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GALINDO ENGINEERS AND PLANNERS ~ ` ,:SU~MI~` ~~I~Ci~~~'I~N AND THIS ~',~ ~LI~~'``C~LEC~~~~U~`I~ WI~"H .; :~ ~ ; ~~~ I E~ ~F 5 i TE~ PLAN F~-R REU I EW ~~" OR ~ ~0~'1ES ~ ~'lLM-POSiTIUE EQU I REt~ENT~ F01~ SITE PLAN P ROPOSAL.S 1) Sheet s ~ ~e ~- ~4~~x ~~~~ ~~•. ,' 2~) Ti ale block to Include. I"3r~~,:~~~, 1~~~~,~~6 ,f a~ praject name, location and 1ega1 descrip~i~n ' b) , Name ~ address and ~e 1 ephone number of alp 1 i can t ,; c~ . Name ~ address and to l e~hone nurnbe:'r of developer/ourner d~ Name, address and telephone number of architect/engineer ) Da~~ of submittal ~~) ~wner~sli r p and current ~~n rng ~f ~1 I abut ~ ~ nc,~ parcels ~,~~~) ~ key map.. (nv n~cessarrti 1y to scale) °~~~~ Sca1~ should be lamest standard engineering scale possible on sheet.: W°~ ~) Ar• ent pl ari with north ~! i r~ct ~ on tea ta~ap~r` 1 eft.: hand earner of sheep . ,, ~'~') Tap©graphy anal final grading plan., ar~d other pertinent drainage information. ~` ~) Al l eatist~n~ ~tt'eets, ~riv~s, bui lc~ings a~~ water co~rs~s ran or ad ja~~nt t5.,/ the proposed project ~ ~ te. 9) 1*ocata 10Q year ~loc~dplain on or adj~acont to the propQSed project site: ` ) ~ g ~ ~ P P P j . ~1U l~ocatt~an and size of exrstin utrl iti+~s wrtl~rn ~r ad scent to the ra osed ro ect site, ~~ X11) Pro aced lacation~ t e and size of the followin p ~ YP g a) Buwldng5 and structures i b~ Streets, drives and curb guts c~ } ~f1~~street Perking areas with perki nc~ ~~a~:e~ drawn, ~ab~~l ated anal ~I im~ns Toned. ~ d) Sidewalks e} Landscape information as requ i gyred i n Sect ion 1-1 of the ion ing Orel finance (Ord . No.1638} . f } Ct~mmor~ open space sites i g) Sites for solid waste con ainers h) Proposed s i gnage ~, 12) Tha t~ta I number of res i den t i ~ l b`u i l d i ngs arld un i ~s t~ be yens t rue fed ~n the prapased j project site. 1 ~~~) Tha tots 1 number of bed rooms i nc 1 ~d~~ i r~ the proposed prc~ j eft . ~.1;~~ The density of dwe11 i ng units per acre of the proposed. project . 1~) The grass square footage of all bdildings and the proposed use of ~a~h buildin , g x",16) The to a 1 site area and ercent oi" bu i 1 d n caves e of i p g g s te. tl17 De~~ hate number of arkin s aces re wired b ordinance and rovided 1 ) 9 P g P q y P by Proposa . J~ X18} ShO~.dmensions to size and locate all structures, parking spaces, :drives, curb cuts, ~ parking islands and setbacks. THE ~'ULLbWI N~ Ar~l~ TYP I cAL STANDARDS FDR PLAN D1= U~LOPMENT ESTAB~, I SI~E~ DY Dr~~ l IJANC~ alb PAL I cY 1} Building separation i:s a minimum ~f 1~ feet. ~ ~ Bu i 1 d i ng setbacks are out { l nec~ n ord... i nonce 1 b~8 , ion i ng I nr~l i nonce , _ Tab l e A (Sec . ~ , ~ 30) Ig ~~ Minimum perking space is ~' x 2a',: or on a perimeter raw, 9' x '18' with a 2' .overhang. 4 Minimum drive width is 23' with head-in parking or 20' wit~out Parking: 5) Landsc,~ped islands of 6'' raised cur1~ are located at both l'ends' of eaci~ arkin row. P 9 6) Landscaped islands are also locafied every i5 spaces on int.