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C (o z Q mph U�Uc" Z W L , _ N O c) (..).=. • m ~ al m 22 ■ ti ∎ U ti N 1`. = 11 LA _ O U W O o_ W O co co tV '•' Q CC c V 0 - " , J o � (w) 7t c Oa c a. 6 -r i fs J� U W ...1 M �� J tO v N Q) V CO y O Cf' N u d N L0 it Z °U= M G o i` "r ^! z GALINDO ENGINEERS AND PLANNERS, INC. 3833 South Texas Ave., Suite 213 Bryan, Texas 77802 (409) 846 -8868 2cv - o ..) / _ _ ) / / 77.26' N B4'3% 5 4 3- / SCALE : "\`- ......" � ;� --- POSSIBLE ENCROAC ENT , �� 1 " = 60' OF THE 10.01 A / / \ \\ I 1 : 720 \ t I \ 4, , \ S ml 1 4. •s J,, \ ` � l \ I i 1 , o \ 0 , / S %:, 40 \ • V V S � 4gNIIIIM \ \ \ . d ,b . le 2 7 A ' \ 1RF t. �� 6.9 \ \ v • \ -, . , F y �� A ~ °,o' \ ;oxli 16 ' q \ . 1.yppy1p. Nf \ • • 9 . \ \ \ t'd . r„ ' 4.. . varroLco x1,1,1 p • \e, f 'lo m101 MTV , I i \ I \ \ • e A , V y 4 ti 'v ��Q \♦ , ` \ F •9 ,. x2/1.1 16 90 \ ` C \ \ \ o ` +' ss, w ig , \ \ \ ey /` s . ♦ \ , \\\ •F e \ \\ \ a GALIND O ENGINEERS AND PLANNERS, INC. 3833 South Texas Ave., Suite 213 Bryan, Texas 77802 (409) 846 -8868 U . -C„ e /24/OZ -' ? 7 8.6x281.4 \ \ > x 279.3 \\ \\ \\ I `\ \ 1 279.2 \` /-- / \ \ ■ X 277.4 \ % I 279.0 1 �\ / ` -��.'" _ �\,P ° - 1 \ \ X 276.1 1\ x275.9 279.5. aoss�e� cNCnacweNT 11 ( \ I \ Y \s% I /. +N 278. � a \ 1 / N IP- . \\ A sr, . WS I f �� / / / . �. x 281.7 276.9 // `\ . / • r` I t ' 282 6 A, _ it ' ./ `'as+ Si `\ X 276.9 3 . • X . lo 280.1 ‹ • 279.7 Its , X =.V t: •. 280.1 ? :� �' , 2 d . , loi , • , \ Or '..N s ,„ 1 „,„„ , ,......„.... \ \..... ..,,,,‘,..... ,,,„,/ •�. �► 279.3 287.1 `, ;r�� \ .,\ \ ` . 1 \ „, \. �;a X X 279.1 S 283.5 SCALE : '� 1" = 100' 1 : 1200 • x 78. X 283.6 278.2 x X x81.2 +. S rk ; // ZONE X City of College Station • \ \� 480083 2, - e' _ F // G'' =/ \\ C:) RM 52 \\ \\ / X ROCK P o ll '?'''P'\°- I I 4 Brazos County ` j \ i Unincorporated Areas 0 ` 1 > 481195 \ 0 �� ° ` G LIMIT DF DETAILED ` A STUDY Imo, RM51 q 0� , ` \ o �° ZONE X ZONE A ••~ 0 ..:::::.:*::;.,:." - CP •ti- • 4P v // ,‹ I i \ \// 1 )-- c .< n ,. .•. 0 O \.....-3 \I° \ C/ o City of College Station ' \ \ � � y 480083 \\ 7;2 � � F // sT� ��/ c moo A-0 ZONING NOW OR FORMERLY . M. D. WN�ELER. LTD. REPANDER OF C.M.LED 10.01 ACM. -- --................................ N\\ : 007/341 c 12'■t • •'xlo' ` PAD �'�j ?? e 3 2811.. NIB 8� g . ilki„ 4111kaL47 T X �� • .