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Misc. May 13,1987 MEMORANDUM FROM: Tom & Ment Turbinville, P. O. Box 9927, College Station Tim Chinn & Laura Cummings, Kling Engineering, Bryan Project Review committee:~U Jim Callaway, Interim Director of Plannin~~ Mark Smith, Assistant City Engineer- Steve stewart, P&Z Representative TO: Others attending: Bob Epps, Assistant Director of Public Services Ray Havens, Assistant Electrical Superintendent Lavern Dube, GTE Bill Riley, Water Distribution Supervisor John Woody, Director of Public Utilities Coy Perry, Building Official Jane Kee, Zoning Official Shirley Yolk, Planning Technician SUBJECT: Parking Lot Plan - Brazos Valley P,utt-Putt (87-406) Lot 19 Block 10 Southwood Section 26 (on the north side of Valley View Drive at Texas Avenue (SH6) The P.R.C. only has the authority to approve site plans if all ordinance requirements are met. The P.R.C. met on this date to review the above mentioned project, and approved this proposed project with the following conditions*: (1) The existing natural gas lines are not in close proximity to this tract. If the developer requires natural gas service, contact Mr. Terran Sanchez of Lone Star Gas. (2) Minimum dumpster requirements: One 3 cu'bic yard dumpster located on a l2'x 12'pad at the same elevation as the adjacent driving surface. (3) If underground electrical service is desired, furnish a letter requesting that service to the electric department. Also furnish electric load data and voltagerequir~ments to the electric department. Coordinate the location of the new utility pole ~ith Ray Havens. (4) Service for telephone equipment must be located within 20 feet of electric service. Coordinate with Lavern Dube of GTE. (5) For the Record - an easement will be reqiuired to cover the existing sewer line in tile portion of this prioperty for which development is) not being planned at this t imel. This is not a site plan requirement. P.R.C.87-406 continued 5-13-87 Page 2 OMI1 tt.~ p~ V.P~U6N r,/tt/'61 ~ Afire hydrant must be added which will provide coverage; that is, it must be located within 300 feet of all parts of all structures as the hose lay. The existing hydrant on the south side of Valley View Drive cannot be used for this project. (7) Include a ramp to provide access for handicapped persons on the construction documents.. \ . (8) The proposed freestanding sign meets ordinance requirements. Details prepared by an engIneer will be requiredfor..a building permit. (9) Ordinance allows only one traffic directional sign at each curb cut. Addi tional directional signs would require...action by the Zoning Board of 'Adjustment. (10) Locate hose bibs on the construction drawings. (II) The Fire Marshal has indicated that fire lanes will not be required for this project. (12) An elevation certificate for the clubhouse will be required after the slab is poured and before issuance of the Certificate of Occupancy. SUBMIT 10 COPIES OF REVISED SITE PLAN TO PLANNING DEPARTMENT FOR APPROVAL PRIOR TO CONTINUING WITH STEP II OF THE BUILDING PERMIT PROCESS. - *Any changes to an approved site plan must be cleared through the Planning Department. '. DRAINAGE REPORT BRAZOS VALLEY PUTT-PUTT VAllEY VIEW DRIVE COLLEGE STATION.. TEXAS ~'"""'\ .....",..... t" .OF . . tf:!- '" ;-: ~~:ooo.oo.....~;.f~ '. i!"