~:rior rows and every 20 s aces P an perimeter rows. 7) A 6" ral sed curb _i s required around. a l 1 edges of all arts a~ r~l l sued areas without . P P exception. (To include islands, planting areas, access ~~ays, dumpster 1-sections, utility pads, at+~,~ Curb Betail to be approved by City Engineer. Na exceptions will be made far areas d+~s Ignated as ''reserved for future parking". _ __ ~ __` Standards for Plan Development (Continued) _ Page 2 8} ghee l s tc?~as may [ be required on interior rows longer khan 10 s daces or i n i f- special situations. 9~~ Sidewalks are a minimum ~ ft, wide on site; 6 ft. wide adjacenfi to parking spaces 10} D-rector of Public Services determines number:, size and approves location of dumpsters, 11~ Parking islands are 9'x 20' or 180 square feet. 1~) heal hy, native tries over b" caliper sh©u d be retained whenever possible. 13} Curb cuts are determined by City Engineer. Standards are one curb cut for a site with 1~5 feet street frontage end two cuts far 25o feet frontage. An a additional ~QO feed of fran~age is needed for each additional cut.. In general, j keep cuts at Least 2oa feet ~r~m major intersections, 14} Sep ordinance 1f"38 Section 11,far landsca in ra uirementsl 1~ } hire lanes of a minimum of 20 feet in wid h with a minimum hei ht clearance _g of l~+ feet must be established if any structure of ahy type is more than i50 feet from a public street or highway. 16} Any structure in any zoning district vt.her than R-1, R-1A or R-2 must be within 30o feet of ~ fire hydrant ~s,measured ~iong ~ public st:-reef ar highway. 1~} F"re hydrants must be located on the same side of a major street as a project, ~ and! shat 1 be in a 'location approved by the Fire Marshal's off ice .and.. the Super-. ntendent o'f Water and' Sewer. 18} Office or business facilities in excess Qf S,000 sq. ft, must furnish parking spaces minimum size'l2' x 20'} designated for use by handicapped persons only, with ramps with no greater gradient than 1:12 and a minimum width of ~+ feet.` SEE SECT I ot`~ ~Q8 of THE STANDARD BU I !rD I NG CQDE FOR ApD l T I ONA~. 1 NFORMA7I ON ~~ ,~ z: ;, :p {~ k PL/~NNING DIVISION ~.f Post :office Box 9960 1101 Texas Avenue College Station, Texas 71042-0960.: ~~09} 764-.351:0 october 19, 1990 Colle +e Station Professional Medical Partnership Limited g 7'70 woodway, Suite 150 Houston, Texas 77063 ~ ~~ d~~ ~~ Attn : Gar Perr an ~% ~.~ ~~j y ym ~ ~, ,~ • taton`Professional Medical Partnershi Ltd. Re, College S p ~- Dear Mr. Perryman, ~~ ~ Recentl ~ the CITY has had discussions with Chris Y Galindo who has been retafined to perform the engineering ~~~ anal sis of the drainag~~ improvements~wthn the Remington y - _ , Subdivision. PrellminarY computations for the -ons.te ~- ~ ~_ _detention and were -not in accordance -with -our - ordinance. ~ _ .Bringing the -design of -the decent on pond. Into- comp fiance - ~~ could change the site. plan considerably, or cause a - considerable increase .n~ cost to the development. Mr. ~~ ~ ~ Galindo -.arid- I felt you -should be . aware. - ~af -this 'information ~: - - -: - _ : , - ~ of:~ the . - -- - _ of ore, I- have . ro er. Ter . riot- to .the closln -' p .