Physical Plant. Project No. 970187, College Station, TX College Station, TX ~8/3:U0 I'.M. iluddcr'1'owcr 6th & nth 1''loors: Abate ACM, '1'AMU '1'AMU Physical Plant FrojectNo. 971521; College Station; TX College Station, TX 30/1:30 P.M, Plant Additions & Improvements for the Alabama- ARF Architects Coushatta Indian Tribe; Livingston, TX Lufkin, TX 30/2:00 F.M. Child Care Center; TAMU Froject No. 1-2794; College Fatterson Architects Station, T1 Bryan, TX 30/2:00 P.M. Colony Apartments, Renovations & Upgrading, 1998, Sam SHSU Physical Plant 1 Houston State Univ., Huntsville, '1?S Huntsville, '1~Y 3Q/2:00 P.M. Landscaping, IrrigatiUn, Earthwork, \h/ashinglon-on-the- Texas Parks ~ `,Uildlife Brazos State Historical Park, Washington Co., TX Austin, TX NOVEMBER 13/2:00 P.M. TTI Research Building, Research Park; TAMCT Project No. Brooks/Collier 10-2792, College Station, TX Houston, TX PLANS MAY BE PICKED UP AFTER x:15 P.M., AND MUST BE RETURNED BY lU:UU A.M. THE FOLLOWING WORKDAY! .PLANS MAY BE DROPPED OFF AFTER HOURS 1N :OUR DROP BOX. PLANS MUST BE RESERVED FOR CHECK OUT ON A FIRST COME FIRST SERVE BASIS. ~ C/ ~ ~ t a.: ~I ~ ,~~ ... ~ '~, -~, ~4y , ~~' V 1 ~ f, _ .fir, i ~ ~, ~ ~~ rps ~ ~ 9 ~~lE ~ V~ 'J ~ ~ ` !~~ ` ~~ -. r~~ C'`4 W-4 ~ -n ~ -I ~ 17 rn 'v c~ c~ ' v w r m -n -~ '~ ~« 70 _ ~ ~ c~ ~ o ~ ~ ~ ° D ~ ~ m ~ ~ , ~ . .. rn ~-. ~ ~ m . m (~ c C~ v 3 n ~ W a rn a'. ~ m c ~' (n O v, ~ ~ v ~ ~ ~p i ~ n ~ ~ p ~ ~ ~ <' fp ~ m o ~ ~ s < c ~ ~ °: ~ ~ ~ ~ r« c vim, ~ w : ~ ~ ~ ~' ~ ~ N ~ ~ ~ a~ . °o ~ ~ a ~ ~ = m ,.~ ~ n r ~ ~ ~ U ~ CJi ... ~" (Q CO (/) tn f/) C7 cn C7 r r (J) ~ r cn cn c (n r r ~ n ~ -1 C ~ ~ ~ ~ v ~ cWO n ?'~ ~ n~i t~ tfl ~ rfl ~ o a b9 fYl ffl f!l ffl ~ fi9 °o °o H " ~ O W N W O :P O ~ N N ~ Uti W O ~T O CO ' * ~ tC O to W W ~I O O ~ v Cn Oo Cn O V O O cn N ~ o w w o o cry v+ o ~ o o m o a A c ~ ~ O ~A O ~ W O v ~ ~ ~ N Cn C)~ O O N CO (Ti O O ~ ~ W W ~ V O N O O V ~ N {fl ~ ff) fig ffl ffl ffl b9 fi9 {~ C p1 CD p W W ~ ~ ~ CW7'i ~ ~ 0~0 ~I ~ W ~ ~ N ~ CO N v ^J ~ O Ut ~. tip ~ CT ~ + 00 01 OD C7~ ~P IV cO O O ' ~I V .p ~ N ~ V V O O OD N W O OD O W O ,O O O N ? 00 ? ~ ~ W O O V N ~ O O ~I O 'O A c w ~ ~ as N N C N v ~ V ~ W _a W ~ W ~rt G ~ ~ -~ N -- O O •A N c 0 (n --` W O t O V i U N i U -P -~ N T C ~I ' ~D O N ~ &9 ffl ffl ffl W EA fi3 ~ ~ ~ v ~ ffl ~~I ffl W O W OD W OD -~ ~ ~ ct+ ~ V W V ~ O ~ V W ~ c0 t0 .A Ui V O CJ7 ~P t0 O G~ ~ ~ ~ 00 N CO IV Ct~ O O ~I -* O ~P ~ N' ~ V V O O W N W V O ' O CO O O -~ c co ? ao ~ O ~P W' O O N N ~ W ~ O tO O '.,O A ~ V ¢1 O cc ~ N N .~ ~ ~ r i. 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A ~ c N ~ O O ~ U~ O ~ ~ W t0 ~ O '~ Q -~ W N W ~ W U~ ~ w . ~D _ W GO O -~ a W O ~I O '~I O ~ -+ Q ~ ~ ~ ~ ~ ~ _ ~ W h ? _ ~ v _ N o v ~ H°l ffl H~ EA o O W W W 00 ~ N .A O ~ ~1 O W O v W ~ Cn O '' CrJ (n GJ ~~I CO ~ IV ' 00 ~ ~ ~ OD ~ O O IV O W OD ~I W 0 0 00 S O O N O O O (T o N O O ~ O O O W W Ui t3t 0 0 0 i a 7 `s D t n y N 0 'O " J DMr°m°n+ \A/i~++h +. °cn ~ r ef ~7 f ~~ feef- -~L6 feef a6 feed "~ f°°+ ~ ~ e nA°ai n n~ n,,.,e ~'~eef t#eef- 1 -~-#o~ ~ n rr .+° poi - 4oi 4°le s ~%-- ~-°,~Q ~ - AA v P`r rlc AO/ 6 AO/ 4 0~ o 4 9 A A0~ e A ~YO ~ ....~~aa~. - 11Ainimnrr~ Dn`+i, re f n+-r'i^° AAA fe . - -~99 feef ~ 6AA feef . Q, ~9A-feef ---SAA-#eef e Ge ~ /'„^ ef 5~# 7a #eef- CAB-feef- TAA-fee+ Inn f°°+ -; ; e s ' °,~r 14c /Coo C°r++i nn. Q-11A fnr rnnn ir°mnn+rl i ii) Bike Lanes The bike lane is located within the vehicular roadway in the outside lane and is intended for the exclusive use of bicycles. Bike lanes in the City of College Station must be developed as one-way facilities and carry traffic in the same direction as adjacent motor vehicle traffic. Two-way bike lanes are not permitted because: (1) They require unconventional turns at intersections. (2) They are conducive for bicyclists having to go the "wrong way" and to weave across traffic to bike in the proper lane. (3) They require that bicyclists travel in a direction opposite the adjacent auto lane. Typical bike lane design and layout is illustrated. in Figure 2. A one-way bike lane against the curb requires a minimum of 5 feet measured .from. the edge of pavement, not including the gutter.- or a minimum of 6 7 feet ..measured from the hack of curb: The bike lane shall be delineated by a continuous painted stripe. The diamond .preferential lane symbol {as designated in MUTCD) shall be located immediately after each intersection to inform motorists turning of the .restricted nature of the lane. At intersections, bicyclists.proceeding straight and motorists turning right must cross paths. Striping and signing configurations .which encourage these crossings in advance of the intersection, in a merging fashion, shall be .preferred to those that force the crossing in the immediate vicinity of the intersection:. Typical treatment of bike lanes at intersections is illustrated in Figures 3 and 4. Adequate pavement surface, bicycles safe grate inlets, safe railroad crossings, and traffic signals responsive to the bicyclist shall be provided on roadways where bike lanes are designated, Raised pavement markings -and raised barriers can cause steering difficulties for bicyclists. and should not be used to delineate bike lanes. FIGURE 2 TYPICAL BICYCLE LANE CROSS' SECTIONS (q ca~.e sb..t wifhoat t~rn9 .~. 7 T777"'~"9~~CPP«'rc c c c t 5! 5 C~~~ <~'~ z~~` 7'• Motor Vehkla ln~es ~ ,^! ~~ .BIKE LANE ERNE (B) Shwf or Htyhway Nltttaul Curb or Gutter < SNouldor S' Motor Whtdo Lams 5• ShoulMr M1 ~~~ BIKE ~E - LANE J ~~ 'I ~I SECTION 12: RURAL RESIDENTIAL SUBDIVISION REGULATIONS 12-1.11 Geometric and Pavement Standards Streets within rural residential subdivisions may be constructed. to a rural section, wh includes. roadside ditches in lieu of curb and gutter. stree~sestieq- Refer to Table 1 in 8-G.10 for additional. standards. RURAL STREET STANDARDS r,..__~ o....