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Home My WebLink About13 Development Permit 559 Eastmark Subd Ph II FillK LHNG ENGHNEERING & SURVEYING Cons ulting Engineers • L~nJ Surveyors 4103 Texas Avenue, Suite 212 Bryan, Texas 77802 Post Office Box 4234 Bryan, Texas 77805 Telephone 409/846-6212 Fax 409/846-8252 B.J . Kling, P.E., R.P.L.S. S.M . Kling , R.P.L.S . WATER SEWER SIDEWALK ENGINEERS ESTIMATE Water & Sewer Improvements & Sidewalk Construction for Block "E", Eastmark Subdivision Provide service to Lots 16, 24, 26 and 27 with 1 % " Type K copper tubing with ball valve: $200/Service x 4 Lots = $ 800.00 Plug unused service to Lots 17, 27, 28, 38 and 40 at the main waterline: $200/Service x 5 Lots = $1000.00 Provide service to Lot 25: $20/LF x 20 ft. = $ 400.00 4" Reinforced concrete sidewalk along Cypress Drive: $9890.00 K LING E NGHNEERING & §URVEYHNG C ons ulti n g Enginee rs • L~nd Sur v e y o r s 4103 Tc:xas Avenue:, Suite: 212 Bryan, Tc:xas 77802 Post Office: Box 4234 Bryan, Tc:xas 77805 Tc:lc:phonc: 409/846-6212 Fax 409/846-8252 B.J. Kling, P.E., R.P.L.S . S.M . Kling, R.P.L.S . WATER SEWER SIDEWALK ENGINEERS ESTIMATE Water & Sewer Improvements & Sidewalk Construction for Block "E", Eastmark Subdivision Provide service to Lots 16, 24, 26 and 27 with 1 % " Type K copper tubing with ball valve: $200/Service x 4 Lots = $ 800.00 Plug unused service to Lots 17, 27, 28, 38 and 40 at the main waterline: $200/Service x 5 Lots = $1000.00 Provide service to Lot 25: $20/LF x 20 ft. = $ 400.00 4" Reinforced concrete sidewalk along Cypress Drive: $9890.00 • K LHNG ENGHNEERHNG & §URVEYHNG Consulting Engineers • L~nd Surveyors 4103 Texas Avenue, Suite 212 Bryan , Texas 77802 Post Office Box 4234 Bryan , Texas 77805 Telephone 409/846-6212 Fax 409/846-8252 B.J . Kling, P .E., R.P.L.S . S.M. Kling, R.P.L.S . WATER SEWER SIDEWALK ENGINEERS ESTIMATE Water & Sewer Improvements & Sidewalk Construction for Block "E", Eastmark Subdivision Provide service to Lots 16, 24, 26 and 27 with 1 % " Type K copper tubing with ball valve: $200/Service x 4 Lots = $ 800.00 Plug unused service to Lots 17, 27, 28, 38 and 40 at the main waterline: $200/Service x 5 Lots = $1000.00 Provide service to Lot 25: $20/LF x 20 ft. = $ 400.00 4" Reinforced concrete sidewalk along Cypress Drive: $9890.00 ·'·· f the greenery -------------the landscape management co. August '")C" .:...J, 1993 f'lr. Paul Clar-ke Clar-ke & Wyndham Pr-oper-ties 3608 E. 29th St. Suite 100 Bryan, Texas 7780 2 Dear Paul, This letter-is to confirm the cost estimate for installing the tr-ees specified on the "streetscape" plan for your Eastmark Subdivision, phase II plat. Cost for materials, labor to install, and sales tax will be $4,500.00. Please note that this cost r-eflects installation only and no ongoing maintenance, including watering. It is very vital that a usable water-sour-ce and a plan for-irrigation of the new trees be in place prior-to the trees being installed. Sincer-ely, ~~ David Brochu cc: Jane Kee City of College Station 1512 cavitt st., bryan , texas nso1 (409) 823-7551 n~ ~1~ ")l\0 ~ -\5J '?.Y) • ~ 0cn(c<) KL[NG ENG[NEERING & §uRVEY[NG Consulting Engineers • L-?