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HomeMy WebLinkAboutMiscellaneous06x'2011996 .15:32 14096969752 URBAN DESIGN GROUP URBAN DESIGN GROUP 909 SOUTHWEST PARKWAY, S IT P.O. BOX 10153 COLLEGE STATION, TX 778 2 FAX COVER SHEET ~1 zo- ~' ~ TODAY'S DATE: toT TO: COMPANY: ~! ~ r FAX NUMBER: PAGE 01 E v, 1 r~~ SENT BY: ~ COMPANY: URBAN DESIGN GROUP/COLLEGE STATIO; FAX: (409) 696-9"752 PHONE: (ao9j 696-9653 ORIGrINAL MAILED? [ ]Yes (] No COMMENTS: PL^~ LET f"t~ Jk.~+~b''-J 1 ~r ~~ '~ NUMBER OF PAGES ~ (includi~g cover] 0612011996 15:32 14096969?52 URBAN DESIGN GROUP PAGE 02 y~~Y s//: id 5. The Parties agree that McDOWELL install gas, water, sewer, telephone, drainage ,and e eery fo,r the development of the remaining Lot A-1 ps in Exhibit A parallel to Welsh Street on the boun.i Street and along the eastern boundary line of the prol to the boundary I~ne, in a width satisfactory to the Cit no unreasonable interference with the drainage shad 6. Each party reserves the right to use Access Easement for the purpose of installing,. using, ing thereon, underground easements for utilities of a ho permanent interference with the use of the F,M. 2 therefrom, 7. Each -party covenants and agrees not use of the Easements and each party .exercising agrees to exercise: same without material mterferenc conducted on the other party's property, No vehi~ stand in or along the Easement areas in such a wad Easements for vehicular or pedestrian travel. ., .: SAD. nd WOODS may construct and ~ctrical Fines that may be neces- rcei across the property depicted 3ry line of the parcel and Welsh.. >erty depicted in Exhibit A parallel of College Station, provided that ~esult therefrom. he subsurface of the F.M. 2818 maintaining, repairing and replac- I kinds and descriptions, provided 318 Access Easement shall result ~ to interfere with the other party's any covenants contained herein with the business activities being es .shall park or be permitted to as to interfere with the use of the fi, During the term of this Agreement, it is he intention of the Parties that the Easements, covenants and restrictions shalt .be app rtenant to the ownership and shall run, with the .land and be binding upon and inure to i e benefit of the successors in title of the respective Parties and .their respective heirs, successors, employees, business invitees, customers and guests. 9. Each party. shall be responsible for tl~e payment of any and all taxes assessed against their respective properties andlor t e interests held by them. 10. Whenever a, party is entitled to be rei this Agreement, interest shall begin to accrue on tF not paid wit~~in twenty {20) days after written demand 11. This Agreement, executed in conjunct Brazos County Clerk's l=iie No, of the Texas, and. executed on the same date, including all hereby expi essly made a 'part hereof for all purpose. and understanding between fhe Parties with regard Parties sha11 not he bound by ar liable. for any st inducement, understanding or undertaking of any subject matter hereof set forth or provided for herein. nbursed by the