~~ Qc~~:e~lnn~i~ n~nr C~rnn~ n s ~ l C+rnn+ p,,,, .. ~ D ~iemen~ 1 CF~~+~ ~Irler \A/irl+ .. . ~--a-r~~-rtcnr-~--vr-rv crra /rv~c"•.~~ ~rerl .~~ chn~ JrJor crlne 7~1~ ~7-7-cc~t ~\ y ,,A C/ ~ i 6ti-FCCt ~. P-nv........~.~....... ..~..-._ --'v- -i ~.wcrYlCn+\A/irl+h.. Ihcfi~>ocn orinec of nwcmon tl ~~ tm.,...~,~...~...y.~_ _. ~~. _..._. Tr•+fFir I •+ncc -- _~ itli~l~fY ~e ~e iW~~iE~tQ~ ~nim~ ~w, pr. rJi~ rc ~cn+orlinc 7^~ q.~Q~ Stabilized Subgrade~ 6" Y~-'t~t 6" Base~a 6" 7» HMAC~ 1-1/2" 1-1/2" I ~watles~ #e~e-~e~ ~e~e-~4'~ I 12-1.12 Standard Details and Specifications Refer to the City of College Station Street Specifications for the standard pavement cross- section detail and. specifications regarding all pavement materials. 12-.1.13 Street. Names New streets shall not only be named so as to provide continuity of existing streets, but shall be named to prevent conflict with identical or similar names. in other parts of the City. New streets shall not be Warned after any living person. i ~ Refer to the City of College Station Street Specifications for additional details on these items. ~~ See footnote #2. ~4 See footnote #2. s ,: N That if any provision of this section of -this ordinance shall be held to be void or unconstitutional, such holding shall in no way effect the validity of the remaining provisions or sections of this ordinance, which shall remain in full force and effect. N That any person, firm, or corporation violating any of the provisions. of this chapter shall be deemed guilty of a misdemeanor,. and upon conviction thereof shall be punishable by a fine of not less that Twenty five Dollars ($25.00) .nor more #han Five Hundred Dollars ($500.00). Each day such violation shall continue of be permitted to continue, .shall be deemed a separate offense. Said ordinance,.. being a penal ordinances, becomes effective ten (10) days after its publication in the. newspaper,: as provided by section 35 of the Charter of the City of College Station. PASSED, APPROVED AND ADOPTED this the day of , 4997. APPROVED: LYNN McILHANEY, Mayor ATTEST: CONNIE HOOKS, City Secretary P&Z, Page 2 The new street design criteria and cross-sections. provide .alternative. layouts for collector and arterial streets which are all "bike friendly". The design for the minor collector street .includes two lanes and allows either parking or bike lanes on the sides. The two layouts for a major collector street will allow for either a four lane section or two lane section with a center turn lane and bike lanes. Three different designs are provided for a minor arterial street. Two of these layouts include 4 lanes with a raised center median .while a third includes 4 lanes with a center turn lane. The design for a major arterial street includes 6 lanes with a raised center median. This is the design being used for the current widening of Texas Avenue. The right=of-way and pavement. width of a residential street has not changed. The new street design criteria is a combination of .the :recommendations. of the City's Thoroughfare Plan consultants and the recommendations of a community-wide focus. group which was assembled to develop, among many other things, common street design standards to be used by both the cities of Bryan and .College :Station. This focus group included staff members from both cities as well as local- engineers, developers and contractors. The. City of Bryan will adopt the same street design criteria in the near future. B/q(~~'OIV-ASCHMAIV ~ Sl~~° A PARSONS TRANSPORTATION GROUP COMPANY 5485 Belt Line Road. Suite 199 ^ Dallas.Texas '6240 USA • (2tal 991-1900 Fax 12141 _390-9261 f E v`-Z/ l~-c ^ y. ~ 7b /~c7~t MEMORANDUM To: Rod Kelly From: Eddie Haas Date: December 5, 1995 Re: Preliminary Functional Street Classification Design Standards for College Station PURPOSE The purpose of this memorandum. is to recommend a preliminary set of functional street classification design standards for the proposed Thoroughfare Plan for College Station. These recommendations. are based on review of functional standards of several Texas communities, ITE recommended standards and published literature. BACKGROUN® College Station's functional classification consists of 5 categories; 1) residential, 2) collector, 3) arterial, 4) parkway and 51 commercial. No sub-classes have been established per se for collector or arterial status roadways in the design criteria however, the College Station Thoroughfare and Transportation Improvement Plan identifies major and minor arterial class roadways. A review and comparison of College Station's design criteria to other standards reveal that residential, minor collector, major collector and minor arterial classes are developed. No design standard exists for major arteriaF class roadways. Table 1 lists the comparison of roadway classes between College Station and the major roadway classes. PARSONS ,. Sirn,~.Qdi G-~ J o,%rle.~ ax~ ~~ :>C L,kr /Q,,~,t.,~ ~-.u..~4', .e ~ FUNCTIONAL DESIGN CRITERIA /~`'~" ~j 'I ~-~~~~~'~~- A preliminary set of functional design criteria has been developed based on established standards form other Texas communities, ITE recommended standards and published literature. It is recommended that a standard be developed for the major arterial classification. -Table 2 describes the preliminary design criteria for each major roadway classification and Figure 1 illustrates the cross-secti®ns for each class. c I- f^~ a ~~ -7 e~ s "~k 'Q~es ~df s Table 2 / ~ .