• ii c ,. \ \ ‘,9 A p'e' c �� . ♦\ \ M % . , T 04,Ak ` \ . \ \ 40.-N JD � b� 4(14 \` \ 5/8 . `�?\ , , , . . , 4 ‘• f F � ° \ 0 4p y \ 41. 0 $. ,.. 1 � • \ t1 � `. \ % \\ \ a e I `. \ O \ Y ,4>s � �•GG" • S 6 ,:. 0 \ � / / 4 A-0 - ,. ,:, ® •.$0 \ • ‘. \ O 4 ' a . e . , , . . • C OI • \\ \ . *` o . 1 , ` ... . ' 4 9 S % \ !y. \ ‘‘\ N ,.\ t 6 \ x282 ‘ ....,. 0, .). 4 1°1P° / \\ \\ \ \ I IIIIP 4 \\ \ " S t e st... V `. L1 ...., 4): t - Co \ ■IALYSIS , \ ,, \ \ WIRED $ \ 4\ \ \ ' ` \. 00 . 'PLAIN) 63,660 S.F. .. `. © 1,910 i„ ` 0 /50 1190 ` \ /? \ 1 A 772.-/ GALIND O ENGINEERS AND PLANNERS INC. 3833 South Texas Ave., Suite 213 Bryan, Texas 77802 (409) 846 -8868 20 _GL-D TA II NI I \ . o� SCALE : )14 v Z o �� = 30' �, � c� G i b ' • � - • 1 360 O �Q V PG :. �� ��� J QP�� , � O f J'la /t ,f1 • DX 6 WOOD FENCE V ° o 1 e'' A—I / G P., r AA-(4.1 Ai-7 x v) 2' � � T f MP STER N ,i, PAD SPRINK HEAD ' • G 0,, O ♦ � G O�Q � �J �� � EXIT Q � � ' ° O ./,) f � SS SSEwEF • a . 82.8 < SO \ f, •.. ♦ 0' x �b0 'Y s � �� / ' N , • ko 4o • 1 ,. CO es , � ► Q Qq ao o S,O' 'e O Co ♦ �, e , 1 O l ‘1" � ti ` o t P ‘ \ % \ \ • Z ♦ ♦ \ � \� . PORCH " HC a 0 , �� ? G. ' , 9 p 7 ♦ � S . .4 SIGN %'Sb Q 1 �o 0,, \ 1 \\ 2r.,. 46-4, ' q 0), •,., 3 , v ♦ o ��• 1 a ♦ \ \ \ \s: b y. 6 282.1 `♦ \ P 8 ♦♦ \ \\ 1, X zs2.4 0 / P pm • 2.0 0 '9O ') a ♦ \ ♦ •o. ♦ 0 \ 'SILK \ STOCKINGS ♦♦ S \ \ 0 SIGN 21:11 .---,.,. of City of College Station, Texas 7�f' \. SOB CONCEPT MAP - Specific Tracts ,` '+ 1 \ n } ( Y L • , „.., /� <r< r / f L / f w t i� \ ti\ / // \ y 0 `\ \ \ . 'pia / �. \ l t s _ Area 9 ° v - ,. . , - • , Area 10 �'���.:`-: 4 "' •— - (�/{, �' ' g _ - t . '* 1 ate i1 r� 1 • ' I'� , rea8 . f f �i .�''' t. i i \ �' ,M '.---.',-;-=;,-,:''‘. er T , 1 ;s y v, / �. � s, — ----- • 1 . •.'. I f 7 A. w 3' ^ 4�- 1 . ,."' - Area 7 - =. Legend _ 1 r�f ` - ,, - ALLOWED - Locaticn s n Spica' Area that Fernits 808 s tc ovate :am specific •estr.t„ n_ by area Aria a Ioxe7 s approx 52 a n the general Spec aI Areas S.ONti Afe> are approxirnatl-1$ for di cu_a':copurro$ssor; - >•unner researi'rde_:si r s may c'13'I�7e he lCC3t' 'I. size , a'IL'.:r � shave cf any cr a I of t ese areas - 3 Ma3prcaJ;edbyDe, Seri 9.804Sena.7,eSv _Nes�Areas Qtrvd _ - -. 3 : : - :,.33 3 :1 J3 3 s .t2.