other party under reimbursable amount if same is therefor, at the legal rate. ~n with the Gift Deed filed under )fficial Records of Brazos County, :xhibits attached hereto which are constitutes the entire agreement o the subject matter hereof, The Cement, representation, promise, ind or nature with regard to khe 12. This Agreement was executed in the State of Texas and shall in all respects be governed by, interpreted, construed an enforced in accordance with the laws thereo`. 13. Notices shall be given as provided he ein to the designees listed below and shall be deemed to have been duly delivered if hand delivered or sent United States certified mail, return receipt requested, poste e prepaid to: ~a) if to N1cDOWELL and WOODS: 2114 Southwood Drive College Station, Texas 77 40 (b) if to COLLEGE STATION: City of College Station Attn; City Attorney P.O. Bcx 9960 .College Station, Texas 77 42-9960 The above-fisted names, titles, and addresses of either .Party may be changed by written notification to the other. 14. The .obligations herein assumed are Parties hereto, their, successors in interest and, their assigns. lely for the us© and benefit of the ere permitted or provided herein, -3- ji/e/j u n e 9S/eree.r a cc 07/0695 061201'1996 15:32 14096969752 -. ~ UI?B~N DESIGN GROUP `~ fI ~ f jJ _y ~t~ ~~ ~ ~y , ~~ ~G~l~l ttu~ ~ ~ ~~ ~~yl ` ~ ~~ ~ ~~ LL-- ~ s~ 4 b.~ti°~- ~, ~ ~ ~ ~' . ~ ~ ~ ~ ti~ ~ ~ ~ 1~ ~'~ ,~ ~ ~ ~ ;via-~;~..~ ~ ti .1 ~' -~~ , _~ _' ~r ~ -- -~..~ ~.ow,4y G~~~rh ~ a ~~ 0 ~~~~ :~~~ ~ ~_ ~~ '~$° Z, 9. ~S, a 1~.~ ° -~ ~~'"` ~ ~, 05~ ~ ~ ~~ ~ `'Q ~~ ~ ~ ~. t ~~ PAGE 03 ~11Z ~,~ ~6~ `-~--_ ~~ ., i ~. 1 ~. ~'~~~ s ~~ .•:•:•:•:•:•:•:•:•~~:•:•:•:•~• GITI' OF COLLEGE aTAT10N ~. .,.,,,,,,•, ~,,,•,"•~•,•.•,•,•,•,•. .•.•,•.•,•.•,•,..•,• t .. .. •,• aEUELOPMENT SERUIGES _ 4 ^.,.~•,•t•,.`.`•~.,.,.,.t•t.t•t•t.t.t.t•t•t•t•t•`' ItO1 TEXA~a AVE ~~.. t \ttrt•t •Y~k•lrl t~tft•?%\•~ \ tf. t~\ \ t~\ i tr4 t•t.t.t•t..•.•.•t•t•t.t•.•.•.•.•t•t•t.t•t• t ~~~'•'•'•~•~•,•,•,•,•,•,•,•,~"•,•,•,•,`,•,•„•,•,•,•,•,•, • ~ TEXAS 77840 COLLEGE STATION . •.t•t•.•.•t..• ,. : .,././.r,•r•r,•r,•,•,•r,•,•,•,•,•,•r•,•,•,•,•ra•nnr•,•, , ,.t •t•t•t•t•t•t•t•t•t•t•t•t•t•.e•~•t•t•t•t•t•t•t•t•t•t•t•t.t•t•t• To: •~.~ Company: Phone: 'Fax• ~1b~®~ ~~\~ From: ~~~~ca ~~~ Company: Phone: ~ 5 ....Fax: Date: ~(~ ~ ~~~ Pagesincluding this .cover .page: Comments: ~'~ °Q~ 'c~\ ~.. ~''~~~ ', ~~ '.'. t4O9} 764-357© t ,,,. "•` f4d9] 764-3496 FAX •:: JUN 24-'96 11 11 FEMA PROJECT LIERARY @ MEJ ENG.S s ~~ P.1 '' P MiCltaet 88Ker Jr.. tnc. __ =001 E;sennower avenee.._.:e a:,'- ~~ `" ~~ =~~e7[8nOtt8. Y~rStn~a ~c"30a+ .~ ; 031460-8800 tAx G703)_960.3t25 .,i\~` L~ bRw~.Y ~'~~ ~7~'3) 3 Z~! -3023 FAX TR,4NSMlTT~4L COVER SNEFT QATF: ~A ~ 02~,( ~ q~ T0: FIRM: FAX: #: ?~ ~{- ._ FROM: FARM: MICHAEL BAKER. JR., iNC. THiS fAX CONSISTS OF ~ PAGES, INCLUDING TFIlS SHEET, cam 70. o~ SPECIAL 1NSTRUCTiONS: JUN 24 '96 11 11 FEMA PROJECT LIERARY @ MEJ ENG.S P.2 G~u~-c o?~ l9gly -~rsf Gla,t-L m~i,.~ ~,~n~d-~ ~./au ~v-~c~ ate-. aCccn~.t.~~ ~~~~~~~~ ...S,et,,c,,rc- ymvL ~,oi~e . p~ mu.