` g p. y -p . ~ - . . ; . .. . .: - -- summarized the requirements of the site and sent acopy to - Mr. Galindo who is currently working on a new design. ~~ The 100 .year pathway must be analyzed from the site to the primary system. ;Detention for the site should be designed such that there is no- increase in flow exiting the (site for each of the design storms up to and ~~ inc' uding the 140 year -storm ~ 5 1~a 25, 50, and ~100~~ year return ntervals ~ . There should bey no perceptable change in runoff to the downstream.. properties or facilities ~ including street ~~~ flooding, erosion, Volume of water, ~ ediment, ~deb~'~ris,~~ ~ etc. The detention foci ity and outlet structure should be desiged in accordance with Ordinance Section I~ inc uding I~ the_ requirements for sediment, freeboard, s opes, and storage capacity. If you have any questions, .please feel free to call. me at 7~4-357D. sincerely, `~ Deborah Leslie Keating, P.E. Project Engineer I~ cc: Chris Galindo Consul-tent `~ ` ~ s'~~~_ - e ~ S. Assn. to City. Engineer V ~ ~~, z ~, ... N, ~~ ~ ~~ ,~~,u f Shirley Volkr Development Review Coordinator ;- `. ; r i i t SIRE ~DEPARTME~IT Post Office Box 9960 1101 Texas Avenue College Station, Texas 7782-0960. i I I +e s.. t i i i ~xa. r. ~ ' e ^~ .~.z. ^.~ ar ~ e a°°'c.~„r~ ~: i z N°'a, a"`°zt ~,s': i ~,°' L r ~ e ~,Y ".~. ~ R ~ u a. ~u ~.~ L~., ~' '.° ~.... i". ~ z ~ t '~ ~. .... za.6 or.: s ~' 4,e.. .'.. i : e`"~ p F ~" f ' ~~ a ,; ~, ~ x ~ ~+z ti ~ a ~ t e, x r r,; ~".~~r a~'"` ~'~ ~ 9 ? ~ ~ ?'°S a s fi : . ~7 ~"~ '7 ~. "~ ~ 'r."". +.~ ...., r ~' t ~~:' c '".ter ~ f ' ~.. « d a e 1 ?~ ~ o ~ k".e` ~ ~."' ~_ ~ ~ ~,,."' ,""" ~ ".~„ ~„~ ,.'" t ~ ~~ "~k ~ ~'i, ~'' ;' ~ ~ ~r"°a ~' ~ ~ a « r .' i. i i"~ < ,m'~ z «" i e ~*n '~ m..,r ~ ~ a ~k~ » .. ~~ :.x ~..,.,: . ~.,.~~ :~. _ s$°"^. * and v..r". ~: ~ " .,~.~ ;; ~ ~ :~, ."4,.. ~s „? 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"~ ~ 'iR"' w"~a ~ "f 'Vi'n z;.: 3 ~~.~,.:~,:. 9nr•.4 .wc^' "qm - b . .' 3 ~ a "~... .1L .f 1 ~....r'T 3 m:5. 'tm.: S a ..... .s .. .«. '5..: i ~.: t P"« 'R !. ~ '~. .i. ~~ ~ 8 8~~ ~` '}~ "R' "gip ~°L: •: ~, ~; y..x ~.L' ~. ~ ~ "~"1F ~ ~« . .'~` 8. . sum ...~ yea, ~ ~n ~~+. ,.w ~ ,~ ~ v,r ,w. ; 3 ~" ~.'t .°e"° "' ° ' ~^ ~°` ~ °k~' a°^ ~^e "~.° ,^^. a ~a r'"3 1 ~_ ~ 3 µ~; ~: i a 3. x z ~ .,~. ~x..,~~. ~. ~ ~,, ~ ~ ~ , ~.';...~' w+ s . t,~s ~a ~ ...r' v,.s. ~ r.." ~.. «~. a ~S ~"e ' ~ L: s...F . , z # s"..:: ~t" i ~ ~ _ j J ,.. ~ ;{ .. _ \ ,~ it _..i ~. ~i .~~ - ; f - ~ ~ ~ _ __ ~: _ _ 0 ~~ Navemb-er ~6, 19~ PR~JE~T.REVIEW.~aMMI'TTEE MEETI~'C alinda Er~gineer~ ~ Flanna.ng, 1~-Q4 Ta: Chris ~alinda, ~. Villa Marie Rd., Bryn, T~. 778Q1 ~R~M~ Pra~e~t RVv~Vt1f ~~~~~tt4I41 p ~'ar~e I~ee S~;n ic~r P 1 ginner Veranica Mar~~.nr Assistant to itY Engineer ethers A~t~~ndi~ag: Ray Havens, Eletr~al ~uperintend~en~. Erika Ma el~y, ~earetary Flaming/Er~~ineerinq ~~ttc~n ~os~:r, Flr~nng Tecl~naian Richardrange, ~,~.re Chlef Whir l ey Ala 1 ~~ , Deve 1 ~pmer~t Review ~aardinatar ~V~~,1,e ,~{eatr~ng, Fra~ect Engineer H~~ry Davis,, Fire Marshal ~amar~th~ Smith, Engr. Asst. WaterlWast~ Water Jimmie Hawley, GTE . n lP~afe~sia~al Building ~- tc~ ~e SUBJECT . +Ca l ege _ Stat ~.o am the north side ~~~ Rack Pralrle R~at~ r acraSS fr lacat~d an Humana Has~ital ~~~~-4~7~. ember Z 1 1 ~ 9~D to review the above The P . R . ~ . met can H~v ~ met ra ' ect . The f v lawing_ conditions m~~t be me~t.