-nd Surveyors 4103 Texas Avenue, Su ite 212 Bryan, Texas 77802 Post Office Box 423 4 Bryan, Texas 77805 Telephone 409/846-62 12 Fax 409/846-8252 B.J . Kling, P .E., R.P.L.S . S.M . Kling , R.P .L.S . WATER SEWER SIDEWALK ENGINEERS ESTIMATE Water & Sewer Improvements & Sidewalk Construction for Block "E", Eastmark Subdivision Provide service to Lots 16, 24, 26 and 27 with 1 % " Type K copper tubing with ball valve : $200/Service x 4 Lots = $ 800.00 Plug unused service to Lots 17, 27, 28, 38 and 40 at the main waterline: $200/Service x 5 Lots = $1000.00 Provide service to Lot 25 : $ 20/LF x 20 ft . = $ 400.00 4" Reinforced concrete sidewalk along Cypress Drive: $9890.00 KLilNG ENGilNEERilNG & §URVEYilNG Consulting Engineers • L~nd Surveyors 4103 Texas Avenue, Suite 212 Bryan, Texas nso2 Post Office Box 4234 Bryan, Texas nsos Telephone 409/846-6212 Fax 409/846-8252 B.J . Kling, P .E., R.P.LS. S.M . Kling, R.P.LS. WATER SEWER SIDEWALK ENGINEERS ESTIMATE Water & Sewer Improvements & Sidewalk Construction for Block "E", Eastmark Subdivision Provide service to Lots 16, 24, 26 and 27 with 1 % " Type K copper tubing with ball valve: $200/Service x 4 Lots = $ 800.00 Plug unused service to Lots 17, 27, 28, 38 and 40 at the main waterline: $200/Service x 5 Lots = $1000.00 Provide service to Lot 25: $20/LF x 20 ft. = $ 400.00 4" Reinforced concrete sidewalk along Cypress Drive: $9890.00 KLING ENGINEERING & SURVEYING Consulting Engineers • L'\lnd Surveyors 4103 Texas Avenue, Suite 212 Bryan, Texas 77802 Post Office Box 4234 Bryan , Texas 77805 Telephone 409/846-6212 Fax 409/846-825 2 B.J . Kling, P .E., R.P .LS. S.M . Kling , R.P.L.S. WATER SEWER SIDEWALK ENGINEERS ESTIMATE Water & Sewer Improvements & Sidewalk Construction for Block "E", Eastmark Subdivision Provide service to Lots 16, 24, 26 and 27 with 1 % " Type K copper tubing with ball valve: $200/Service x 4 Lots = $ 800.00 Plug unused service to Lots 17, 27, 28, 38 and 40 at the main waterline : $200/Service x 5 Lots = $1000.00 Provide service to Lot 25: $20/LF x 20 ft. = $ 400.00 4" Reinforced concrete sidewalk along Cypress Drive: $9890.00 KLING ENGINEERING & SURVEYING Consulting Engineers • L-;tnd Surveyors 4103 Texas Avenue, Suite 212 Bryan, Texas 77802 Post Office Box 4234 Bryan, Texas 77805 Telephone 409/846-6212 Fax 409/846-8252 B.J . Kling, P.E., R.P.L.S . S.M. Kling, R.P .L.S. WATER SEWER SIDEWALK ENGINEERS ESTIMATE Water & Sewer Improvements & Sidewalk Construction for Block "E", Eastmark Subdivision Provide service to Lots 16, 24, 26 and 27 with 1 Ya" Type K copper tubing with ball valve: $200/Service x 4 Lots = $ 800.00 Plug unused service to Lots 17, 27, 28, 38 and 40 at the main waterline: $200/Service x 5 Lots = $1000.00 Provide service to Lot 25: $20/LF x 20 ft . = $ 400.00 4" Reinforced concrete sidewalk along Cypress Drive: $9890.00 · KLING ENGINEERING & SURVEYING Consulting Engineers • L{lnd Surveyors 4103 Texas Avenue, Suite 212 Bryan, Texas 77802 Post Office Box 4234 Bryan, Texas 77805 Telephone 409/846-6212 Fax 409/846-8252 B.J. Kling, P.E., R.P.LS. S.M. Kling, R.P.L.S. WATER SEWER SIDEWALK ENGINEERS ESTIMATE Water & Sewer Improvements & Sidewalk Construction for Block "E", Eastmark Subdivision Provide service to Lots 1 6, 24, 26 and 27 with 1 % " Type K copper tubing with ball valve: $200/Service x 4 Lots = $ 800.00 Plug unused service to Lots 17, 27, 28, 38 and 40 at the main waterline: $200/Service x 5 Lots = $1000.00 Provide service to Lot 25: $20/LF x 20 ft. = $ 400.00 4" Reinforced concrete sidewalk along Cypress Drive: $9890.00 ·.