~~?i~ca~iL u~v~-ten '~o p(a t'S d~ /16~,'~~a-~rOy( -~ JUN 24 '96 11 11 FEMA PROJECT LIERARY @ MEJ EN6.S P•.3 1'AY41E~lT P ~~D t,R Checks or money order m«st be made out to tha LL~i. ~ONA1, F~„OO~nrTSiFRStyr't: PROGRAM and mailc~ to: FEDERAL EMERGENCY MANAGII'~H? ~.GENCY Fee Coliec[fon System ~dmiai~trator P.O. Boz 398 Merriteld, Virginia 22IIb Pleasa include tha case number an your check or money. order. If you wish to expedite the re~eeipt of your'cherk or money order, you may send it overnight by the carrier of your choice to the following addreu: Ms. Odettt Anderson ~Io Dewberry & Davis 3rd Floor, ME'TS $401 Arlington Bouieward Fairfaa, Virginia 22031 If you wish to pay by credit card, please campiest she form below and sa,d it io either of the addresses noted above, err fax Ms. Anderson at (703) 849-0282. CREDIT £~RD INFORMATION Name as it Appears on Credit Card: Mailing Address for your reczipt: Daytime ?elephoae No.: '" -~ ~°IC~ Case ~ ~ I ~D ~ (o / ~ ~--- VISA Q MASTERCARD AMOUNT PAID: -70.07 CREt3Pt' CARD ~: ~ ~ ~ ~ ~ t".l EXP. DATE: SiGNA' DATE: ~~-~ .____ Urban JJesign Group May 29, 1996 Veronica Morgan, P.E. Assistant City Engineer Dept. of Economic & Development Services City of College Station P.O. Box 9960 College Station, Texas 77842-9960 Re: Library Replat Dear Veronica, r ~~- ,,ti -..a «TO have: s,thmitted the replat -for the proposed College Station Library, and at your suggestion, reviewed the lc ~^~. of the. floodway. In looking at the existing available information, it appears there may be a number of ways to interpret the location of ..the floodway -shown: on the FEMA .map. We believe the method used is the most appropriate given the accuracy of the FEMA map. To put it into perspective,. there are significant differences in the. distances measured between identified points on the FEMA map, and distances measured of the same points located in the field. For instance, the distance from the centerline of the creek to the northern property line measured from the FEMA map is 635 feet . The distance from the centerline of the creek`to the northern property line measured in the ^j~ field is 387. oking at the FIA study for this are e width of the floodway at the west property line of tract Al is N ~~ 2.72 cet. The FEMA map measure 272 eet at this location. At the west end of the property the dplain and floodway distance to the c erline of the creek ;(according to the FEMA. map), is 535 and 245 feet, respectively. This gives a ratio of 45:79%. Knowing the field measurement from the floodplain to the centerline of the creek, the floodway is 45.7 5~f that distance. Therefore, at the west end of the property, the floodway is 165 feet from the centerline of the creek. a`o1, We used this same proportioning system to identify the floodway. at other locations on the property. At the east :end of.the property, the FEMA map shows the centerline of the creek. meandering to the edge of the floodway. Both the field work and the City topographic maps do not indicate the meandering of the creek in this location. Therefore, at this end, we assumed the centerline of the creek was in the middle of the floodway, and took our measurements accordingly. Please call me should you desire to discuss further. Sincerely, Deborah L. Keating, P.E. Partner, Urban Design Group Encl.: (1) FEMA Map (2) FIA Study cc: Brett. McCulley Shirley Volk Post Office Box 10153 College Station, Texas 77842 409 . 