- . :C1, 5.020 2S00 0 5.000 Feet ; : 3 +, 5-;. -<a ic- e 25.15 i - etc, .5 - :ae: ,:.5. :t5 5,3.31' :- : _';:3.:'.;:! ___ OICity of College Station, Texas -4)''',/, I ' Area 10 r ig Legend _ Area alcrxea a approx 82 8C Ann the general Spa : Areas 5.CZO 2,500 0 5,C00 Feet u i-E �' 61/City f College Station, Texas A , l Y g ' �' SOB CONCEPT MAP - Specific Tracts 44 ‘...„24,-,4,,,.,.„,s.,,,),:...,..,,,,_;,,,,\ __,,, 10(,„_ ..4.,,,,:„.., __.. s -... ' ''''''';./- , . `I ✓. i� 1 ;, / / ",�T' 4 -A N Y'` / ``\ ''\ F l ICa \_ ` IN . l iw� - h _„mac z tF � t "_. _ ■ a- - + Mf r 4 ',; U Area 9 `'� ' r �� f % ` 1 J3 E Area 10 i . ". $:` _ ;� ` !Area i �Y tr: a Area 4 � z P ` + f / � �� - �<r'- S te\ r \ _ :. t l�� �.� _ ` %' / S ,, a Area Legend f' __� 5 I. ALLC'.i D • Lo-at .n s n opecal Area tnarpemis505sb _ ocate :vII - pecf„ restr cnsby area Ara a'IC:.ei s appror 52 ac a,tnin the general apecai Ar ?as sib::n Areas are a,tproaimatiat forCi•cuss:.an puICse Futter researct'ae :.lions may chanye the ie63L n si an cr .?.. state cf re: cr ail cf these areas Mao prC��ted C; De Ser . 9:B Oa f en3 a SC _� ?e;AreaS 01 n atl _ .:—.: •3 ac:.•a ; a a,,:•!, . t a 3, s t .�, a:es .� a 2...3:r 5.000 2.500 0 5,000 Fast : a•.a 3 p'e:a a -. ai:eaa ...- :t: .- i.3 - i t.31 ... .tea': .. h , / ,.,+: ‘ ,i ,ti , /4 �! (� fCity of College Stati Texas A PERMITTED LOCATIONS FOR SOE ( < A '' F 0 'r'' . A ' ..1'1'..‘'‘:.,.;; ' \ ' L''' ;.; '4/ ‘11, & .,, , . ? : t '4 „ 1 il , I � J ,...., iyol ii ', 4 t. , AV 1 / 'T ..•.•4144" / / fi; ‘,..!: E ' . .. ! 'k' ( 1 ' \� ^ k , ` ♦ + . 4' 1 r % % ± x / 4 014 * . 1 t ' a %F4t4.t:litAl q ' 4_4,4.: \ :‘:---= 'rEl 4101b. , , , , • , , / t, . 4 Fr 444 4 0, ,t, .„ 0. ■ . I, / .1 1 # , , . , iv 1 • , . A „ , i.;.qp ,.# • ..., i• t, A 0:‘,A / .-.. 1,.? ,. .. v . � ' / , . i , i , .. t • ci al Area "2" ` ' / ,l1 • a r: • 1 4 •' * y vs os , , .. � � s / Legend � *. y►r 4 � ALLOWED- location is in Speaal Area that permas SOE s to - - - - 1111 locate with specific restrictions by disldct. See detail maps for ; *V' f , each area Special Area "1" "' ++ ..\ 1 ►1 l i . • ., ALLOWED -Area rs in Zoning Dislripsli -14 �► 1 -2 C -1. C -2 or R -0 _ �► . � 'p'; • ` MI i n those areas not restncted by adpceni buffer requirements) ' , V V i , , . it• kea allowed is approx 958ac (806ac by Zonrng and 153ac in 'feel Special Areas) City total (not incluang5342acTAMU 2332ac COOS. 3006ac ROW. 4ac Cdy of Bryan 60ac USDA. lac US POSTAL 