~~as~ ~u~`e ~ o~~ r 1 :~ r, a :rr. ~ Preliminary runcuona~ Criteria ~uCr:. ~C~~y Residential ~~ ~~~«~~~ Minor Collector Major Collector Minor Arterial lundividedl Minor Arterial (divided) Major Arterial (dividedl ROW 50' f0' 70' 80' 80` 120' Pavement Width 27' 38' 44' 48' 60' 90' Traffic Lanes 2 2 4 4 4 6 Lane Width 12' 11' 12 12' 12 12' Parking L-eFles~ 1 2@8' none none none none Median none none none none _ 16' 16' Min.. Grade .4% .4% .4% .4% .4% .4% Max. Grade 13% 6% 6% fi% 6% 6% Min. Horz. Radius (center line) 250'-300' 400° 500° 850' 850' 1050' Min. Tangent between curves 50° 100' 10®' 100' 100' 250' Sidewalks both both .both both both both Design Speed (mph) 25 - 30 30 35 40 40 45 8; ke ra.Ke.s RoNL ull'c.1f y ~ P~«~~,ft<.Q h o~tc . , / requ~rC ®n ~---- 2 (x` Table 1 Functional Class Comparison .Functional Class College Station Class Residential Residential .Minor Collector Collector Major Collector Arterial, Collector Minor Arterial Parkway Major Arterial -- none -- y- 120` R.O.W. MAJOR ARTERIAL 2` 12` , 2` 18` 12` 12' , 2' , 36` 16' 16` 3g' 16` a0` R.O.W. MINOR .ARTERIAL i ,2' 12' 1 ,s` , 12' ,2` ,__~ I g~ 64' ~ s X ~ ~ G O I I ~ , 1 2 ` 12' 12' 12' , 16' 4 8' ~ g' 70' R.O.W. s 3 d MAJOR COLLECTOR ~ 12. 12. ,2d 1r ~~ 4a` 1 t• g0' R.O.W. i i ~° MINOR COLLECTOR ~ ~ ~ a' ,,• 1 ~• a• , ~ 1 ~,~ 38` 11' 60' R.O:W: s i d RESIDENTIAL ~ ~ ~ j .~ 1 1.6' 2 T' 11.6' Figure ~ , PRELIMINARY CROSS-SECTIONS e~fRTON-~sct+fNwN Thoroughfare Plan ssaocfi-T~a. ANC. a ~ .~.,....~...~. ~ .College Station. Texas 'y' • FIGURE 1 .BIKE ROUTE/B'ICYCLE COMPATIBLE STREET Lane Una Lane~Una /( o 16' Minimum. For Collector and Arterial Streets ~ ~~~~~~~~~"~J%i. __. T 441n. (stay be reduced in non- pedesirlan areas) 2' uin F(GURE 1 BIKE ROUTE/B'ICYCLE COMPATIBLE STREET Lane Une LaneaUne J( o _. -- _. 16' Minimum For Collector ~ and Arterial Streets ~ 7' Id(n. (Kay be reduced (n non- pedeslrlan areas) 2' ~lln RURAL COLLECTOR:. so' 23' 34' 23` 3 2' 15' 15' 2' 3 o THRU ~, ~ ~ ~..,~ ,~ ~ THRU y~I^ ~ d OPEN DITCH <7PEN DITCH 4d SLOPE 4d SLOPE MaxlmuM Maximum MINOR COLLECTOR 60' i I 11, 38~ 11' i 8' Il' 11' 8' 3 3 d {j THRU Q a ~ 1 ~ THRU ~ SIDEWALK SIDEWALK ^R i 60' 11' 38' 11' 3 T 12' 12' T ! 3 o BIKE THRU H u BIKE o ~, T SIDEWALK SIDEWALK MAJOR COLLECTOR ~o, 8' S4' 8' 16' 11' 11' 16' ~ 3 THRU THRU Q, Q ° ~ ~ ~i THRU THRU SIDEWALK SIDEWALK ^R ~o' 11° 48' il' _ 3 T 11' 12' 11' T d BIKE THRU C2WLT Q BIKE ~ THRU SIDEWALK i SIDEWALK STANDARD STREET CROSS-SECTIONS Cities of Bryan & College Station,. Texas ALLEY 24' 2' 20' 2' 3 ~ 10' 10' 3 o THRU Q o ~ I ~ THRU ~ RESIDENTIAL ~ 50' _ ~ 11.5' 2T 11.5' , 3 13.5' 13.5'. ~ 3 THRU Q d o ~ ~ THRU ~ i SIDEWALK SIDEWALK CRequlred on one side only) RURAL RESIDENTIAL ~o' 21' 28' 21' 3 2' 12' 12, 2• 3 o THRU Q c ~ R ~ THRU.. ~ ~ OPEN DITCH OPEN DITCH 4d SLOPE 4d SLOPE Mnxir~u~ Maxirouro STANDARD STREET CROSS.-SECTIONS Cities of Bryan & College Station, .Texas MINOR. ARTERIAL 90' 70, 10' 2T, 16' 2T 10' 3 16' 11' 11' 16' 3 o THRU THRU Q, Q. ° ~ ~ ~' THRU .THRU- ~ SIDEWALK SIDEWALK ^R 90' 74. 8' 29' 16' 29' 8' 3 T _ll' 1P 11' 11' T 3 ~ BIKE THRU THRU Q BIKE Q ° ~ ~ ~' THRU THRU ~ SIDEWALK SIDEWALK ^R 90' ip' 70' 10' 3 16' 11' i6' 11' 16' 3 o THRU. THRU C2WLT ,~ ~ ~ ~ ~' ~ THRU. .. THRU d SIDEWALK SIDEWALK MAJOR ARTERIAL i2o' 94~ 13' 38' 18' 38' 13' 3 16' ' 11° 11' 11' 11' 16' A o THRU THRU THRU Q Q Q ~ THRU. THRU.. THRU E SIDEWALK SIDEWALK STANDARD .STREET CROSS-SECTIONS Cities of Bryan & College Station, Texas FIGURE 2 jl TYPICAL B1CYClE LANE CROSS SECTIONS.. t g i ~~.- (/U Carbsd SM~t Wlflauf Pakh9 ~ ~; ~ ~. . ~' ~. o>. >,T7777f~'ri'c000 Crc cErtc cce n l5. ~ I T'~i~, uaror v.ntd. t,on.s (~ ~. (~ t~ c~ ~ (B) Strout x H(yhMwy MfHhoW Curb rK Gvlfrrr x rs Shauldrr `( n) Notar vntN. tams (~) Shoule.r t~ I _ ~ t~ i 9-22 Rev. 1 /97 FIGURE 1 BIKE ROUTE/B'ICYCLE COMPATIBLE STREET lane Una. LcnaoUna o 1 ( T 4ttn. (-lay be . 1 ` reduced in non- padeslrfon aroas) 2' -(fn 16' Minimum For Collector ~® and Arterial Streets. ~ ~~~~ MEMORANDUM TO : Planning Staff Elrey Ash:, Director of E&IJS ~ Jim Callaway, Asst. Director of_E&DS Kent Laza, City Engineer Veronica: Morgan, Asst. City Engineer Steve Homeyer, Project Engineer ortation Planner ns Ed Ha d T FROM - p , ra r : DATE : November 21, 1995 RE : CS Street Classes and Design Requirements Attached find information .forwarded to me from our .Thoroughfare Plan. consultants regarding the City's functional street classifications and their design standards.. As part of their work, they are required to compare our street classes and design standards to those of other .comparable Texas cities and then recommend any. changes they see fit. it appears :likely that they'll. be recommending an additional street class to our T-fare plan. Upon review of the attached info, you'll find that College Station has .four street classes while most others .have at least five. These include residential/local, minor collector, .major collector, minor arterial, and major arterial. From a design standpoint our four street classes, for the .most part, correspond with everyone .else's in the following manner; CS Residential- Same. CS Collector - Minor Collector CS Minor Arterial - Major Collector CS Major Arterial - Minor Arterial Note that we're lacking a street having the. design requirements for what the other communities consider their major arterial. 'Generally, its a street. having 100-120'. of ROW, about. a 72' paved section and a raised median. Please review this information and forward .any comments you may have to me by Friday, December 1st, Jane, Jim, and Elrey each of your should probably review it before we go to Dallas next Wednesday (ok...you-can look at it in the car on the way). °"uiiding a fetter City in Partnership with .You" 11/16/95 16:59 $21~ X90'9261 BARYON ASCHMAN 17j002/01~ BARTOIV-ASCHMAN A PARSONS TRANSPORTATION CROUP COMPANY fi485 Beit Une Ro2U, 5uho t 99 • Dail:,.,Texas• 752A0 USA • 12141 ~j~t•i9D0 faR (21d} 490.9281 MEMORANDUM TO: Ed Hazd, AiCF City of College Station FROM:. Barton-Aschman Associates, Inc, DATE: November 1b, 1995 RE: Functional Street Classification PU'12POSE The purpose of this memorandum is to develop a set of functional classification standards for the College Station Comprehensive Thoroughfare Plan effort. As a basis, the concept of functional street classification and hierarchy. of movement is discussed followed by a