· · KLING ENGINEERING & SURVEYING Cons ulting Engineers • L{lnd Surveyors 4103 Texas Avenue, Suite 212 Bryan, Texas 77802 Post Office Box 4234 Bryan, Texas 77805 Telephone 409/8466212 Fax 409/846-8252 B.J . Kling, P .E., R.P.L.S. S.M. Kling, R.P.L.S. WATER SEWER SIDEWALK ENGINEERS ESTIMATE Water & Sewer Improvements & Sidewalk Construction for Block "E", Eastmark Subdivision Provide service to Lots 16, 24, 26 and 27 with 1 Ya" Type K copper tubing with ball valve: $200/Service x 4 Lots = $ 800.00 Plug unused service to Lots 17, 27, 28, 38 and 40 at the main waterline: $200/Service x 5 Lots = $1000.00 Provide service to Lot 25: $20/LF x 20 ft. = $ 400.00 4" Reinforced concrete sidewalk along Cypress Drive: $9890.00 . K LllNG E N G INEERING & SURVEYING C onsu l t ing Engineers • L{lnd S urveyor s 4103 Texas Avenue, Suite 212 Bryan, Texas 77802 Post Office Box 4234 Bryan, Texas 77805 Telephone 409/846-6212 Fax 409/846-8252 B.J . Kling, P .E., R.P.LS. S.M . Kling, R.P.LS . WATER SEWER SIDEWALK ENGINEERS ESTIMATE Water & Sewer Improvements & Sidewalk Construction for Block "E", Eastmark Subdivision Provide service to Lots 1 6, 24, 26 and 27 with 1 % " Type K copper tubing with ball valve: $200/Service x 4 Lots = $ 800.00 Plug unused service to Lots 17, 27, 28, 38 and 40 at the main waterline: $200/Service x 5 Lots = $1000.00 Provide service to Lot 25: $20/LF x 20 ft. = $ 400.00 4" Reinforced concrete sidewalk along Cypress Drive: $9890.00 · KLKNG ENGINEERING & SURVEYING Consulting Engineers • L~nd Surveyors 4103 Texas Avenue, Suite 212 Bryan, Texas 77802 Post Office Box 4234 Bryan, Texas 77805 Telephone 409/8466212 Fax 409/846-8252 8.J. Kling, P.E., R.P.LS. S.M. Kling, R.P.LS. WATER SEWER SIDEWALK ENGINEERS ESTIMATE Water & Sewer Improvements & Sidewalk Construction for Block "E", Eastmark Subdivision Provide service to Lots 16, 24, 26 and 27 with 1 Y2" Type K copper tubing with ball valve: $200/Service x 4 Lots = $ 800.00 Plug unused service to Lots 17, 27, 28, 38 and 40 at the main waterline: $200/Service x 5 Lots = $1000.00 Provide service to Lot 25: $20/LF x 20 ft . = $ 400.00 4" Reinforced concrete sidewalk along Cypress Drive: $9890.00 ·.· · KLING ENGINEERING & §URVEYING Consulting Engineers • L(lnd Surveyors 4103 Texas Avenue, Suite 212 Bryan, Texas 77802 Post Office Box 4234 Bryan, Texas 77805 Telephone 409/846-6212 Fax 409/8468252 B.J. Kling, P .E., R.P.LS. S.M. Kling, R.P .L.S . WATER SEWER SIDEWALK ENGINEERS ESTIMATE Water & Sewer Improvements & Sidewalk Construction for Block "E", Eastmark Subdivision Provide service to Lots 1 6, 24, 26 and 27 with 1 % " Type K copper tubing with ball valve: $200/Service x 4 Lots = $ 800.00 Plug unused service to Lots 17, 27, 28, 38 and 40 at the main waterline: $200/Service x 5 Lots = $1000.00 Provide service to Lot 25: $20/LF x 20 ft. = $· 400.00 4" Reinforced concrete sidewalk along Cypress Drive: $9890.00 I I 1' .. . ,·~ _,.. · . ._..,. August 6, 1993 Municipal Development Group 203 Holleman Dr East College Station, TX 77840 Attn: Greg Taggert Dear Greg, Attached is a checklist for the Eastmark Phase II fill application . Those items marked with an "X" need to be submitted with your re-submittal. As I told you over the phone, probably the most important note is that the City wil l not accept floodplain reclamation or fill permits within the Wolf Pen Creek Corridor site plan along with the app lication for th e Design R eview Board to review. If I can be of any further assistance please do not hesitate to ca ll. Sincerely, Veronica J.B. Morgan Asst. to the City Engineer attachment cc: Jane Kee David Pullen file .o( ......