195ac BURMA or 327a CSISD) e approx 19.328 acres (958119,328: 0 0495) 4 Dwane percentage is approximately %of calculated Cdy Total !tote TheaccuacyelMeataaImtedto:e{a�ry r aca acy dmatade data aMthdo e a the Cry mats •r epresetetonet wales estethe =lacy d the eaa 5C00 2.560 0 5.000 Feet partyusegtedatadcesseathe e lk %sesta6 NMI . educed pour( t3 the Tees NW Intameten Act A it % Ter f NIV,tiv s„ A / // le e‘ V l' 1 AO' A. A / \ 1 \ I Qt tt, `. PERMITTED LOCATIONS FOR SOE ,00*, %\ Special Area "1" ! ';. � s 4 a � ra \ i F ss +%/ �` ` � 4' s ' 410' r ��a v ♦ � ° / ii, \ ‘Iir • IlO / /% i w#W11-- V 0 lt VO' \ / S' `' 4 1 ' \ , 0 .0 °, \/ 0 ' i ltko , , . / , $ St A+ 4 v i ~k \ Bit ° de • ' F e y ,N S S 1\\ce SS I e, 4f (; S • ecial Area 1 • o, � s s \ Or \O ' , r #h 1 A r � V # i a l A lt /\\\' , * 11° 0 f Legend ® P y III Special Area "1" \ ! a 400 Exclusion Buffer g I Illp'/ ' froi/jj / \ E ♦ \ t $DD 1 ' \ `: ResauagrdhsdMsslinhdbh 1 �� scaneydsaiebsdamihnMhOgr irs /� / ro repRSedslma axalesssbhsmngdh dsls I . ( / i1 \`/ Norton , 4 P AL*1ro � �e ° ua o n aw: 3�sa ,o' r l k I \ .<°.:te°.*, . PERMITTED LOCATIONS FOR SOE Special Area "2" „„--- _ 0 0 0 . e P - ‘ ., .,-- oo 0 4\04% .............. e.°°°........°°°°.......... . ,4000„....401 ; illp illi 4, le £'eci. ItZliei I A fl Legend IIII Special Area "2" ® Floodplain /Streams (Comprehensive Plan) 4 >00000111/ / A ,,,, ey .,„.,, y.,,, 1 0 04 _,--0.,,,„i 1, i----••/' 4,,,, fh i* A k• 0 r # • VA 1114 ��_ �., . > No tae The axuac, dal rs rretltc- e.aty, I���i C and mcurri z +a,alade ata and me•da•e re a9 naves ,1 , roregesmuo es sas re , : xac,c!n»aia fQ , pedbadmum Fe Teas Rub: ^a t I e ` 42504 W PERMITTED LOCATIONS FOR SOE Special Area "3" e .._-________ \ 4 „0.,,,/ . ay o .: ._.___ : .._. _ . __..„/ ---- \ / \ \ College Station s ol Business Centre N \ Cy Ci Aii / do g �0 . n �i f� \ Sseclal Area 3 Ci \ ( s \ \ Legend -- ■ Special Area "3” "/� 400' Exclusion Buffer • hppce The atmcl is dataslrMdbMafdg 500 250 0 500 Feet ell acogau deals* age xrdrwdaraagales ro repesmpecaor 'wades as the maaagdkdata "r, pry esrq!i the Ira dies sex tereapide ilbdm it Peduced Nun re ne T as K.bic *d Mb Act 4:574 , s∎ 4X . N + E S x 1. , ,4 4 area z a City of College Station, Texas 0 y14% i, ,� SOB CONCEPT MAP - Specific Tracts fir> /i t `. t r 1 �+ %.�, ± *t } 1...