....."~~ ..1tr.. ....~ .. .'.. if * ~. . .,. ..,. ~ ~. . . ..~ t !o.i... . · · ... ............................... c....~. ....Ii. . T. DAVID CHINN . .i! ...........-... ...........: ...~ '..0\ .s7630~1!Ji! f 1b..~~' . , ~<c. .lSJ . fa ~;:":~/...S.> "..~~... ..~.~.~'.~.'~ "N~ ....o.....~~~' '\~ 106'1 . ' ,. . 121 ?S?. ~ .~. ... ........ · tCYv l " 6'~ PREPARED FOR: MRJ TOM TURBIVILLE P. O. Box 9927 COLLEGE STATION) TEXAS 77840 PREPARED By: I(LING ENGINEERING & SURVEYING P.O. Box 4234 BRYANJ TEXAS 77805 SUMMARY Brazos Valley Putt-Putt is a proposed recreational facility that is to be developed by Mr. Tom B. Turbiville and is to be located on Lot 19, Block 1 o~ Southwood, Section 26, being the west corner of the intersection of Valley View Drive and Texas Avenue in College Station, Texas. The improvements to this 2. 094 acre site inc~ude a Cl ubhouseofapproximately 1000 square feet, two 18 hole miniature golf courses, (provisions for a future 3rdcourse) and approximately 46 parking spaces and drive~ ways. It is estimated that the development of this facility will increase the stormwater run-off from alO year rainfall event from 4.8 cfs to 8.6 cfs. Due to the location of this tract relative to the 100 year flood p.lain of Bee Creek, this increase is not consi.dered detrimental to either upstream or downstream owners. On-site detention for this facility has been evaluated but is discouraged due to the delayed peaking just above this floodplain and creek area. The Drainage Improvements that are proposed herein ..include: . Establishment of a proper finished floor elevation. . Gr'adingof the parking and site to insure positive drainage. . Construction of three concrete flumes, two which have elaborate energy dissipators to protect from scour. . Three private 8" p..V.C. storm sewers to drain the interior of the courses. In addition to these permanent facilities, the site contractor will install asi 1 t fence along the northwest property line during construction in ord.er to control the sediment transport off this site into Bee Creek. This fence will remain in-place until suf- ficient ground cover has been established. These improvements do not encroach in any way the configuration or performance of the existing lOa year flood plain of Bee Creek. Kling Engineering & Surveying PREDEVELOPED CONDITIONS Ora i nage Area -A The contributingdrai nage area for thi sproje"ctwi II be the 2.09 acre tract that is being developed. This tract is shown in theattachedsi teplan and is currently va'can t. and un improved. Bee Creek lies immediate to the northwest of this tract with the 100 year flood plain limit (elevation. 260.5 to 261.5) encroach- i ng into the tract by a maximum ofapproxima te 1 y 20 feet. Coefficient of Run-off - C The predominant natural 5011 in this area is cl'"assified as a Gowen Clay loam topsoil with a clay loam alluvium subsoil. This soi 1i s verytypi ca 1 for low lying creek areas . This soil is generally a well drained soil having a moderate infil- tration rate when saturated. The general slope of this tract is to thenorthwestat"2 to. 4 percent. For this analysis, a coefficient of run-G"ffvalueo.f 0.35 has been assigned to simulatethepre-cdevelo.ped conditio.ns. TimeofConcentrati on - tc Use 10 minutes (Hydraulic Manual - Texas Highway Department 1"970). Rainfall Intensity - 11 110 6.5 inches per ho.ur 1100 = 9.2 inches per hour 1. See Rainfall Intensity Curves. Kling Engineering & Surveying Determination.of Run-off.