69 6.9653 0 \\ _,~ ~ w rC N ? ~ O ~?' ~O O O O 1~ M I~ N O~ O~ O~ O~ W C T 000 ~--~ 00 r-~ ~~--X00000 000 U z H z 0 H ~+ 3 ~ N n ~ ~ v1 O~ M O~ ~ M. tl1 00 ~O M M O~ ~' M M t~ I~ N ~D 00 n a\ ~' 00 ~ r-1 ~O op O~ O ' ' W H C rn O O ul ~O ~D.,~o ~D ~.~ n ~ 00 00 } ~ irl . q ~„~ 3 ~ Q N M M N N N N N N-.N N N N N N N N O W z w G, U ~r ..,~ FG ( •t oo M ~ u'1 Q~ rn M Q\ ~ O a0 ~ n ~ ~ O C/1 R: . ~ a x] ~ C 3 u. M N 1~ -. ~ N i11 N ~ W M ~. W r-I tf1 I~ 00 O rya !!~ xq V rnoO v~~~~ ~Ocot~~~oooo ~~v~ [~ Q N M M N N N N N N-. N N N N N N N N HO W 3 E-~ R, 3 ~, ~' ~ 00 M ~ ifl ~ O~ O D\ ~ O o0 ~ n. ~ .7 O O H M N (~ ~ N u'1 !~ !~ CO M 00 W r-1 ~f1 I~ 00 O rnOO ~n~o~~ ~~~~~ao00 ~~~ N N N M M N N N N N N N N N N N N ~ L 5+ a ^ W z H G4 z ~ ~ r-1 n iIl ~D ~fl ~1 I~ ~ O~ 00 a0 1~ D\ M ~D ~~ W ~ ~ M ~ N N ~ ~D ~D tf1 1~ N .-'1 r-1 ifl N N M Ww~ ~ G. >+ z o0 op M ~D O ~T r1. ~t v1 r-i t~ O ~D O o~ r-1 t~ ~ a ~ ^ ~ ~ O~ M N if1 ~O ~t r-1 ~ ~D !~ tom. r M W 1 3 0 E-! FC ~ ~f) ~' O O M M ~fl ~D ~ r-1 00 CA N O~ ~' ul q ~ ~...{ E, W [~. _ Q ~ .-1 r--1 ~ r-1 rl N rl O w ~ ~ a ~, v w ~ O O to O O O O M ~7. !~ ~ to U"1 ~O ~O ul 00 V1 O ~ V'1 ~O ~O ~ n tf'1 ~ F ~ '--I r-~ N M N r-1 r-1 M M N W q w H ~ ..~ W. r1 .-I' .-~ Q\ N 7 N N N N r-i N Q~ N N N N N N N N C'J O O ~f1 t!'1 Vl ~O to [O t~ O O O (~ ifl 00 Q~. D1 N M. to r1 M ~O ~ r-1 M 1~ M M N 2 ~D h^ ~ ~ ~ ~t 7 O ~ .-1 ~ O O O O .-1 r-1 r-1 H N M ~ w ~-' V Ca a O C7 O .~ z H ~ r-i E+ U p ~-. ~ ~ W U o ~ ~.x a ~ ~ ~ m v r~ ~ ~ ~ rA ~ ca w w c7 ¢ as U ~ ~ ~ G. cn N ~ ~ ro U cU N (!I , ~ rJ ~ U U ~ U ~ (Z ~ 4-r U ~ 0. ~ .n N rl N U N y.a U S-+ O [A ~ W H oq H 3 Q ~"~ Q ~ ~ Q ~ S-1 3 V 0 ~ O a~ O W J ~ Li.. O ~-I 4.1 y J-~ U N W W ~I N l~ ~d U ~d .n 4-I O N `.~ ~ N ~ O Sa O •rl J .1 ~ l~ N U cb ~ ~ ~ } ~ U S-i b U ~ N •.a Z R1 N ~-1 ~ C7 :J Pq Rf O Q U U. ~ .C ,~ J-~ ~ ,~ 1J Z W 3 3 ~ o ~ ~ N N ~ (~ G u Q 3 Z N N ~ a ~~ ~, v ~ ~ ~ ~ ~ d-I 4-a .-~ .I-~ ~- O O a U ~ Z U U O ~ W U O ~ U N O O U ~ ~ W ~ ~ w ro c d p • N J.J J ' Q N N 1~ , ~ rl rl ~ N ~ •rl •ri N rl W ~ ~-. ~. w o -~ N r~ s W LL TABLE' g ~9 c 0 c~ a~ w surveyors library SURVEYORS TRIBUTARY B Riv Sta = 742. 285 ^ -- Ground Bank Sta 280 275 270 265 260 255. 250 -200: 0 200 400 600 800 1000 Station (ft) .~ . , newlibrary FEMA TRIBUTARY B CROSS SECTION Riv Sta = .95 285 ^ Ground Bank Sta 280 275 270 c~ a~ w 265 26C 25F 25( -200 0 200 400 600 800 1000 Station (ft) PRELIMINARY ENGINEER'S ESTIMATE* COLLEGE STATION LBRARY WATER IMPROVEMENTS N0. DESCRIPTION UNIT QTY. UNIT COST TOTAL COST 1 12" P.V.C. C-900 Water Line L.F. 810 518.00 514,580.00 2 12" Gate Valve & Box E.A. 2 5800.00 51,600.00 3 Install STD. F.H. & Assembly E.A. 2 51,500.00 53,.000.00 4 11 1 /4 MJ Bend E.A. 1 5250.00 5250.00 5 12" Plug E.A. 1 5250.00. 