------ Requirements for Final Drainage Report and Drawings Developement' l(~c:;s,,loQ.Wif...i;v.. ~,.e.Jf 9lemit #• wf-i~ '(l>f- Developer: !U.D C::,-. Submitted By : 1.-{.~'5, ~~~-"--~~~~~~~~~- Address: Address: Phone: Date Submitted: (qcf;) &c:z2-5~'S1 'f 2"1 [<1'3 Date Reviewed: D. Final Drainage Report and Drawin g s 1. The purpose of the Final Drainag e Report is to identi fy and define conceptual solutions t o the problems which ma y occur on site and off site as a result of the development. All reports shall be typed on 8-1/2" x 11" paper and bound together. The report shall include a cover letter presenting the proposed design for review and shall be prepared by a Registered Professional Engineer licensed in Texas. The report shall contain a certification sheet as follows: "I hereby certif y that t his report (plan) for the drainage design of (Name of Develo pment ) was prepared by me (or under my supervision) in accordance with the provisions of the City of College Station Drainage Policy and Desi g n Standards for the owners thereof." Registered Pr o fessional Engineer State of Texas No . (Affix Seal ) 2. Report Contents Th e Final Draina ge Repo r t s hall be in accordance with the following outline and contain the applicable information listed: a . Gen eral Location and )escrip tio n ( 1) Location v a.) Local st r ee t s wit hin and adjacent to the / development b.) Primar y Dr 3 i.:i ;:q e Sy stem drainageways and facilities X c .) Names of surr oundi ng dev elopments 0 1 • \. ' . . • l , c (2) Description of Property )<. a.) Acreage X b.) Land cover >( c .) Primary and Secondary System within the property l /( d.) General project description b. Drainage Basins and Sub-Basins (1) Primary Basin Description drainageways ~.) Reference to Primary Drainage System planning studies such as flood hazard delineation reports, a nd flood insurance rate maps. ~ J ~ b.) Primary Basin drainage characteristics. ( 2) Secondary Drainage Basin Description -Discussion ~ of offsite drainage flow patterns, and impact of VA:-development on existing and proposed pathways to Primary Drainage System . c. Drainage Design Criteria ~/ f..r-( 1) Regulations -Discussion of the optional criteria selected or the deviation from the Standards, if any. (2) Development Criteria Reference and Constraints a.) Discussion of previeus drainage studies for the site in question that influence or are influenced by the drainage design and how the plan will affect qrainage design for the site. x b.) Discuss ion of the drainage impact of site constraints such as streets, existing structures, and deve lopment or site plan. (3) Hydrological Criteria ~ a.) Identify design rainfall ')( b.) Identi fy runoff calculation method ~/tyC.) Identify detention discharge and storage calculation method, if any ~ d.) Identif y design storm recurrence intervals tJ/A.. e.) Discussion and justification of other criteria or calculation methods used that are not presented in or Standards. referenced by the Hydraulic Criteria a.) Identify various capacity references b.) Identify detention/ reten