-Q Forthepredeveloped flow from the total site, at the north (downstream) co~ner: Q = CIA Q10 = (O.35}(6.5)(2.09) =4.8tfs 0100 = (0.35)(9.2)(2.09):; 6.7 cfs POST-DEVELOPED (ONDITIONS DrainageArea-.A Remains unchanged at 2.09 acres. Coefficient .of..Run-off _..C Due to the development of these facilities, approximatel.y 0.51 acres shall b.epaved (C=O.QO), approximately 0.69 acres shall be paved golf 'course construction (C=0.80) and the remainder of 0.89 acres sha11rema;n as landscaping or grass areas (C=0.35) C(eff) = (0.51)(..90) +(0.69)(.80)+(0.89)(0.35) 2. 09 Tota 1 Acre s C (eff) = O. 63 DeterminatioYlof Run-off - Q Q, 0 = (0. 63 ) (6. . 5 ) (2 . 09 ) = 8. 6 c f s Q 1 00 ;; ( .0 · 63 ) ( 9 . 2 ) (2 . 09) =1 2.1 c f s Kling Engineering & Surveying PROJECT DESI.GN This tract/will be graded to conform to the natural run-off directions with the flows being concentrated at three concrete flumes from the parking lot. The west flume will accommodate approximately 1.04 acres or Q10 ::: 4.3cfs. The middle flume, 0.18 acres or Q.]O= 0.7 cfs. The east flume, 0.39 acres or Q10 = 1.6cfs. Both the east and west fl'umes have been designed to dayli.ght, the 811 private storm sewers .and include energy dissipators .tocontrol the anticipated erosion. Please refertb the Site Plan Sheet 2 for the details of this construction. The finished floor elevation of the clubhouse has been set at 264.75, '-which exceeds the minimum establ i shed by FEMA of 262.5. As study of the Site Plan will show, the flood plain will not be encroached into by this development. ~';:;: -:-:,,'.:'.1i::~-'-:;-~--~'~-~-"~-~~-~~ :. .~.. . . :T .~~ . l! . ... -. .-. - .~. '~-~.'.. .... ~"- . - - ... _. -T .'. ' T"':'. · iT..... ,-,_.~~~ .;,. .:~. ...~ ."-. .. . f.~:.F~-[~:-l' 1,1: .l:;.t:I~: 'J.l:l :+t -11.'1 !:tl.. 11l1'llllinrr:~HHP It.li~Hllllilllf...: :-,~ :~.'~: '-:.';"'~f-~.I'~.:~. u.lt l:11 III Ukl1iTTIl' 1 IlT 1!lJ I 1.1 1.1 ~..1Ipul.!t: ..:-:t~~k~f~:!'~l~;f~Lt~ ~; r ~1l:~'-.~ ....~..:... ~ . ....... l~:J~."L:.' ~.. . :~i...: J.t ~ll.' '. .1... '1 '..J.f...... 1'. 1]..... .:..... ta... 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J j B t ~)'I III j U H+ L! 11,- - ~ I..L .1 i l' ~ lq ~1 I l · . ! h..,' C. ~ , . i 11 l ill i :~~ l' . . ill. l' 1 I' d h r~ h 1 .1.l! :' ~:. ! . t , f . t i. ~ ~' t ! : ~ -;:0 1fY)-~' 4i.. . 00 8 9 to If ri l}' IS 17 io Z4 3G- l: 8 - ?]/f...__._.-r_I..I.r- _llfJr---6JIL.(,!fr:._ 7/1r, ____ ! ^ I ~ :z en rr1 :z CO en ;0 ~ -< :z ::r:=- I'Tl :z 1'Tl' y ;0 ....... -I Z I'Tl G'> >< )> ~ (/) U') c ;0 < I'Tl -<. ~ :z Ci') /NTlNS/TY :/?A/NFAtl. ?eras ;iifBro?os County , Cily olCa/lege ~/DliOfl [nglneering. Depf /CO Yeor'curye curves. Bosedon rH'D. IlJformofiofJ furnished by TA.M U. Irfelerology Depf~ plolted from KLING ENGINEERING & SURVEYING ConsulfingEngineers. Land Surveyors 4101 Texas Avenue Bryan, Texas. 77802 Telephone 409/846-6212 Post Office Box 4234 Bryan, Texas 77805 B. J. Kling, I~E.,' R.~S. S. M. Kling, R.~S. TDavid Chinn, l?E., R.