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HomeMy WebLinkAboutMiscellaneousBuchanan/Soil Mechanics, Inc. Consulting Engineers Bryan, Tegas 206 North Sims. T7803/P.O. Bos 672, T7806/(409) 822-3767 ~~~r CITY OF COLLEGE STATION ~~S (CITY OF COLLEGE STATION ~~~~C[TY OF COLLEGE STATION ~I~CITY OF COLLEGE STATION ~~~(CITY OF COLLEGE STATION i t'r y I , ~a,~~ ~~•~8 ~Rev~ ~~~~~ . 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Sta~~d~~d ~. ~~ e~r~st~~a~ia ~~~~.~~.~~de. ' p~~~~s en~.tted~~ ~~d ~a~rn~~g si~:s ~a.ll ~e se t~~ ~dc~~,te~. direst t~~alc th~oug~ ~rrea ~~1.1e1,.. ~1di1~tL~~LrIwJ.ra61.d e ~~e ~ ~i #n ~ir« +~k. lid ab. t.8. ~ ~ t fwf F`w 6~~~J rml S~ ~~~ ~.O kftl 6.! J~.7~d 4r ~ , ~~ 9,, g'bs ~ t~~~ tAr~~ enc~se~t~e~t p~.pe, d~4.~~Ree° ~2. ~.~. lies c~vss~,g 'tie ~~~~~ pp~aritel ~~~ bar ~ se~i~»pe~~;t e~° ~ ~ p~~~ ~ ~~~~~~~~ ~ pp~,~~~, r ~ qp~ I ~ g u a r ~ ~Ea MIF ~ ~ a W 1~M /b 1~rM 4+i ~ 1wM f d ~ ~Y did ,~ l ,~1i7~ ~~ ~ n'~! ~ "` _ ` q ~t~ ~~ ,/ ~~d1M~~ pal:+ll~l~i 'f~+8„~ l~~i#rJx~n k`+~~ ~i~i i~ ~~t~£~ d~.4r~ L~~Ar, 4 y { W ~M~ N~~.~171 a W Y[v~~RNO a '. YW Nv AIW .dill' ~~. wIW 4M Y ryiUt ~51a11 iW'~ ~ ~ MM 1M iM ~a • ~~ ® aYJ~ ~ ~ p W, a~w ~ ~ ~~R+iY. 'a* ~wp U1s Ka Ai t ~ W AW. A~@'wn` ~y rW g MM ~XiM ~ ~ ~ ~M Rr~ M ~ A4~ Mw ~ ~ ~ ~ a FP7w t~44 ~ W ~. .7 ii V W ~P ~ ~~r ~~ V . . w . p~a~ri~~d far detec~ia~ . AJ7+&~~ 14/4/ lay c+~~c~u~~:e~tl~: ~r~11FPWi~Oe~WmVd ~Nda `M~'~ra,~lr CH.i%W ,. ~~ purposes . , ._ ~:~ Forw~ 11-88 STAT:B DEPARTMENT OF HIGHWAYS AND PU BI,~IC TRANSPORTATIQN ,~ . Spec i f ic~atonA for p luc ng any buried 'utility line within the right of way of I~i.ghways ,, ~ All eYCavatioils witl}in tine right of way and not under. surEacin sha ~ ~ - g 11 bG back tilled by tamping in 6" horizontal layexs or by ondn .` All Sur lus e P g p mat rial shall` be re~~~aved f,~om the right of way and the excavation fnisfied flu w't shah su'rroundfng natural ground, Where sodding is disturbed by excavation or backfilln o eratio g p ns, such areas shall 'be replaced by mulch sodding on all slopes of Z'/. or less, A11 s o l pes over 27. sha l be rep laced by block sodding, Highway crossing under surfaced roads and under surfaced • crossroads wlth~ n tfie . r i. ht ` o f wa steal b . g y 1 e placed by boring. Boring shall extend from ditch center- L:ne tc ditch centerline, The bore for hi hwa c ossi g y r ngs under the pavement to b~ nu morE than two inches: larger than the encasement i Q in d P P , lame to r , horc~ under 3l1 paved driveways, Bore pits to bd at the botto m oC center. of he d t~h. O~crations ahong highways sha~1 be erforu~ed in sue [' h manner that all excavated ~;, ~ ma erial be kept of F the pavements at all times as well as al ' -. 