tio n outlet type, if any . .Jj Ac.) Discussion of other drainage facility design criteria used that are not presented in the Standards. d. Drainage Facility Design (1) x )( General Concept a.) Discussion of concept and typical drainage patterns b.) Discussion of co mpliance with off site runoff considerations / c.) Discussion of the content of tables, charts, figures, or drawings presented in the report )( d.) Discussion of anticipated and proposed (2) ~/A N/A drainage patterns. Specific Details a.) Discussion of drainage problems encountered and solutions at specific design points b.) Discussion of detention storage and outlet design, if any X c.) Discussion of maintenance access and aspects of the design e. Conclusions X (1) Compliance with Standards of the City of College Station Drainage Policy and Design Standards >( (2) Effectiveness of drainage design to control damage from stormwater flows ~ (3) Explanation of the effectiveness of existing and proposed improvements with regard to controlling the discharges of the 100 year storm with ultimate development conditions of the secondary system basins affected by the proposed development. --------- - ~ f. References Reference all criteria and technical information used. g. Appendices (Where Applicable) (1) Hydrologic Computations /(..a.) Land use assumptions regarding adjacent properties 1)<( b.) Minor and major storm runoff at specific design points '/... c.) Historic fully developed computations at specific design points )( d.) Hydrographs at critical design points (2) Hydraulic Computations ~/A a.) Culvert capacities ~/A b.) Storm sewer capacity ~/A c.) Street capacity runoff N/A d.) Storm inlet capacity including inlet control rating at connection to storm sewer tJ/A e.) Open channel design ~}~ f.) Detention area/volume capacity and outlet capacity calculations E. Final Drainage Report Drawing Contents 1. Sheet #1 -General Location Map that v/a. Depicts drainage flows entering and leaving the development site; Identifies major construction along path of drainage; ~~~usl~~ w~~~~fthin entire basin; V' d. Is drawn at a scale of l "=500' to l "=2000' . /''.,too 1 2. / Sheet #2 -Floodplain Information a. Copies of existing City of College Station 100-year floodplain maps showing the location of the subject development. I~~ .Q/{.l~ lOO~~ ~ ~be. ~.td 1o b<2e 4 CL c::ov.~ AA~ ~~~ ~ ~ (~crvt~) ~s ~ ~.'-'-~ {b k v~ ~ ~ ~ {)Jj,, l'lQlJ ~ 40\--~ .,, . . . ..,., 3. Sheet #3 Drainage Plan Map(s) of the proposed development at a scale of 1"=20' to 1"=200' on a 24" x 36" drawing shall be included. The plan shall show the fo llowing : ~ a . Exis ting a nd proposed co ntours a t 2-f e et maximum intervals . \/"'b. Property lines, and easements with purposes noted. V c . Streets. ")(. d. Existing drainage fa c i lities, roadside ditc hes, drainageways, gutter f l ow directions, and culverts . All pertinent informati o n such as material, size, c:J- shape, slope, and locatio n shall also be included.~ Overall drainage area bo undary and drainage sub-area boundaries. µ/A f. Proposed type of street f low, roadside ditch, and/or gutter flow directions. r-Jj~ g . Proposed storm sewers a nd open drainageways, including inlets, manholes, cu lv erts, and other appurtenances. )Z h. Proposed outfall point fo r runoff from the developed area and facilities to co nvey flows along the proposed pathways to the final o utfall points in the primary ~IA i. ~/A. j. drainage system with o ut damage to downstream properties, or exceedi ng the capacities of the receiving facilities as ~ef ined in these standards. Routing and accumul a t !.