~S. Jul y29, 19.87 Mrs. Kim Johnson Zoning Official Cityof'Co llege Station. P. O. Box 9960 College Station, Texas 77840 Re: Handicap. Ramp Putt-Putt dGo 1 f Dea r Mrs. Johnson, As we discussed this afternoon, . the as-built .1ocationof the hand;.cap ramp for the Putt' PuttGol f/Faci 1 i tyisapproximate1y 2 feetHlerror,thl.lsit does not align properly with the desi rE:!d5 foot wide maneuvering space. . Tam in agreementthat:the ramp shouldbeext~ndedto the. Gorrectlocation rather than wa'rp- ing'theparking stall. As you know, time.is' of the .essence and we wOl.lldlike.. to obtain the Certificate. ofOscupancytomorrow. P1 ease. regard>this.l etteras your assurance that this ramp wi 11 be reconstructed 'at the earliest date possible within the next ten (10) days. If you .have anyquestions'regarding this item, please do not hesitat~toadvise. Thank you for your ass; stance. Sincere ly, (t TDC/kj 1 xc: Mr. Tom Turbiville T. ,David Chinn, P.E. 4101 Texas Avenue Bryan, Texas 77802 KLING ENG,INEERINGANDSURVEY:ING Consulting Engineers . Land Surveyors (409) 846-6212 P. O. Box 4234 Bryan, Texas 77805 PROJECT NAME TO DAT'E PROJECT NO. ATTENTION REFERENCE WE TRANSMIT: D Under Separate Cover ~Enclosed THE FOllOWING: kr'Pri nts D Copies D Originals D Plat D Field Notes D Plans D Report D Estimate DCut Sheets DComputer Printout D Fi Ie D Contract D FOR: DiYour Review & Approval DIYour Re~i~M'&<J:omment DYour Review & Distribution qYour Re~i~~,!'3e~ision & Return D, Your Sign,ature & Return D Your File and/or Use VIA: D Mail ~MeSsenger D Federal, Express D Express Mail D Special Courier D Picked Up By Your Office D As Requested By: D Please Acknowledge ,Receipt of Enclosures D Please Return Enclosures To Us D Copies OlThis letter Of Transmittal Sent To: NO. DESCRIPTION If'Enclosures Are NofAs Noted, Please Notify Us At Once. !igned~ ~. Let ~~~c ___.2 lot 19 ,B1 ocR 1 0 SouthwbodSection 26 -Sanitary Sewer li:ne Encroachment Dear Mr. Woody, I currently understand the situation, there are two solutions to the problem: 1) Relocate the line to the existing utility easements, thereby freeing additional building area for- development. 2) Secure an easement from the Owner to cure the titleencroach~ mente 0. b 9'f '\\') 0 "," 0 P \J \.. L e:-...... 1 f1 1987 \ '\ (ft., ~ Tc ,- 77840 Re: Lot 19, Block 10 Southwood Section 26 Sanitary Sewer Li:ne Encroachment As you know from the PRCmeeti ng of May 13, 1987 , Mr. Tom Turbi vi 11 e is the Owner of the abovecaptioned tract of land. Mr. Turbivi1le's Putt-Putt Golf Course is now in operation and credit is due to all of the City staff involved duri ngthe construction. I ,.am pleased to report that the project went smoothly and expeditiously. Si nce the course i SflUp andrunningtl,we can now focus our attenti'.6non an item that was brought out during the PRe meeting; that being the as- bull t 1 oca ti onof a 21 inch san ita ry sewer line. This sewer line has been constructed across the north corner of the lot and is shown on the enclosed survey plat. Our examination of the title has not revealed any recorded easement concerning this line. In conversations with the Water and Sewer Department, this encroachment may be the result of a field change order during construction. Whatever the cause, it is the Owner's desire to remedy the problem at this time. The Owner has entertained the concepts of either. constructing or leasing the site for a use dependent on high traffi cand high vi sabi lity (eg. fast food rest- urant). Thelocati ono fthe 1i