5250.00 6 12" Ductile L.F. 16 528.00 5448.00 7 11 1 /4 MJ Bend E.A. 1 5250.00 5.250.00 8 8" Plug E.A. 1 5250.00 5250.00 9 .Trench Safety L.F. 800 . 52.00 51,600.00 10 Revegetation (Seeping) S.Y. 350 50.25 587.50 TOTAL COST 522,315.50 Page 1 UDG Urban Design Group P O Boy 10153 College Station Texas 77842 Phone: (409) 696-9653 Fax: (409) 696-9752 TRANSMITTAL LETTER TO: Sh.~.rley Vo7,k Deyelopm:ex~t Reue~nt Cogrdinatox FROM: Debbie Keating ~: Libx ary .Rep ~, a;t DATE: Mai 2 9 , T 9 9 6 please find : C~ attached ^ as requested ^ original sent via mail ^ for your information ^ plans ^ for your files ^ specifications ^ for your approval ^ other ~1 for your review COMI~~NTS: here is the reu`ised: p~,at s:ubmtted,: fox staff re~tie~z ~ ~,],so ir~c~,uded: are the red~,ne comments from:; V~xon;Ca Paes;se but us on the... agenda< a:..f s,~Z is` in, c?~dex ~ Cons:truct.on p7,ans aye a];xea;dX u~,dex re~ie~r. 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W W U w W m Y W W V W W 00 3 Q O O a w } ~ V Z Q ~ ~ Q z C7 I-"- W ~ ~Q U V o 0 z a ~ ~ ~ ~: ~ O O C w N ~' Q zl li. Q M~ -' ~ .•• ~' w w w TABLE __.~__ ~, 0 Urban JJesign Group. Veronica Morgan, P.E. Assistant City Engineer Dept. of Economic & Development Services City of College Station P.O. Box 9960 College Station, Texas 77842-9960 Re: Library Replat Dear Veronica, May 29, 1996 We have submitted the replat for the proposed College Station Library, and at your suggestion, reviewed the location of the floodway. In looking at the existing available information, it appears there may be a number of ways to interpret the location of the floodway shown on the FEMA map. We believe the method used is the most appropriate given the accuracy of the FEMA map. To put it into .perspective, there are significant differences in the distances measured between identified points on the FEMA map, and distances measured of the same points located in the field. For instance, the .distance from the centerline of the creek to the northern property line measured from the FEMA map is 635 feet . The distance from the centerline of the creek to the northern property line measured in the field is 387. In looking at the FIA study for this area, the width of the floodway at the west property line of tract Al is 272 feet. The FEMA map measures 272 feet at this location. At the west end of the property the floodplain and floodway distance to the centerline of the creek ,(according to the FEMA map), is 535 and 245 feet, respectively. This gives a ratio of 45.79%. Knowing the field-measurement from the floodplain to the centerline of the creek, the floodway is 45,795 of that distance. Therefore, at the west end of the property, the floodway is 165 feet from the centerline of the creek. We used this same proportioning system to identify the floodway at other locations on the property. At the east end of the property, the FEMA map shows the centerline of the creek meandering to the edge of the floodway. Both the field work and the City topographic maps do not indicate the meandering of the creek in this location:. Therefore, at this end, we assumed the