1 operating e ui m q p ent Barricades acid wa ' r ni n snsad n f1a . g g gnen when necessary shall be provided by the contractor or owner. One-half of the traveled portion` of the road taus t be open to t ra f f ie a t all times, ` Gravity flow sewer lines under hi hwa s shall b ' g Y e cast... iron .pipe;. The top of all a~anhalee placed on hi hwa i ht f a g y r g o w must be flu Y sh with :the top.. of the ground. Other caaterial's may be .used provided the are ra e . v a Y P tt s ti.sfactory, Where ;non-meta lie pipe is installed ion iCud a g ~ lly a metal wit°e steall be n co - currentl installed- .. Y or other means shall be provided `for detection put' oses, P The utility..... cocupany sha 11 ,place a read i 1 ide Y ntifabl:e :and suitable marker at each r hr o f l w ay 8 ne where ~t ~.s crossed by an t+nder round GQmmuni 6 cation, power and/or gas ar li uid: t q e roleum _p line, except where marked by a_vent, The.: strength fof the encasement:; e_ to b p p e used must equal or Cxceed the s ren~th of reinforced n et . co cr e or corru aced metal 8 P ipe ~ by test.,. No ::pavement cuts wily be allowed for the. instollation or-repr~it of lines to ;be install d e across the highway, wit-bout the s pecific consent a f the District Engineer. ::.;.;~ .,., 1 ~' Adda.tional Specifications for ~~+,,,4 Warning Devices When utility work is ~condueted less than 30' from. the edge of the travel lace, W 21-4U warning devices shall ~e requ~.red for the protecta.on of the traveling ,public. '~heae signs should be :placed approximately 750' on either side of the work site, on - he side of approaching traffic When utlit~r work ..involves encroachment on the travel-way by :workmen or equ~.pment, W2U-1D warning devices shall be required in addition ~o the W21-4U signs and Class 1~ barricades. The WZO~»1D signs shah. be placed on either side of the work side, an the side ofapproaching tratt'ic. Flagmen shall be positioned a minimum of 300' from the '~ encroachment , and the.. W20-7D signs and th ~ W21-4U signs sh a 11 be placed at approximately 504' intervals. rF:.. Form .103.3 ~' STATE HIGHWAY DEPARTMENT '• • • . n sewer as a w ter n a l ns for lace Speclf Zcat o P g , ' g oil lines `and conduit within the Rights-of-way or crossing State and U . S . Highways 1. A11 excavations within the right-of~way and not under surfacing shall be backf idled.. by tamping in 6`p horizontal layers or by ponding. All surplus material shall 'be removed from the right-of-way..and the exc~~~tion fni hed flush with surrounding natural ground. 2. Where sodding is disturbed by excavation or backfilling operations, such .areas shall be replaced by mulch sodding on all slope of 2~0 or less . All ~' slopes over 2~o shall be replaced by block sodding.. 3. Highway crossing under surfaced roads and under suxfaced cross roads within. ~~ the right-of-way shall be'placed by boringe Boring shall extend ....from crown ' cr~wn line.. All lines under hi wa s carr in ressure.shall be .line to o y y g P I' ~ ~ • ~ _ t 'ri ht- enclosed In satisfactory casing extend~.ng from. right of way line o g of-way line. Gravity flow ewer lines. under highways shall be caste iron • III ~~ pipe . ~,~ ,, 'a. 4. Where evidence is presented indicating the impracticability of boning or I tunnelling, the District Engineer of the Highway Department may grant: per- ~! mis ion to cut the surfacin . In the..event a cut is permitted the following g il, conditions .will govern® ~,i ~,'I a Backf ill material All backf ill material shall be stabilized with Port- ~) ~~_ `land Ce~ent' and mixed in a concrete miler or transit mix equipment. If ~I soil is used it shall be sandy material free from l~nps or clods, and ~'~' shall be stabilized with two sacks of cement per cubic yard of soil. If ~''~~ ~ sand and gravel are used, pit ran material will be allowed, and it shall Iii be stabilized with one sack of cement per cubic yard. Backf ill may be mechanically tamped in a moist condition or water added to provide a free ~~ flowing ml~ture® ''~~ ~,I ~b~ WHERE PAVEMENT IS FLEXIBLE BASE AND ASPHALT SURFACE ICI ASPHALT SURFACE FLEXIBLE BASE '~~ ,, , e • e • ~•~ , e~ e • •. • e ' • • • ~ ° • e • e e 0. A s e • • °• . ° • . m .,, e, 0 . • • e •e• I e ° s 0 ' •' ~ p ~ I • o • e '. 's , i . e r e ° e ~ ~ • e • e e ° • ° ° ~ • e e • • • I • • • 1 • • • • ~ e. • b I ,. e 0 , e6 Y • • / • • • • • • ~ ~ i OPEN `TRENCH TO MINIMUM BACKFILL TRENCH TO SUR® REMOVE .SURPLUS ~A.CKFILL, ~~ WIDTH NECESSARY FACE L]JVEL, PENDING PLAC- PLACE BASE. AND SURFACE ING OF BASE AND SURFACE®:SAME AS OR EQUAL TO ORIG- INAL BASE AND SURFACE. F ~~ ~c) WHERE .PAVEMENT IS CONCRETE 0~ CONCRETE BASE WITH OTHER SURFACE.. REINFORCING STEEL ° t ~ r 1 i ~. 1 , ; 1.+ ~ ~1•II ~r •• ~ ~ ~ • ti t/~•lr~ •I • 1~• ' •If r• • 1 1• ' 1 • r~ •j• ~ 1• w i • l • , ,•1 • t f ~ 1 1 rr t • ` t• • f1 , 1 1 1 • 1 • i M-. ~ • ~~ ~ • I ~ r • r , • rt ~ ~, , '~~ r I '' ~ fJ~~'• ~ r 1 i .~ , r•~~ .t ~• •' ~ ~ 1• J I •~ ' • ~ • •. • • ,J 1 1 ! r.• ~ , I 1 r •~ ~ ~ •. i..1 .t • •y r • •~~ r 11! 1 ~ 11.E !, ~ r 1 !1 • • ' •. • . ~~• 'f •1 ,1 • •• / ~• •, r • -•.~1...1 f f. • ~, ~ • !• A . OPEN T~~ENCH ~ TO 1 -~',..Ii• rr •~ ,.~•,/• ~ EACKFILL TRENCH ~ ,, :.• ••~ 1•',' ~ If • •. j•.f REMOVE SURPLUS • , , • • f1~...111.1 1 1 1 t.`r PLACE 5 SACK MINIMUM WIDTg NECES- TO SURFACE L]~VEL BACKFILL. RE- CONCRETE ..PATCH. SARY , CUT STEEL PENDING PLACING MQVE AN EXTRA T AND KEF~.' WE BARS ON ALTERNATE OF'CONCRETE l FT. STRIP OF BARRICADED FOR SIDES. CONCRETE ON 48.HOURS. EACH SIDE • 5, aPerations along highWa~s shall be performed in such manner Ghat all excavated. material be kept off the pavements at all times, as well as all operating equipment 6. Barricades and warning igns and flagmen when necessary shall be provided by the contractor or owner. 7. One half of the traveled portnn. of the road must be open to traffic at all times. ~:~ i i March 15, 1~ i~E~f~R~~~U TQ, tep~aen A. He s, Ex~Qn ~cmg~n~, Hc~~z~tnn Robert E. Eih~m, Euch~nan~~~ii-Me~h~nic~, Bryan FRAM: Pry jest Review Co~t~ttee: Jane fee, Senior ~l_anne " Mari S~~t~a, ~~~istant Engineer ~, Lynn ~olso~, P~:~ Rep~re~entat~=e ~'~ Others att~ndin~~ Harry Deis, Fire Mareh~l ' Za~'ern Akin, ATE !~ ~~3~ Perri Building O~~icial ~I Bi~1 Rile ~~ter & ~e~~r Division ~, ~ ~ ~,, &~~en Re~is~er, done St~.r Gas +~~. !' Tony -~Iich~lsky, El~~trical +~on~tr. ~up~rvis~ar Shir~.ey' ~Qlk, Planning Technician a SUBJEOT. Parking Lot Plan ~ Ex~~n hip ~A~ ~-~1~5 to be located on '~ a 1. 