negreatl yimpactsthe rema i ni ng buil dabl e area along the Texas Avenue frontage. Therefore, thi s situation must be addressed prior to the finalization of any future plans. As to cure 1 ) I currently understand the situation, there are two solutions the problem: Rel ocate the line to the existing uti li tyeasements, thereby freeing additional building area for development. Secure an easement from the Owner to cure the title encroach- ment. 2) C- b()'( ~ D 1\~ \ 0 DEL iVERED P \J '-Le~ 1 8 1981 ~. ~I " \ , '.\to SEPTEMBER 1~ 1987 Ivl E: 1.....1 [) F;~ (~~ i\i I) tJ 1"'1 :0 . I I::;~ E: [:"r (] I::~ . Li ..:' [: (':1 1:::1 I "I" Pi L. I l'ot'l Fa i::;~ Cl i'..i E:: Ivl E:: i\~ ''1'' t:) F:' t:;.., 1,'.-::1 '.....i. ~ T f"'i t- It., i i.fi. t I i ~"l fWi '1."1., ...:' . .~... ~ ~ . l _ ! '. .... ..... "; . \1 t..:':: ...... i........ l!' <::.:) Ei l.J 1':':' ~J I:::: C;'f :: ~::> PI 1\1 I 'r f'~ F;~'~{ E; E~ tAJ t:::: i:~~ 'L.. I t...J f::: E: t-.~ [: F;~ CJ Pi [: F1 t'll E:: I\~ "I" , L. C) T' t '::';t f}. E~ L, C) (~ i< :l () SOUTHWOOD SECTION 19 i i ENCLOSED IS A Capy OFA LETTER FROM K~IN8 ENGINEtRING AND SURVEYING CDI'-.lCEFr.:N ING f~ 2 i. I NCH.!:3EI/JER LINE ON PF;;QPERTY EAS''j'' i OF THE NE~lJ II F'UTT....!:::tJTT "GOLF. COLJRSE" I HESF'ECTFUU....V. F:EQUEST I YOUF.; (.~SS I STAr-,ICE I !\~ :0 E: 5...) E: 1.... C) Ft I I\.} [3 i;':~i f:;~E:~:::; F: [) 1.....1 ~:::; E:~ :r ' i I 1.... {i ~::; 'f I..~.J E: E: t<: I 1.) I ~:::; [: lJ E, E~ [: I) ''1'' t"i E~ ~:3 I ''1'' lJ {'~'f I () 1\1 IAI I 'r f'l I) ri i.../. I 1) f::' ~J L. L. E: i\J ;; 1",1 E::: 1...1 Pt E; Hl'f-'F:TED f-,!\l IN'v'E1:3J'IG{~TI!Jb.! OF t1Ji..iY THE SEt1JER LINE \!Jr:'iS INST{~LLED 11\1 THIS i f,~nEf.i" l1JE f7~Lf.lD HAD TO {~GBEE ~;.j ri"H THE TVJ(] PF<OPOSEP SOLUT I CJNS THE t;.J F~ I 'r I:~}~~ 'J ' IvH::;~ n c::: 1,+ I j\H\1 ~:3 tJ i;3 EH:::: ~:rr i:::I) u OTHEr-:;: T!...!r-~N l"IY DISCUSS I OJ\! ttJ I TH Df-iV I DAND THE GlU I CIK BF: I EF I NO I Gr:~~/E YOU, I 1...!r.:~\iE DOt'.,IE NOTHING .oUTSIDE L1JDF<F("l! ! ANY ADVICEI (:'is TO HOW TO PF<DCEED I !.AlI LL BE ;:~IPPf'~EC I?,"l'Elh " I DO F<Et'iEtH3EF~ TFII!3 SUB~fEqT BE I NG rmOACHED P'd" T!"'IE \iE:f~Y F I.!=(GT PF;;C t~IEE'r I NG I f-nn:::J'..l[)ED" OTHER "rHI(:)N THf-iT, I HPiVE 1"1m) NCJ C:~ C} 1\1 'r {.:.~ [~ 'f (rJ I 'T' i".~i - '. Pi {\I"'l [)j\J E: {.) E'~ (] tJ "I" 'T' I"') E: . F' f:;:. [lIB L. E: t"/1,~ I C; CJ F' V' 'T' C) E{ E:: '....11\11 E:: . Putt--Putt 87-406 June 3, 1987 David Pulleri's visit with Harry Davis f{e:firieprotectionforthe above project ~ is within 150' of street. i Building is within 300' of fire hydrant a~measllredalong street to front of building. 3. Street -Valley View is 47' BB 4. ~xisting'firehydr an t is on opposite side of stteet fr om proj.ect.. p.FdiriallG.e.require men t s are me tf 0 r II s(ff2aTthou 9 h the buildiIlQisl10t covered if measured in "cus\tolllary" way i.e. from Ji>oint of fire. access. in the buildli.ng(inthis case theback.or .offstreet side} and along the rriveway>. I 7. NOdbuildingsar e toel 0 s e. 6.. Building is srnall. <-1000 sq. ft. "ila11eyViewis41'in width because it is a'commercial street and not because of its traffic capacity nee~ls I eanbe blocked w/oadverseaffeettolocalarea NO.additional f ire hydrants are necessary for this !"\. June 5, 1987 RE: Dear Tim, ,Find DJP/VW