centerline of the creek was in the middle of the floodway,. and took our measurements accordingly. Please call me should you desire to discuss further. Sincerely, ~~~. ~i Deborah L. Keating, P.E. Partner, Urban Design Group Encl.: (1) FEMA Map (2) FIA Study cc: Brett McCulley. Shirley Volk Post,Office Box 10153 .College Station, Texas 77842 409 • 69 6 • 9653 From: Veronica Morgan To: SVOLK Date: 6/20/96 10:40am Subject: The Library Plat -Reply -Forwarded -Reply yes, it stayed the same on the plat. i am working with fema. now to get them to send us their cross section data for that cross section at welsh. from that we I'; will have to decide if we want to send in a lomr ornot...or do other improvements to move the. floodway line. from talking to fema thus far they think the floodway being skewed as much as it is, is correct. i.e. the drive access is in the floodway and we will have to go ask for a variance or mitigate somehow. is that enough for now? »> Shirley Volk 06/18/96 10:39am »> V: Can you answer Brett's question? I think the answer is "NO", it hasn't changed, but that the City is considering doing something to aleviate the problem so Ray can have his driveway at the same location, but PYn not sure! These "engineering things" tend to confuse me sometime! CC: City of College Station.Utility Services Center(BM... From: Brett McCully To: City Ha11.SVOLK Date: 6/18/96 9:42am Subject: The Library Plat Reply At this point, If the floodway on the,plat is the same. as at PRC, then Pll bet lunch that ray does not know that, and that he'll never close on the resulting lot because so much of his formerly buildable lot is now unbuildable (as in really messes up his site plan). Has debbie come in with a new floodway determination? This is a key question that will decide if the plat goes ahead! »> Shirley Volk 06/18/96 09:26am »> Debbie Keating called me today and said the closing on the property we're selling to,Ray Hansen keeps changing, and now is scheduled for next week. Her question is, do we want to have him sign the plat. now as the owner of that lot and simply hold it and not file it until he is actually the owner, or what?!? I told her Pd check to see what your preference is. I doubt we actually care, except whoever signs it is swearing that he is the owner! CC: City Hal1.NTHOMAS, City Hall.SHOMEYER, City Hal1.V... From: Jim Callaway To: SHOMEYER Date: 1/7/97 9:25am Subject: C.S. .Library final .. ~~ ~. , plat -Reply -Reply Does this mean that the plat needs to have a change made by the engineer's draftsman to meet conditions of approval or does it mean that the plat needs to go back through the process???? »> Steve Homeyer 01/06/97 03:01pm »> The other item that remains is the shared access easement for the C-store and the library. The dimensions for this easement have changed. »> Natalie Thomas 01/06/97 02:21pm »> Will you please look around your office to see if you have the final plat file for the Library (file #96-214)? Shirley asked me to do some research on this plat and I cannot find .the file. This plat has NOT been filed. I'm only