review of the College Station street functional classifications standards and the corresponding design requirements. The College Station criteria was compared to design standards from other Texas communities. which included Addison, Plano, Carrollton, McKinney,. Dallas and San Angelo. FUNCTIONAL CLASSIFICATYON SXSTEM The Thoroughfare Plan for the City ofCollege Station is based_on a system of functionally classified roadways. These t-unctional classifications aze intended to reflect the role or function of each roadway within the overall thoroughfare system. The functional classifications describe each roadways function and reflected set of characteristics to all roadways within each classification. T'unctians range from regional mobility for through traflYc and major traffic flows to providing access to specif c properties.. Characteristics unique to each classification include degree of continuity, general capacity, and traffic control. ~ PAR50N5 11/16/95 16:59 $214 490 9261 $ARTON ASCH&fAN 1~j00~/011 Roadways within a community can be divided into fotu general classifications. These include: Fre~wavs- High capacity facilities,with acontrolled access and intended to carry high volumes of longer distance trips. A high capacity regional supplement to the arterial system. Artcria eet - Those streets which aze used to move large volumes of through traffic at relatively high speeds throughout the community. Arterial streets are more or less continuous throughout the community and their. primary. function is to provide movemenzt. Property access is a low priority function.: , Collector Streets- Those streets which are used to carry moderate amounts of trafrc and providE limited access to adjacent.. properties. Their function is to collect and distribute traffic to and from arterial and local streets. Local Streets- Those streets which are.. used for low. volume, low speed traffic .movements. -Their function is to primarily provide direct access to adjacent properties. Functional classifications of streets provides for the circulation of traffic in a hierarchy of movement from one classification to the next. From eaclz classification,. there is a recommended set o!' operatioaia3. design criteria. Figure 1 illustrates the relative roles of each classification to achieve its intended function. It is important to note chat the street classification, according to movement and access, is a continuLUZi from restricted access to complete access control and there are no specific boundaries separating the functional classes. Table 1 describes the general characteristics of the functional classification system. These characteristics should be considered iii the adoption of design standards for roadways in the Comprehensive Plana The arterial classifications contained here include major arterial and minor arterial streets. The collector classification includes major collector and minor collector roadways. College Station Cornpreher+sive Plan Functtonal Street Classification 6arcota-riscF~man Associates, lnc. pa~~ 2 11!16/95 16:.59 $214 490 9261 BARYON ASCHMAN Fi~uire 1 ~ oo4io14 ~ ompla[e Recess wntro IIRIe l•eolt~ffic ALLMOUEMENT ~, t , „ • e i , ~ [ ~ s R r ,iu''' • ~{ 17. I t r1~; . • • I ~ ~ rt . I ACCESS v.: .~,.:;; , ~ , a;l r , ~ •" I ~-r" ' °" • ~i ~ i~ ? ~i r ~ FUNCTION ' i 7~;.~;,. i ; $ j ir > I , • } • 1 ', i l"•;~ I i '•~ L•~i,,,l• r y ll. . , t.. •: I i ~ I ~• ~ l • ;o . , ,rr li i r LL ~ u" u{ r • y ! ~ r e i I' ,.. ail:"''• • i I : •i nab ~d.k~aaa.'., rw.m.~iy ~ ~ ~ f • ' ~ j ~ ~ ; • r . ., . . Ls., i 'I : ,I,, a;;!;: _;i',' ''"„f MOVEMENT ` ''~~ c :'f ,,. ',i~: .,,.; ;; !'+' ~ :~ FUNCTION ~• ~~~ , ; . ; ' 0e ~ pr'" 1; ~',h •s'r•' 1 ~ . .'~ ~ ;' i~ t i :'I,• No[hroc9httati'fie, , o!F ~: ''';~~til[f ~lr1.•'::r ~ c"~~~~'.j +i'ii"'ni~ir:9.{'~..•)t:i;,~!I. ;`,•!;' unlnS'tri4lld aEEBSS• ~'d::•PoY'!1 i~,. `ii :7:1~;'y~Rd',. ;h;l r':• i".•i'~~~~;'i~.':i! ~';`... .•'Si.• "•li • ~~',i. 1.. .. ~. •iNi; tc ~,'{f'.;I''+%7y1:::~;.'•~ 17. ~~~yN:~~Ai:•+~!al•L i1i •i ~ -h~ 6:.°. ALL ACCE95 ' ' ' ' 'EXPRESSWAY ARTERIAL COLLECTOR Lpl:llL CUL DE SAC DESIGN STANDARDS Co11e~e Station's existing design requirements for functional street classification designations were compared to other communities in Texas to determine if any deficiencies exist within the design requ.rements. Communities in which College Station design criteria was compared to include: Addison, Plano, Carrollton, McKinney, Dallas and San Angelo, Texas. Other publications by the Institute of Transportation of L• ngineers atzd the Urban Land Institute were also reviewed. Tables 2-6 list a comparison of the standards for each functional classif cation category. A graphic illustration depicting roadway.cross sections are shown in Figures 2-7. College Station Comprehensive Plan Functional Sheet Classification Barton-aschman associates, lnc. Prege 3 11/16/95 17:00 $214 490 9261 BARTON`ASCHMAN C~j 006/014 Table 2 ....~....,~.~ •rr~ -- - Regidentlal Criteria Coll Stst. Addigoo Plano Carrollton Mcifinncy Dallas 1TlE (1) 1TE (:) Strts. (3) ROW 50' S0" 50' S0' S0° S0' 60' - 41 ° Pavement Width 2TFF 27' 2T 30' 27'bb 2b' 29'bb - 24' TraByc Lanes. 1, 2, z' 2, 2° 2' Na - 1' Lane Width 11' t2 NA 12' I3 13' NA 11' 10' Parking i` ; 1Q,$' Permitted 1 side Permited Petmiacd Permitted Permitxd' i 1" width Both Median NA NA NA NA NA NA Na NA NA Min.`Grade .4% Rcf w Dallas - .8°!0 .4°/a .3%.4% - .35n/o-.5% : ,35%,5% Max, Grade. b%u Ref to Dallas - 10% l0% 10% - S°!o-9% 8% iMin, Hart. Radlus 200' 380' 250' 250'-350' l50' 150'. 175' 300' (p7} 100'-L50' (center line}. Min. Tangent 50' - 50' 50'-100' - - 90' (p10) btwn curves Sidewalks Both Both Both Both Beth Both '' Both Both -csign Speed - 30' 30' 30' ' 30' 30' 25' 25' 20' ti.~ ... -y......-.. _._ ~.