4 acre tre.ct in the R. Garter League ~l?Q3 ~Jnivex~eit~ Drip=e East ~ ~~-4~~ } '; The P.R.C. yet on ~hi~ date to review the subject project, and appr~~~d the fro ject with the f~llc~~n~ ~~ndito~~~: i Q.T.E.. Thy prbp~~~d ~" cs~nduit ~#41} to the junction boy in the nuildin~ end the l" c~anduit {#2~} from the building to the pay ,' ~t~.ti~n~ i~ aceepta~ble. C~crd~.nate ~~y other ele~hone reeds with the Ca~pan~. FIRE DEP.~RTI~ENT~ Move the grnposed `fire ~.ydrant t~ a lccati~n .......... .... . ..,... ~~ closer t~ the prdpert~ ling and the :east side of the entrance drive '; from Hniver its Brive. ~, ~~ BUILDING D~vISI~4N: Raps end parking spaces for the handicapped ,! mint cnmpl~ ~~ith City regulations. Coordinate with Building { Qf~i~ial Corr Petry. ~~ $ONE STAR GAS. Coo~rd~.nate any natural has requ~.~rements with dean ~~ no adv. s~ed ghat ~f a main e~t`en~inn i~ jade it will be ~ Re~lster, ~ apprt~vi~n~tel~ ~~~ feet- in l~n~th. ~` I' ~, ~ I,~ ~, PRC 8g-~+OQ Page.#2 PAZ CO:1~MLSSI{}N; Mr. ~ols~n expre~~ed concern r~~ardin~ the access ~~...the Frcnta~~ Road- frc~ the site, citing the df~culte~ encc~u~tered at the ~hup on Har~-e~ Read & the ~'ronta~e Read as an e~emple ~~' h~a~ hard it is tc 1e~ve the site end fain ~cce~s t`o the left-turn ~r stre.~ht-~he~.d dri'vin~ lane, and 'also the da~~erQUs traffic cnfliot traf~io frcr~ the site orc~tes with the traffic exiting from the E~~as~. Mark Smith interjected thet reardin~ the gru~~~ed access points, the En~ineerin~ Div inn has determined that... the drive e.lon~ Univerait~ give gill be occeptable, bit the graposed acc,es~ tc the Front~~~ Road mu t b~ o.ppruved b~ the ~Iih~a~ Department .- He a~a~e~, however, that if the dees~~ fc,r' approval of that par~icul~.r ~c~es~ drive becc~es eolel~ the responsibility a-f .the pity, the City will recommend as.inst allowing that driveway because of the dan~ercus ~r~ffic conflicts being cr'e~ted: Mr. D~ham stated that he ha~.been advised that the exit ramp from .the Bypass ~i ll be relocated to the north, CATER 8: SEER; The eater line erossin university Dri~r~ must be a ... 12" line. the extension ~~tcr cro~sin~ university, and to serve thi property must be ~ minimum ~~ ~" ire size to adequately serve the required fire hydront. the extension ~f the line :from the hydrant to the ~foclities on this site pan ~e off if desired by the applicant. Location of the pater meter gust be in the right-of-way rs.ther than on p~ri~late property s.a pr~po~ed. All construction documents for pater line extensions must be approved by the En~in~~rin~' Divi~i~n_ prior. to issuance o~f a building permit. ELECTRICAL. A transfar~er bank cannot be built on the e~istin~ pc~Ie along University Drive ~.s grogo~ed ~#4Q.