•)n points for the min o r s:;r~ Path(s) chosen . '~ '. ' concentration. )f flows at various critical r unoff. ·::.a mputation of time-of- ~/A_ k. Details of detent i ·Y: ~"~~~t ion storage facilities and outlet works. v 1. ~/~ m. x n. Location and e le\· 1:.: ,-; affecting the pr ope r : .. Location and ele v3c_; .. ~ utilities affected b ~ Routing of offsi ::e development. n= )f all defined floodplains all exis ting and proposed 1::ecting the drainage design. :~1 i nage flow through the TO MUNICIPAL DEVELOPMENT GROUP P.O. Box 9249 203 Holleman Drive East College Station, Texas 77840-9249 (409) 693-5359 Venmi'~ !1/o7NVI DATE Z8 J JOB NO . 2 ATTENTION RE : WE ARE SENDING YOU O Attached O Under separate cover via _________ the following items: COPIES (, 0 Shop drawings 0 Copy of letter DATE c"' rrC-tt t NO. ~Prints 0 Change order O Plans O Samples 0 Specifications h · X-Devcf7rn '-"" f-Pev-11111 '& 4#1/~.,, 1 ~ DESCRIPTION Rf"daM1a f, ~ ~C-,,-os 1 '14'1 CP'Y! f Y-o / P /A/YI , THESE ARE TRANSMITTED as checked ~or approval below : 0 Approved as submitted O Approved as noted 0 Resubmit __ copies for approval 0 Submit __ copies for distribution 0 Return __ corrected prints / O 'For your use O As requested O Returned for corrections O For review and comment 0 ----------------------- O FOR BIDS DUE _________ 19 ___ D PRINTS RETURNED AFTER LOAN TO US REMARKS --------------------------------------- /'F -vo I SIGNED : It enclosures are not as noted, kindly notify us at once. ------------~--- Figuce XU Application Form Development Permit Inside/Outside &tablished Flood Hazard Areas City of College Station, Texas (re: Ordinance No. 1728) Site Legal Description: ,4 I/ BI o ck ''c.'' "'"'cl Pc. r f of Bloc. k '' B "' £as f m~ c k. Sv. h d1'v. '1l= I Architect/ Engineer: H \.\(li c.i p o. \ D e.v.e. I op mer. t C:oro"'F Address: 3b08 EZ . Zct 1-h S+. 1 Bry a.YJ Telephone No.: 841::,-438 4-= Address: z.03 Hol/en1 1frt Dr. l3"q .s f Telephone No.: ~ 9 3 -5 3 5 2 Contr-<1.ctor: Address: ---~~-------------~~---_,...--------~~-Te 1 e phone No.:---------- Date Application Filed: _....;:zo..__s __ ~~"';.o,....,;_/ Y+--q...__3_..,....-___ Approved: ---------- Application is hereby made for th~ following specific waterway alterations: L1'm ,·t ed + nl ,·...,, • of P ".,...+.s o+-+-b i's ±re c;.± "'d)A t:4!n {: +o ±t,~ r.Jol f P ert Cn;e k .Floaol WA)'. ,;l\S 1 Attached as part of this application: O Application Fee O Sign ed CGrtificate 0 Site and Construction Plans, with supporting documentation: two (2) copies of each -gt Other: f(e. c./t:lfm e1.f 1'on epul C:cos=t'o n C 12 .,..-/-nJI Plt:tY/, ACKNOWLEDGEMENTS: ~~ ·~c:--ont-ra-c~to-r--~~-----~-------~------ Date I Date Da te Page 1of2 . ,... Figure XII Continued CERTI FICATI ONS: A I, certify that any nonresidential stru cture on o r proposed to be on this site as part of this application meets flood-proofing requirements as set out in Section of Ordinan ce No. 1728 Architt ct/En gineer Date B. I, certify th a t the finished floor level of the lowest t1oor, including any basement, of an y residential structure as part of this application