- --- -•. ._... (2) l3uideliee9 for U~hen Major Stteot Dealgn, li'E Technical Comt°Ietee S.i {3) Residential Saeeu by ASCE, 1QAFID and LTLI; 199. Table 3 Roadway Type: Mmor collector Coll San Residential Criteria Stat. Addt5ori PIanO CarrDllton McKinney. Dallas Angelo 1TE (1) 1'fE {:} Strts. {3) ROW 60' 60' 60' 60' 60' 60' 60 &5' - 56' Pavement Width 38'FF 36'FF 36' 36'FF _36'FF 40'FF ' 40' 3T 36' 7tafific Lanes 2' 2' Z' 2' 3' 2' 2 2' 2' Lane Width - 1Z' 10' ]0' 12' IZ' 12 l0' 1l'-12' 10' Pt7rking 2' limited 2(~8' 2i~u 8' !'invited 2QS' 1 or 2 Permitted - 2Q8' Median None None None Nonc None None None None - Min_ Grade .4%° Rcf to Dallas - .8% ,4°/a .3°/v.4°h - .35°fo-.5~/n' .35%.5% Max. 'Grade 4°1° Ref to Dallas _ $% 1 Q% 6% - - 7%8°i6 7°/al b% Min:. Horz: Radius {center line) 400' 500' 450' 350'-440' ' 300' 440'.- 590' 350' 450' (p7) 300"-500' Min. Tangent 50' from _ t Ofl' btwn curves. 75' intcrscction 100' - - (p l0) - $IdewallfS - Bl?tl1 Botlt Bot)l BOth 136117 BOth BDI)1 - BDth Design Spcsd - 35' 34' 30' 30'-35' 30'-35' 30' 35' 30'-35' ...,sae nu nn eve o°manC reverart oep ° (~) Guidelines Eo[ Utbnn Major Sueet Ddign, ITE Technical Cemmittce 3.3 (3) Res{den~3a1'S¢eeu by A5CS, NAHB nad t111; 1990. 11/16/95. 17:00 $214 490 9261 BARYON"ASCHMAN 1~J007/014 Table 4 Roadway Type. Major Collector )' runnpoMt~on an n w° opmant tower an o°p e (.) Guldeliaae for Utben Major 5uoet Drsi~n, fifi Taehniea[ Committ°a 5-5 t3) keeidendot Stmss by ASCt;, NAfiB and Ul,l: 190: ?able 5 Roadway Type: Minor Arterial Crlterla Coll Stat. Addison Piano Carrolltoe McKinnty Dallas San Angelo 1TE (1) 1TE (2) Residential Strta. (3} ROW -?- 64'-68' 65' 7Q' 80' 64' 80' 80' NA Pavtanen[ Width 46' 44'-48' 44° 44' 44' 44' 448' 44' - NA Traffic Lanes 2' 4' 4' 4• 4' 4' 4' 4' - NA Lane Width 15' 11'-12' 11' 11' I1' 11' 11-12' t 1' l2' NA 1?saking Both Isonc None None limited Nonc Limiecd None - NA Median 2" None None Nonc Nonc NA 12-16' NA " NA Min. Glade :4% Ref to Dallas - .8% .4% .3%.4%° - .3i%•.5%' NA Max. Grade 4°/a Ref to Dallas - 7% 10°h 6°/a - - 7°1o NA Min. Holz. Radius (center line) 500' 850' 454' 600' 300° 590' 704' 450'-670" NA Mitt. Tangent btwn curves 100' - - l00' ) 00' - - NA Sidewalks - Both Both Both Both Both Both 'Both NA Design Speed - 40' 30' 35' 30'0' 35' 3S'-40' ` 3i'~44' NA Criteria Coll Stat. Addison Plano Carrollton MclKinncy Dallas San Angelo I'fE (1) iTlr {2) Residential.. StrtS. (3) ROW 80' 80184' 92' 90' I00' 80' 90' 80' NA NA .Pavement Width 46'FF 2Q22'124' 48' 224' 2Q24' 2Q22' 2 Qa 24' 47'-51' NA NA Traffic Lanes 4' 4' 4' 4' 4, 4' 4, 4' NA NA Lane Width I1' 11'-l2' l2' 12' 12' 1 l' l2' 10'-1l' 10 =12' NA Parking No No No Rcstrictrd No Resvicted Resviaed No No NA Median 2' 16' 20' 1$'i4'min 16' 15' 16' NA 4.10' w/o left 14-20' w/ bey NA Min. Grade. .4%0 .5% - .8% .4°/n .3°1r.4% - - .3S°/v.5°fa NA Max. Grade 4%u 6°/u 6% 6% 6% - - 7%•8% NA Min. Herz. Radius (tenterline) 600' 350' 600' 1000' 500' 590' - 1000' 450' NA Min. TanBcnt btwn curves 100' - - 100' - - - - 100' NA Sidewalks Borh Both Both Both Both Both Both - NA Design Speed - 40' 35' 45' 35'110' 35' - 40' 35' NA ~. J . ..per. ... -r.. ~..y ~ ~ --,:. R? Guldelinea 1br Alban Mnjor Snea't)saign, dTE Tecbnlcai Commlaee 5-5 (7) Reoid°nunl Soean by ASCL• NAI•!B and 1JLl; 1990. 11/16/95 17:01 $21~ X90 9261 BARYON ASCHMAN f~008/O1~ Tahle 6 Roadway Type:.' Major Art~tial Criteria Coil Stnt. .tiddison Ptatao Carrollton McTfinney Dallas San Angelo 1TE [1) 1TL (2) Residcntigl Strts. (3) ROW 102'-106' li0' 120' i20' L00' 100 140' NA NA Pavement Width 2Q33'!35' fifi' 2~u~36' 2Q36' 2Q36' 2(r~ 24' 2Q36' NA NA Traffic Lanes 6' 6' 6° 6' 6' 4' 6' NA NA 1,.At1C Width 1 I'-12' 1 L' 12' 12' l2' 12' 1 l'-12' 11'-I3' NA Ptuicing NO NO NO NO NO NQ NO NO NA Median b' 20' 22' 16 ° I S' 16' 25' 4-10' w/o JeR 14-20' w/ bny NA Min. Grade ,5% - .8% .4°~ .3%a.4% .3S% NA Max. Grade 6% - 6% 6°la fi°/a 7°/a-8% NA Min, Hors. Radius (cenlerline) 1050' 850' 1000' 500' ?50' - 1200' 670' NA Min. Tangent btwn curves - - 250' - - 115° NA Sidewalks Both Both Both Both Doth Both Yes - NA Llcsigtt Spccd 45' 40' S0' 40' 40' - 45'' 40' ' NA .~ -~..... .. -r..._.~ ..~ - C21 Ciaidaliaes Cor Us6on Major Sweet Design, IT8 1'eeltaieal Commitlae 5-5 (3) Residential Sttaeta by ASC6 NAI~.i and tlLl; 199D. 11/16/95 17:01 '8`214 490 9261 BARYON ASCHMAN s m m 3 I Y y ~• m o ~ ~ ~ r ~ N~ N O 10 ~ O N +~ -7 O ~- ~~>> ~ 1 m ~ _ I ~ "' ~ ~ iD '' ~ ~ ~~ ~ j ~ ~ ~ Q ~ ~ C'J ~~ ~ ~ N a N ~+ ~ ~ i i ~~ G i G O ~~ f I C~ 009/014 N.ONZ~ W ao° ~F-o IL' ~ f ~ Qa , LL W O~z;. w' v ~ Q ~; W ~a O ~ m ~ m ~- m ~ ~ m 3 ~ m G ~ ~ ~ m ti m m f17 c G ?. ~ ~ G. ~ O ~ T ~ ~ NT r m ~ ~ ~ ~ O v ~ 'a°o i. c ~ N t0 O -t F fJ li! i w ~ ~ ~„ ~ ~ ~ ~ ~ U Z ~ ~ +- c ~ i ~ z v J ~ y z ? W -'~ O C S ~ D ~ ~ ~ ~ _f I x -- - ~ m m ?C ¢ CC x 11/16/85 17:01 $214 490 9.261 BARYON ASCHMAN C~j010/;014 O~ ~ w gN ~ ~ ~ ~ ~ q ~ ~ ~/R ~Q r~ C c ~e W ~ ~_ C~ V c i.. V ~ 0 s a d ~ 0'i ~ ~ ~ "'~fi s o ~ ~ w ~ -(~ u. a oQ o 5 ° 3$ ~ _ ~~ -t~ m a~g tto ~~.~ ,I ~~ , ~ s m~ ~ ,~ ~ ~ ~~ ~ ~A , ~ e ~ 1 R _ ~ ~~ a ~ W i 1 v ~ ~ ~ ti a '~ a ~~ i 3 ti ~I ~, a ~¢ c ~ ~ ~ y i 1~ ~. ~~ a <~g Ma FQ1~°ia F' ~~s° ~i ~~ .y C d r L V 11/16/95 17:01 $214 =~90 9.261 BARYON ASCHMAN 3Ni~ AIa3dQaa '., ~ ~: W i~ !iJ ~N~, ua3doa.~ ~ O ~ - r e W ~ ~_, m 0 v -mil a a s s o ,~ c v. ~ N ~ a ° L1J ~ z ~ '~ ~ z U z o ~, v V ~ ~, f , ~ ~ ~ ~ 1 X011/011 c • 8« Y ; ~7 Q ~- ~ OA ~ 4 r-+ ~ t d ... ,~ ~; O" Q O ~ w _ ~ ~ ~ uV~ ~ ~ ~ Z • ~ Q J I LIJ W I ~ ~ ~` I N I m i Q 4 ~~= ~Nll ~iL3d0~+c h ~ ~ ~ inn x~a3dOtld D 'n Z ?v;~ ~1:?d0_d ~~~ r, ~ 3Hn ala3doaa W ~_ H !~- o N W cA ~ W CC W LLI ~ z ~ ~ ~ ~ ~ 1 c~D r ~ E: } ;, H ~ "' ~ Z ~ ~ r W ... ~ ~ ~ ~ }- ~ ~~ o ,. L= O ~ ~ W V p W r+ N n ~ N 1 ~ ' O -~- V , O c+ .q 3N„ lia3doad '^ ]ro~~ A1~l3d0ad 3~i'I ~.la3ddad 11/16/95 17:01 '$214 490 9261 BARYON ASCHMAN M6Q Nl4D C4U C3U t 8' 44' ' 18' 80' R_O.W. t 2' ss' 12' 60' R.O.W. .. ._~ _ ~° ~b ' • . ~ ~ ~ :' R 2 U , .~~::. 