sure of one thing that needs to be taken care of before the plat can be filed and that is to resolve the floodway location and reflect the correct location on the plat. (I'm not sure what else needs to be taken care of and I won't know until I find the file.) Thanks for your help! CC: svolk w jf~ ~t~~ ~-~- ~0 %y~J ' ~~,~ From: Brett McCully To: CITY HALL(NTHOMAS) Date: 1/6/97 6:29pm Subject: C.S. Library final plat -Reply I know that we need to: 1. finalize the floodplain, and more importantly the floodway, and we also need to: 2. eliminate an easement across lot 2 3. enlarge the access easement on FM2154 at this point we are authorizing the floodway study (after finally getting the contract signed) and will bring the results up once we get them C-ya when we get back! »> Natalie Thomas 01/06/97 02:21pm »> Will you please look around your office to see if you have the final plat file for the Library (file #96-214)? Shirley asked me to do some research on this plat and I cannot find the file. This plat has NOT been filed. I'm only sure of one thing that needs to be taken care of before the plat can be filed and that is to resolve the floodway location and reflect the correct location on the plat. (I'm not sure what else needs to be taken care of and I won't know until I find the file.) Thanks for your help! CC: klaza ®®~ ~O Development Sergi ices City of College Station. P.o. Bo.9960, College Station, T3~ 77842-9960 FAX 2 c,Sc~ ~. ~ - ~S i t ;~- ~~o Date: Z - z~_ ~ ~ Number of pages including cover sheet From: ~J'?~U~= c~C~~ZZ Phone_ (409) 764-3'70 Fay phone' (409) 764-3496 REMARKS: ^ Urgent Q~~or your review ^ Reply ASAP ^ Please comment ~~.c "ACAS - sty -7~- ,~.. ,~- `~4c~t~ ~ sJ~Z.:~=~ -~ Z --r- - ~c_'S C ~ t ~ I ~ ~1 S OF' ~~/L- ~ 64 ~ (_C.-'S C~ I U c" rx ~: l~ s-~~ ~~~~ ID Number We.ls(~ 6~rve~ Drainage # ~~ Piers # of Piers in Section: ~ 2 3 4 Centerline Upstream (ft) - [C : ~ ~6 • s i ~ O. S Centerline Downstream ft) - C '. ~ ~ ~ ' S ~, i 3 S Upstream Pier Width (ft) - [P]: a ~. S ~ • S b c d Elevation (ft) - [Q]: a b d Downstream Pier Width (ft) - [P]: a /' S ~ ~ S b c d Elevation (ft) - [Q]: a Q %~ / b c a Oeck & Roadway Yes No Is there a 6 inch curt on the roadway? If not how tall is it? Distance (ft) - [D]: y-S' ~ ys ~ Width (ft) -[W): ,9 ',,, ~ /~ ~ ~ Height to Barrel - [Z]: ~~ `' '"' O, S ~ Elevation at Roadway (ft) - (E}: lr~, i ~ Depth (ft) - [R]: (, - S ~• S Invert Elev (ft) - [E-R]: i z 6 6 : ~ ~~ ~ ,, v l- ~ z ~ ~ J V' A~ ~~~~ ~ `~ F ~L ~ ~ ~ ~~ A~~ J 'N~v ~~~~ '~ 1 ~ ~ i ~ J ~~ 3~ ~ ~ ~ ~~ ~~ J ~ `l ~ ~ L ~ y ~ ~~ J ~l1 ~U~ -~ F ;, c~ ~1°pSS <~C.l `~ ~/~l l~~ C i r~ Gr or ~, { ~ I p~ ~,t,~ V~I"'~ CULVERT./ STORNIDRAIN /DECK & ROADWAY 9 ,~ Crass Se.,~~; on w ~~~ 2-- ~ ~ ~,~'S ' ~ ~ o ~ ~ 0 Cvt Yorks PIER /DECK & ROADWAY c, ~~ n2/2a/s7 11:18 ^409 764 3496 DEVELOPMENT SVCS [~ ool ~:~~~::x*:~~x~x::~~~xx~~:~x:x~~:~*x:x~~:~x~~ ~x::x ACTIVITY REPORT ~::~:~ :~~::~~~:x~~:~cx:*~~cxc~~~~~:~~~~;~c~e*~~ TRANSMISSION OK TX/RX N0. 9099 CONNECTION TEL 18173355070pp396 CONNECTION ID START TID~IE 02/24 11:17 USAGE TIME 01'45 PAGES 4 RESULT OK