~ . Cc~ordina~e locations fc~r servi~c r~ith t-he Electric pivzsion. Submit a letter re~,~estin und~r~rnund service as soon as possible to s.llo~ ~dego.at~ tine to s.ddress requirements. If -the electxi~ meter is looted on the car wash facilit~~, a dedicated easement ~-ill be required. The alternative is t~ dace .the meter on tie pole. E~1GII~EERING; The drsinae reggrt as submitted is adequate. ~han~e~ on that-report mad-be required to addresa any assess changes. PRC s~-~+oo Page #3 FLARI~INO_~ Furn~~h d~ensi~ns fir the traf~ie dire~tian inn {~2~} . ,....., t~ a~~sur~ cnmpliance with the Z~ni~~ ordinance. On~rd'inate with Jaffe fee. Land~capin a prcpo~ed will be aPprcved Oocrdi~ate the du~p~~er l~c~ti~n pith Jig Smith cf the Sclid Waite Fi~isicn. Re has" i~dic~~ted that th'e prc~c~~d l~ca~icn agpear~ to be rather rfti~ht~t. A determin~ti~n hay been ma.d~ by the F~.annin~, En~ineerin~ and Leal Divsio~~ that ~ ~l~t gill nct ~e required fcr thi's ~r~aject on this property. SUBMIT 1~ OaPLRS OF R~~IISEp SITE PLAN TO PL~ARI~IRO DIVISION FOR AFPRO~A.L PRIUR TO CONTI~dUINO -~`ITH STEP II ~F THE BUILDING PERMIT PROCESS. ~~iny chan~e~ t~ an apprd~ed sits plan mint b~ ele~red through the Planning Di~ri~icr~. g Y.: 51 C~ R _ Fprm tz3 r Rev. t~•81 APPROVAL • Control $06 Section 1 To: Clty of College Station .. Hwy. N o. FM 6 0 . 0. Box 9960 Maintenance Section No. ~.Q~._... P -County ~_ College -Station, Texas 77840 '" 4 - _-- .. 11-9-89 Date fie~s no ob'ection to the location on the right•of- fihe State Department of Highways and Public Transportation o 1 . fine as shown by accompanying draw,ngs and notice dated way of your proposed Water.. .. excepiasnoted blow. 3-23-E ... • n of Hi fiwa and .::Public Transportation .does not .purport, It ~s expressly understood .that the.. State Departure t 9 ~ her understood that ihe• ht claim title, or easement in or vpon this highway, and tt ~s f urt . hereby, to grant any r g , and Public Trans rtaUon may cequice the owner. to relocate this I~ne, subject to State Department of Highways P~ '~ rovisions of governing Iaws, by giving thirty X34) days wr~ttcn noUC.e. P • meet of an routine or periodic maintenance which ~lou arc requested to notify this afficc prior to comm~nc~ ~ • • ns for the extent and within the hi hwa rght•of-way, so that we may provide spec~f ~catto requires prunrng of trees 9 Y • ~ f ~uu aintin tuts and dean•up. These specifications methods to govern to tnmmtng, toPP~n9• t,rK balance, type. o • P 9 r ducn dama e ouf considerable nvcstm~nt in highway.-plantcng and beautrfitat~on, bye g 9 •arc inttndtd to pceservc dui to trimming. ~ ~ .. { hwa and ad vale roY~s~ons must be made to cause minimum The ~nstallat~on shall not damage-any part of the hag y _ ~ P • - wn~rs. In the eventthe owner fails to comply with any or all of the inconveniences to traffic- and adjacent property o . uch action as it deems appropriate to compel compliance. requirements as set forth h~re~n the State may takc s .. ' ' ' Il be 22' for ower lines and 18' for communications M~n~murn dearantes above the roadway f or atrial utrltt~es sha p .. lints. FORMS: 17-68 17-88, 17-95, ~~-9~~ and Form 1033. ~ I .. SEE ATTACHED ~ ,Special Provrsio~s: 1 '' telephone 409-178-8054. Please notify Delmar L .:Smith hat we nta have a re resentative at least. fart •ei ht ~45~ hours prior to startEng construction of the line tr- order t Y Y 9 present. . State Department of Highways ~ ~- and Public Transportation F . ______ 6y• ~;~~~x ~istriCt No. 17 Supvr Resident Engineer j l ,.