12° 26' tq' so' R.o.w. C~ 012/014 CITY OF McKINNEY FIGURE 5 i8' 24' 76' 24' t8' 100' R.O.W. 11/16/95 17:02 $214 490 9261 BARYON ASCHMAN Nola/o14 STANOARO ROAI]WAY SECTIONS MINIMUM ROAdWAY SECTIONS 9.5° a8' a5' ~8' 9.3° 9,5' 33' 15' 33' 9.5' S-S-O ~ ~ r 30' Row ~ M-6-D A ~ { ) t 00' RLtw TO' S6' tS' 3b° f0' s. 30. fd. 30' 8. S-6-D ~ ~ 107• ROw ~-- M-6-0 (8} 90' Row. 8.5' 24' t5' 2s' 8.5' a0' a0' t0' ~ S-a-D ~ 80' ROw ~ ~ fi~~ h~S-4-U ~ , I + 8' ~~ 8° T 3fi' 7 ' t0' 36' td' 3=2-E1 ~ ~ ~T 56, RoK lilustratior+"at Standard. and Minimum Roadway Sections *M-4-U can be striped and operated as 2 ar 4 lanes. CLT.Y., OF DALLAS FIGURE 6 11/16195 17:02 $21~ X90 9261 BARYON ASCHMAN 17j 01/014 MAJOR ARTERIAL ~ ao' Row ~~ ~s ~ # t ~d ~ d a~ i ~ 2--- a-~ 60' 2a' MINOR ARTERIAL 9a' ROW ~ 72' ~ ZS• f 16' l ~ 25' i2' 31 13 cI ~o d~ ~~ i ~ ~ f 15' sa' 1 s' MAJOR COLLECTOR eo° Row 3~ ~; o ~e a, i ~~ b0, { i 0 MINOR COLLECTOR 6a~ Row :~ .; o ,o a dI ~ ~ ~ r 1 O' r--- 40. 3 d' PARKWAY eo' Row 3- 3 C~ 1D ~ t ~ ' I ad L 1a' 4a' 1a° e~-1RTON-ASGNMAN •ssoc~w-res tNC_ ....o.r ~..ro~r.~w. ~wi STANDARD CRASS-SECTIONS MASTER THOROUGHFARE PLAN SAN ~tNCaELO. TEXAS FIGURE 7 COLLEGE STATION T® FROM DATE RE Tel: 409 764 3500 MEMORANDUM P. O. Box 9960 1101 Texas Avenue Planning and Zoning Commission Ed Hard, Transportation Planner~(~ September 10, 1997 College Station, TX 77842 Code Amendments to Reflect New Thoroughfare Plan and Revised Street Design Criteria Attached find amendments to the Subdivision Regulations and to Chapter 3 of the City's Code of Ordinances for the adoption of the revised street classification system and their corresponding design standards which were included as part of the recent approval of the Comprehensive Plan. The City's current subdivision regulations has five street classes. These include residential, collector, arterial, parkway, and commercial streets. The new street classes adopted as part of the .Comprehensive Plan include residential, minor collector, major collector, minor arterial, and major arterial. This system. of street classification is the same or similar to many other communities around the State comparable in size to College Station. The amendments to Chapter 3 are primarily changes in definitions to reflect new the street classes. The amendments to the Subdivision Regulations are changes to Chapter 9, Sections 3, 8, and 12 of the City's Code. The amendments in Sectiom 3 are again changes in definitions to reflect the new street t<,~nes. The amendment to the street design criteria in Section 8 are the most important. This~amendment replaces the table for the design criteria of the current street types with a revised table of new design criteria for the new street types. The revised table,: Table l in the attached Ordinance, incorporates rural street design standards from Section 12 in .order to form a consolidated table containing both rural. and urban street design standards. This amendment also incorporates-illustrations of standard street cross-sections for all street types into the Subdivision Regulations. 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An overview of the basic tenets of eCOncmic impact anaiysl9 will be given at the atartof tho course to help prcrrlous atiendooc rcv~ew vrhet they have learned end to orient. those unfantlllar with lha method. • Cvurae parlicipanta should have famhlarlty wltn the operation of Win0ows and be interested in the technical aspelcts of peiiorming acnnomir.. impact analys(s. CED_CERTIFI{:ATION MAINTENANCE ~'~ _~ a Atiendin® the entins two-CaY course same two A points towards certification ntafnttanAnce. ALL COURSES WILL BE Iit=LU AT' 'I HE ARTHUR ANDERSEN TRAINING CENTER IN DALLAS. TEXAS, YOV WILL BE SENT LOCAI'IUN ANU HOTEL INFORMATION AFTER YOU REGISTER. Coufse' Salact:ian Ptease'place a check mark in the box rfext to the course you Olen to attend. All Courses will be held ai the Arthur Andersen Tralninp Cernter in Dallas, Texas. D November 18°2~7, 1997 O March 23.2x, 1999 ~ January 26-27, t9Qi D Juno 22-23, 1998 Attentle@ Information Name, Tifle __ Nicknema (for bed~ej .. ..._ Company, Mailing:Addroge _ City, t3latelRravlnt:e, ZIP/Portal Code Phone __ Fax-. . _ Eme1I Registration Foas Tfw re5istratlon fe® for the two-day Course is 51.100 for AFDC members nr $1,200 for nonrnomboro. Thi® fee inciudea: • All partlcipantmateriela • The. Ander9en INSIGHT®eoftwaro and limited phone support Payment M@thOd .(Fees are payable in U.S. dopers only.) GnectUmonsy order payable to AFDC is enclosed. ^ Purchaseorder;a enclosed, ^ tmoice'me (meR'IDers only), O CharSe,card ^', Visa O MestrrrCard ^ American Express O Disoovar Number__ __ Expiration Dete Signaturo,_ !f you are paying tsy crodlt card, you may fax your canlvleted form to us at 847,69B.299rt, mail it to AFDC et the'eddrass Gelow, ur caill us at 847.691,5944 to register over the phone, For all other payment methods, please mtrif your completed form and payment to Amertcnn Eeanomtc Development Connell 9801 West Nlgplns Raad, Suite 540 Rosemont, IIlinoia f~0018-4726 Phon® 647,892.9844 • Fax 847.698 2990 • Email a®dc{~interaccess.cum P/ee~ra pAOeocopy fhls form for addit9onel ertro/h>!rertts. z©°d d66Z ?69 ~i-8 IOhIftOO rk3Q F1OO3 Wki0I213Wki W.