~one p ~ e~ar~ a recammend~tar~ far apprava~. can be made b Shaw pale lacatian an Rack Prairie R~~d. Be aware, rel~cati~n a~' any pales will be at devela~er's e~pen~e~ Tt~tal ZQ' e~se~nen~ on easy side is sufficient. Submit land dada re~uix~ement~. ...~. Submit 1ett~r re+~ue~tinq under~raund ele~tr~.ca serv~.ce . ~,,, Ha drab l ems id~r~ti ~ i,ed . avlde easement to saver ~lre hydrant• Fr t ~ l at ..will .saver Wate the ~~ ~asement~. which was an th p the p~~-posed water line. Mane hydrae away farm building. Frapased hydrant _...._. lac~tan ~hau d be ih the island ne~~ the entrance west side of 3 parking sp~~~s~~ Relocate the tree prepared far the island c~-ntain~.ng ......._ fire h dram. Manly ground ca er will be permute the Y in areas ~~ntaining ~'i~e D!ep~rt~en~ facilities. ~ r ~~~ ' ` ~/ 5 ite- p l,~n w 11 nc~~ be apprc~~ed until Dr~.~nage De~r~ to meat Permit ~onf l i~t~ are. res~lv+~d , Cc~ordins.te with ~~bb~- Keating. . ~~ ~ra~lems id~entifie~+ ~~~ ~~ Nate 8~'- ~tba~k _in ~rc~nt o~ the bui lding ~' Screen ,''fence is r~quir~d adjacent tai all ree~.d~ntial f pr~p~rti~. Prcvid~ parking island details+ ~cte mihmum equate ~~atage cf islande* ._...... 1~ ~~~1 I~MIMM~IIWMI~I~MwiYN ~~ nano tees should nr~t be p~.~nted ender ~averhead ~ ~~ . Nanette ~anhart if ut,~ l ity l ~.n~s . O~-c~rdnate with there art any problems. Add 1 rncre dwarf ~r~pa myrtle t0 .meet minimum re~uir~mer~ts~ i E~~~~E~I~~. ~t+~te whether sur fade w 11 be a~phal t car cc~n~re e . I f as halt ,provide detail +~n site plan. ~~ Submit construct~idn d~awin~s ~~r fire`h~drant, water { line, and sprinl~l~r vault. ~` En veering Department ~h~uld re~:eive ~anstruction d~tail~ as art ~~ the ~vnstructi~n d~cuments~ ! ~ I' Caordinate with En~i~n~erir~~ ~~~artment ~ deta~.ls ~f -. ~1ume and wing wa11~ ~~~t ad~guate.l E A 1 ~1 Note dim~nsc~n~ ~~ ~tan~dicapped. parl~ir~g space, '! ~M~.nimr~m 8 ~ wide and a ~ ~ wide p~~~enger lading pane . immediately adja~en~,} '~ Handicapped pa~l~~g -spaces mint be indioat+~d. ._...... ~ Pavement mark ink and ab~~re grade s i~gn~~e . l Handica e~ ra~npS should h~~e a maximum amain ramp grs.de pp net rester than l ;12 and side ramp. gra~.es shout-d not g ~ exceed 1:1 ~~ Based on size and height, this building must be a t~'pe V unprotected, but sprinklered structure MLT 1~ COPIES 4F .REVISED SITE PL~~ TO PLANHIH'O DIVISION SUH FOR APPRt~VA.L F'RI~R T~ G~NTINUIN~ ~'ITH STEP II OF TIDE Et3ILDIN PERMIT PR+~CE~a. j ,~ f vvaaav j+w...~ ~.__-- -- T~® ~~ ~ P CT I ~N E t7ETED . ~ } ~ c~~ i ~ ~ ~ ~ ~~~~r~~a~ a~~d ~ig~atur~ in~E~~mti~n . U~tENT~ : { ~~~~air~~gs DEC ~ot~~tiQn ~ } ~~~~~ ~st~m~t~ ~ ~ ~ ~ s~ifi~a~tivr~s ~ } ~rre~p~ ~~n~~ ~~ ~- ~~~r ~ I ~~pi~~ I c~~s~rip~.ia~ V4 ~iY ~ s w. s~ r s- r e ~o r- w w s ar o as ~a w w ® a+ w r w ar w w ~ ~ w w v r q ww+ow®rr® 1 / / ~ ,, ~ / T i ~~ V" ~ ~/ r P O w aY w O w l! r ( fII I 40 w w O i1~ w ~p r r w m0 is m~ r ~~ w deO YM ' w em r ea rs w -o r aw r ~R ~ ~_ ~ i_ o r s- a w r r r r~ w r y~ ®r s w r w s. w r.~_ ~ j~ w.w w _.~ ~ .• ~ t` q V' .. j w - .~'~ o e4 w o. w r o u~ s w a r - r r w r w w 'w I w sww w . w r r w er ..owes ®a r w w I ~~ es w w s es w a ve r er r r r es w w. w w w r w g_ w r ®w e ve w r s r es ar w s es w w w o wrarras es es I r ~.~ ~MMENT