is or propo sed to be at or above the base flood elevation as established in the latest Federal Insurance Administration flood hazard study and maps, as amended. Architect/Engineer Date C. I, !VoR.161 B. t5qteDetL 1 J,"2,, certify that the alterations or development covered by this permit &Rtill AQt diBliBisR ti:te tle9Q-Gai::ryieg Gapa~ity of ti:ie adJaioiag watermay or ~i;Q&&isg this perfflittee sit~ tuid teat s1::1 ca ahiFJ.ti,nli gr d1welof)me0~ are consistent with requirementS concerning encroachments of floodways and of floodway fringes as illustrated in e latest Federal I urance Studyj o. ~cl o ~ el ,· V\ ",.., c. -c.. l 7 Z B . & ~" 2-~ IC(Cf-3 • D. REVIEWED FOR APPROVAL: ....-~-~....-~~....-~-~....-~ Floodplain Administrator Date AP PROV AL: Special conditions or comments as part of approval : ---------- Pae:e 2 of 2 'f.,.,,.>\df'<W ·doc t::tlll Figure XII Application Form Development Permit Inside/Outside &tablished Flood Hazard Areas City of College Station, Texas (re; Ordinance No. 1728) Site Legal Dc::scription: Al/ BI o c: k. "c'' ct., d p ... rt of Bloc. k '' 8 ,, £as f aza ck. Sv. b d1'v. 1r: I Owner: Ree} tl/churJy Ij L.P. Architect/ Engineer: H IA-0 i dpo. \ D e.v~ I op me"' t bro "'F Address: 3b08 E.. zq rh S+., BryetYJ Telephone No.: 84/o-4 384: Address: z.03 Hol/emgrz Dr. Ci"qs f Telephone No.: ~ 9 3 -5 3 5 C:Z Contca.ctor: Address: ---~~------------~~~ -----------~---Te le phone No.:---------- Date Applic.ation Filed: _ _;;;Z;__S __ ..j;;;;....r.1,_,.....,/....,y_...:.q_3 _ _,,_ ___ Approved:---------- Application is hereby made for th~ following specific waterway alterations: L,'m ,•t ed .f ,·11.·,..,1 . cf r:-o.r+.s o+-t-b,i's ±caw+ -id)A.Cen C fo ±Li~ ~olf P<-a Cr-eek .£(aacJwa)'. 4'.\S Attached as part of this application: O Application Fee 0 Signed Certificate 0 Site and Construction Plans, with supporting documentation: two (2) copies of each ~ Other: Rt::. c./efW? e:r.f1'on gn cl £roct'9rz Cr;vi-fy-o/ P/q11, ACKNOWLEDGEMENTS: 0~'tt!r5 /l'Je.n t: , as ~. hereby acknowledge or affirm that: r;:Y rc---oo-lr-ac~to-r-~~~----~-------~-~--- Date Datt! Date I Page 1of2 , ' r I i Figure XII Continued CERTIFICATIONS: A I, certify that any nonrt:sidential structure on or proposed to be on this site as part of this application meets flood-proofing n:quirements as set out in Section of Ordinance No. 1728 Architc:ct /Engineer Date B. I, certify that the finished floor level of the lowest t1oor, including any basement, of any residential structure as part of this application is or proposed to be at or above the base t1ood elevation as established in the latest Federal Insurance Administration t1ood hazard study and maps, as amended. Architect/Engineer Date C. I, !VoR. n1 73 8"171<WeLL 1 J,~,, certify that the alterations or development covered by this permit &Rall AQt gjmiais:R the fleg'1~i:ryiAg Gapacity Qf d:ie ad:jojnjog watetway Ot c~ssiag this ~fffiiUea sit~ &fta teat &1:1eh ahiF01tio11& or diiwelepe~et are coosist~nt with requiremenrs concerning encroachments of floodways and of floodway fringes as illustrated in e !ates Fe eral I urance Stud o. II\ d o \"' cl •· vt o.., c "'-1 7 Z. 8 . <if' • ~c 2-~ fC(q.3 • REVIEWED FOR APPROVAL: ------=-----,~.,.-~--:~----Floodplain Administrator Date APPROVAL: Special conditions or comments as part of approval :------------ Pal!e 2of2 ~~.do.: . ·1:m