~ 8t-: 90 ~6-60-100 Z88 30 Z98 afied ~{sy •g fiaajg 96tE i~9L 69~ <- XE3 ptA LT:Z~:T9 Z66T 8T ~~0 From: BVCA Plan Room To: Natalie Thomas Date: 10H0/97 Time: 02:43:18 Page 1 of 4 `, Pale 1 of 4 October 9, 1997 Plan Ruum Hours: Munday cC[ Friday l p.m. - 5 p.m. bvca Plan Room News Tuesday, Wednesday & Thursday 9 a.m. - 5 p.m. 282~i 1+'infeather 1•id., 13i-yan, '11Y 77SU1 Yhone (4U9) ti22-6553 1+'a~ (4U9) ti23-5849 e-mail address: bvca~a"r)myriad.net OCEAN DRILLING PROGRAM -CORE REPOSITORY EXPANSION, TAMU PROJECT NO. 1-2793, COLLEGE STATION TX. BID DATE: TucsdaY, October 14, 1997, 2:00 P.M. Architect: Pierce, Goodwin, Alexander &; Linville, 5555 San Felipe, Ste. 1000: Houston, TX 77056. Phone: 713/622-1444. Fax: 713/968-9333. Sealed Proposals will be received by the Texas A&M IJniversity System in the Second Floor Conference Room of the TAivT[I Facilities Planning Division, TJniversity & Asbury Street. SCOPE OF WORK: Demolition, Site/Earth Work, Drilled 8c Under Reamed Footings; Water Distribution; Unit Pavers; Concrete Paving, Sewer 8c Drainage, Trrigation System; Hydro Mulching, S~~dding, Trees, Plants 8c C'n-ound Cover, Tandscape Maintenance, Cast- in-Place Concrete, Architectuual Precast Concrete, Masonry, Stnictcual Steel,_Steel Roof Deck, Metal Framing, Pipe & Tube Railings, Architectural Woodwork,. Insulation, Polyurethane Foam/Silicon Roofing System, Flashing & Trim, Mnf. Roof Specialties, Sealants, Steel Doors & Frames; Wood Doors; Vverhead Doors, Num.. Entrances ~: Storefronts; Hardware,. Glazing,. Drywall, Ceramic Tile, Acoustical Ceilings, Resilient Tile Flooring, Carpet, Fabric Wall. Panels; Painting, Wall Coverings; Visual Display Hoards, Toilet Compartments, Fire Extinguisher 8c Cabinets, Toilet & Rath Accessories, Projection Screens, Blinds, Floor Mats, Cold Storage Rooms, Phunbing, HVAC; Electrical, Fire Alarm System, Telecommunications Systems. BID LIST TO DATE: PHONE FAX BRY?iN CONSTRUCTION BRYAN 776-6000 776-6008 ENL)IGO CONSTRLICTORS/1VIATRIX BITILI)ERS BRYAN 779-133, 779-0090 Diamond Construction Bryan 776-2050 776-2180 R.M. Dudley Construction College Station 776-2135 776-2235 Vanicelc Construction Temple 254!778-8881 "778-899U Ebco Commercial Inc. Cameron 254/697-8516 697-8656 TEXAS A & M FOUNDATION HEADQUARTERS, COLLEGE STATION, TX. BID DATE: Wednesday, October 15, 1997 2:00 P.M. Architect: HKS Inc., 700 North Pearl; Ste. 1100; Dallas, TX 75201, ATTN: Mr. Tom Briggs. Phone: 214/969-5599. Fax: 214/969.3284. Scaled bids will be received in the office of the Uwncr: '1'AMU llcvclopmcnt r'oundation, 151 '1'cxas Avc. S., Collcgc Station, TX 77840-3398, ATTN: Mr. Emmett Trant. Bids will be opened privately. SCOPE OF WORK: Tree Pruning, Feeding ~ Protection, Earthwork, Landscape Grading, Limestone J3asc ~ Lime Stabilization, '1'cnnitc Control, llrilled Piers, Concrete Paving, Water Distribution, Sanitary Sewer, Fowldaton Drainage, Slate Pavers; Irrigation System, Landscaping; Landscape Maintenance, Cast- in-Place Concrete, Concrete Toppings, MaSOnry; Slone Ccnmlerl.ops, Cast Sl.onr., Exterior Slone Cladding, Slniclurxl Sl.eel, Sled Roof Deck, Metal Framing, Metal Fabrications, Ivietal Stairs, Pipe.. & Tube Railings, Architectural Woodwork, Cabinets, Paneling, Waterproofing, Traffic Coatings, Insulation, Metal Roof Panels, Flashing & Sheet Metal; Roof .Accessories, Firestopping, Sealants, Hollow Metal lloors ~ l~'ramcs, Wood lloors; Stile ~ lZail Wood lloors, Overhead lloors, Alum. Entrance lloors, Stainless Steel Entrance Doors; Iardware; Glazing, Mirrors,. Glazed Ahura. u/all Systems, Sloped Glazing Assemblies, Structural Glass Walls, Flaster; Drywall, Tile, Slone Tile, Acouslic:al Ceilings, Slone Flooring, Resilient Tile Flooring, Base ~ Ac.c:essories, Carpel, 1h7a11 Coverings, Interior Stone Facing, Fabric-Wrapped Panels, Stretched-Fabric Wall Systems, Painting, Elastomeric Coatings, Toilet Compartments, Stone Toilet Compartments, Louvers; Manufactured Fireplaces, Fire. Extinguishers R: Cabinets; Fireman`s Key Keeper, Nletal Shelving, '1'oi et Accessories; Misc. Specialties {Vault lloor}, Projection Scrccns; .Loading llock /;:quip., l~'ood Service Equip., Residential Appliances: Blinds; Shades, Draperies & Curtains, Hydraulic Elevators, Fltunbing; IIVAC; Fire Protection, Electrical,. Fire Alanv & Security Systems. Eslim~lecl: $8,000,000.00 INVITED BID LIST: PRONE FAX Centex Construction Co. Dallas 2141357-1891 903-6280 Manhattan Construction Co. Houston 713/529-DODO 529-6759 Tumer Construction Co. Dallas 972/392-0560 392-1604 WELCOME OUR NEW MEMBERS"! MADISON CONSTRUCTION CORPORATION, INC. 1b40 Briarcrest Dr. #120, Bryan,. TX 77802 Phone: 268-5520, FAx: 268-6022 Contact: Mike Jones, Jody Quimby, Bo Miles, RobPerdue TRAT)F.: CtF.NFRAT, CnNTRACTORS AGGIELAND STAMP COMPANY 1501 FM 2818, Suite 104, Collehe Station, TX 77840 Phone: 694-6846, Fax: 694-6848 Contact: David McLeod TRAT)F: RT7RRFR STAMPS, F.NCTRAVTNt",, PT,ASTTC .SIGNS, ADA SIGNS From: BVCA Plan Room To: Natalie Thomas Date: 10/10(97. Time: 02:44:27 Page 2 of 4 CHRIST UNITED METHODIST CHURCH COLLEGE STATION TX. BID DATE: Thursday, October 23, 1497, 2:00 P.M. Architect: SDT Architects, Inc. 6363 Woodway, .Suite SOd, Houston, TX 77057. Phone 713/789-7530, fax 789-7547. Bids will be received by the Owner, Office 1902 C, Pinion Street. in C_,ollege Station, TX. SC'.vYL Ul+` WUl2K: Site `A1ork, Selective Demolition; Clearing, Tree Protectionand Treatment, Earthwork, Portland Cement Concrete Paving, Concrete, Cast-In-Place C.onerete, Unit Masonry, Structural. Steel, Cold-Formed. Metal Framing, Metal Fabrication, Sheet Metal Fabrications, Rough Carpentry, Prcfabricatcd Mctal-I'lato-Conncctcd Wood 'I'russcs, I~'inish Carpentry, Jntcrio>• Architectural Woodwork, Building Insulation, Exterior v7sulation & Finish Systems-Class FB, Asphalt Shingles. Manufactured Roof and Wall Panels, Flashing and Sheet Metal, Joint Sealants, Paving Joint Seahtnls, Standard Sleet Doors &: Frames, Flush Wood Doors, Access Doors, Aluminum Doors and Frames, Aluminum Windows, Door Hardware, Glazing, Mirror Glass, Gypsum Board Assemblies, Tile, Resilient Tile Flooring; Carpet, Painting„ Wall Covering, Toilet Compartments, Wall Surface Protection Systems, Signs, Accordion Folding Partitions, Toilet & Bath Accessories, Mcchr~nical, Plumbing & Eicctrical. TNVtTF.D BID T.TST: PIIONI; FAX BRYAN. CONSTRUCTION BRYAN 776-b000 776-6008 MADISON CONSTRUCTION BRYAN 268-55'20 268-6022 Alliance Construction Conroe 2811367-UU>1 367-UU92 Diamond Construction Bryan 776-2050 776-2180 JIi«7 General ConlracLor College Slalion 693-1617 846-9133 ICYLE FIELD NORTH END ZONE EXPANSION, TANIU PROJECT NO. 1-2784, PHASE III, COLLEGE STATION, TX. RTD T)ATF.: Tuesday, October 2R, t997, 2:00 P.M. Architect:. T.ockwi~od, Andrews & Newham, Tnc., 1500 City West Rlvd., Houston, TX 77042. Phone: 713/266-6900. Sealed Proposals will be received by the Texas ARAM University System, second floor, Facilities Planning & Construction Building, University T)rive c4c Asbury Street, College Stati~~n, TX. SC;(71'F', CI'F W(7RIC: T~emolition, Clearing ~^e Gntbbing; Excavation, Site Utilities, Lime Stabilization, Drilled ~ Undreamed Footings, Water Distribution, Sanitary Sewer,. Stone Sewer, Concrete Paving, Curbs, Irrigation, Fencing, Planting, Hydromulching, Sodding, Landscape Ntaintenance, Cast-in-Place Concrete, Structural & llrchitectural Precast Concrete, Masonry; Structural Steel, Steel Roof. Declc, Metal Framing Metal Stairs & Handrails, Finish Carpentry &; Millwork, FRP Panel System; DamplWater Proofing, Insulation, Insulated Metal Wall Panels; Composite Alwn. Panels; F.PI~M Roofing Systems, Sheet Metal Work, Fireproofing, Fire Saving, Sealants, Hollow ivletal, Tnterior Alum. boor Frames, Solid Core Doors,. Access Panels, Overhead Doors c~ Grilles, Ahura. Entrances ~ Storefront, Ahura. ~ Glass Sliding Storefront, Hardware, Glazing; Lath & Plaster, Drywall, .Tile, Acoustical .Ceilings, Resilient Tile Floor & Base, Concrete Sealer, Carpeting, lcoustical Wall Treatment, Painting, Wa11- Covering, Misc. Specialties, Marleerboards, .Toilet Compartments, Louvers, Flagpoles, Exterior ~ Interior,Signs; Canopy; Wire Mesh Partitions, Toilet Accessories, Vault Door, Food Service Equipment, Blinds, Auditorium Seating, Stadium Renchzs, Stadium .Seating, Fire Prr~tection, F,levators, Escalators, Plwnbing, HVAC, F,lectrical, Fire Alarm Systems, Commtmications Systems, Audio/Video Systems.. Estimated: $23,000,000.00 BID LIST TO DATE: PHONE FAX Bartlett Cocke, Inc. San Antonio 210/655-1031 655-13'27 Centex Construction Co- Dallas 2141357-1891 902-0280 Clark Contractors Dallas 214/363-6083 363-6093 Don ISrue~er Construction Co. Victoria 512/573-5291. 573-0162 Hensel Phelps Austin 512/834-9848 834-9844 MW Builders Temple 2541778-4241 778-9492 Manhattan Cnnsfiuction Co. Houston 713/529-00(1(1 52G-917G Martin K. Eby Constniction Co., Inc.. Bedford 817/268-0514 268-1309 MissiomBufete Constructors, Inc. Houston 713/523-9194 523-9195 SpawGlass Construction. Corp. Houston 713/895-OSOS 89~-7951 COPY PRICES: 8-ll2 x 11 .10 24 x 36 $2.50 8-112 x 14 .15 24 x 36 ilelum $3.00 10 x 14 .75 :10 x 42 X3,00 12 x 18 $1.25 36 x 48 $4.00 From: BVCA Plan Room To: Natalie Thomas Date: 10H0197 Time: 02:45:22. Page 3 of 4 CHTT,D CARF. CF,NTFR FOR TEXAS A&M TJNiVFRSTTY, PRO.TF,CT NO. 1-2799, COT,T,F;C',F. STATTON, TX. RTI~ DATE: ThuradaV. October 30, 1997, 2:00 P.M. Architect: Patterson * Architects, 2402 Broadmoor, Ste. A201; Bryan, TX 77802. Phone: 776-0809. Sealed proposals wilt be received by the Texas A~iM University System, second floor, Facilities Planning & Construction Building, Asbury at University Drive, College Station, TX. SCOPE OF WORK: Site/Earth Work, Termite Control, Concrete, Fencing, Masonry, Structural Steel, Metal Framing, Nletal Fabrications, Finish Carpentry & Millwork, Damp/Water Proofing, Insulation. E.I.F.S., Shingles, Siding, Flashing & Sheet.Metal, Sealants, Metal Doors & Frames, Plastic Faced .Doors, Alum. Entrances & Storefronts, .Alum. Windows, .Finish Hardware, Weather- stripping ~ Thresholds, Glazing, Drywall, Resilient Flooring, Carpeting, Paintini;, Tackboards, LD. Devices 8i Graphics, Fire Extinguishers c~ Cabinets, Walkway Cover, Metal Shelving, Toilet Accessories, Casework, Blinds, HVAC, Plumbing, Electrical SUBCONTRACTOR/SUPPLIER BIDS FOR TIIE RENOVATIONS OI+ WASIIINGTON CO. TAX APPRAISAL BUILDING BRENHa1VI, TX. BID DATE: Weifnesd:~y, October 15, 1997, 2:00 P.1VI. Architect: Rogers Engineering Services, P.O. Bax 619, Brenham; TX 77834-0619. Phone: 409/836-6855, Fax: 909/836-6847. Brenham LS,D. will receive bids in the office of Clarence Whitesell, 711 Mansfield Street; Brenham; TN 77833 for the following trades: Concrete, Carpentry/Drywall/Insulation, Electrical, Floor Covering, Lay-1n Ceilin/insulation, l;xterior Canopies, Masonry, Plumbing, Painting, Glass/Glazing, Cleaning, HVAC. Construction Manager on this project: Quicksilver Construction, 1205 last 46th Street, Lubbock, T~ 79404. Phone: S06/763-6175. CALENDAR DATEITIME PROJECT ARCHITECT! ADDENDUM ENGINEER OCTORF,R 13/10:00 A.M. Sanitary Sewer & Water Distribution Systems, The Holcomb, Musemeche & Assoc. Housing Authority of the City of Brenham,. TX Houston, TX 14/2:00 P.11~T. MANlATORY PRF-RTi) CONFF.RF.NCF. ON THF. KYLE FTF.T,D NORTH F.Nn 7,ONF F.XPANSTON, TAMU PROJECT NO. 1-278x, PHASE III, WILL BE HELD AT THE SITE. 14J2'.00 P.M. Ocean Drilling Program -Core Repository Expansion, Pierce, Goodwin, Alexander ~: 2 '1'AMU 1'rojcct No: 1 ?7)3; C;ollcgc Station, '1:X Linnvillc, Houston, '1'X 15/2:00 P.M. Subcc~nlraclcir/Supplier bids can the Renoval.ions of Rogers Engineering Services 1 Wahsington Co, Tax Appraisal Building, Brenham, TX ..Brenham, TX 15/2:UU P.M. '1'AMU i''oundation Headquarters, Collcgc Station, '1.Y liKS inc. IIouston. TX 16/1:45 P.M. City of Bryan Street Maintenance Program City of Bryan Engineering 1 16/2:00 P.M. PRE-BID MEETING ON THE COLONY APARTMENTS RENOVATIONS & UPGRADING, SAKI HOiJSTON STATF, TJNTV., WTT,T, RF, HFT,D AT THF. PHYSTCAT: PT,ANT ADMiNTSTRATTON CONFERENCE ROOM, HUNTSVTLLE, TX. 1612:00 P.M. Subcontractor/Supplier Bids on Bryan High School, Construction Manager: Bryan, '1'X on the following trades: Masonry, iLoofing, Gilbanc Building Co. Fireproofing; Elevators, IIVAC/Central Plant & Electrical IIouston (713/651-1873) *NIf_TST BE PRE-QT_TALIFIEL~ 17/2:00 P.M. MANDATORY PRE-BID CONFERENCE ON THE RUDDER TO[VER 6TH & STH FLOOR: ABATE ACM, TAMU PROJECT NO. 971521, ~~~ILL BE HELD IN ROOM 204 OF THE PHYSICAL PLANT ADMTNTSTRATTnN RTTfT,T)TN(',, AGRONOMY RD., COT,T,F.(,F. STATTON, TX.