*:::).4.1,;,:i„ / ',,,, 40 , v, , :8 v , pr A 0 • -.0. , t. / 8 .*:‘ ' -4 it \ Ni\ vh, .00 %A /4 ;4 )4046s., „ 4 , , , ,40 . e iisieimiliw is) ' A / ,, 4 . • 4 / 4 ( .# `1 p , ' ., f i r } ft ♦ ,\-, : :: z ' f✓ 1 4, ,,,,,,./ =,4101 " $ t ' v1 7-4 A t,A 4 / / 4 4 AV .:; a ' • i ,( 410 4/ 1 Area 101 r . "' �! .'• ' / =1' ..` # i . '' 71 1r ' / 1 , / ' ..: V v ,- *Ir. il lie .... S,.,, *# c.„„/:''' /4.1k \ , III .„--„, . -•\,‘ 4 . t .., p„ . . sot \• , 1 11. v .. ... lip - mir ! ,. , . tr e v,,, , __ ....I., ro w,. _.„ 4 ,1 4 ' Legend ..,_ / " ,. • ° i , III - LLOWED - Loca m is m Special Area mat permits SOB 's tc 1 1. . // I _ca!e with spec fic restncaons by a ea I' 4 13, • i a :`j �+ +v.,• f Area a :u:.ed rs approx. 52 ac maw me general Special Areas \ . ✓ ✓ shown Areas re approximations for disWSSion purposes only \ Further research decisions may change the location. size. ando . :'soar /// shape of any or all of these areas ;. Map produced by Dev Set), 9 504 *name SOE_NewAreas 01 mxd 5 .000 2 .500 0 5 .000 Feet .. es s: a : -e : 1 - -a a s CITY HEAD MIT 77.26' N Boa 35" IRF o _ DETAIL 2 LEGEND IR =IRON ROD / CREEK _ IRF _ _ NOTE %�P�R�� SITE IP = IRON PIPE /N / / N CM = CONCRETE MARKER MOC = MARK ON CONCRETE SPACED AT A MAXIMUM DISTANCE OF 50' APART _�� I EXPANSION JOINTS IN CURB SHALL BE �' Q O / RO \ a /' / / x 276 t AND AT ALL RADIUS POINTS, P.T.'S AND P.C. S/F =,SET OR FOUND � FP = FENCE POST \ RErrC 1/4 "R 6" r FC = FENCE CORNERS ? / / = BB BACK TO BACK OF CURB \ ' / p � ROW RIGHT OF WAY ?' 3" BL BUILDING LINE y = •� PUE = PUBLIC UTILITY EASMT. / t/2" -� "' 4 �0 EE = ELECTRICAL EASEMENT I P 0 S S I B E ENCROACHMENT ; ^�\ , 8^ 3 �, . AsPHALr DE = DRAINAGE EASEMENT FOR 6" REFERENCE OF THE 10.01 AC / i ° Q�..... AE =- ACCESS EASEMENT. SCALE � / \ \ 3^ LIME STABILIZATION PAE _ PARKjNG /ACCESS EASMT. RIC METER „ _ 30 I EM ELECTRIC *� 0 �° - ET = ELECTRIC TRANSFORMER �6' \ \ \ ( \ 3 3" ° = = #a BARS n N pC�� 0 E /P /L ELECTRICAL /POLE /LIGHT 1 360 MH = MANHOLE O' \ 'L >P(�C� CO =CLEAN OUT 278.1 TYPICAL CONCRETE c WM WATER METER W /V WATER /VALVE �' = \ ` �� CURB W /0 GUTTER SECTION SS SANITARY SEWER 2 \ \ � USED WITH EXTRUDING MACHINE VICINITY MAP - NOT TO SCALE FH FIRE HYDRANT I 57 l GM = GAS METER T/B = TELEPHONE PEDESTAL C/TV CABLE N AC = AIR CONDITIONER OH - EDGE OF PAVEMENT OVERHANG EOP = \ 6 ( R) RECORDED MEASURED \ ( M) = 4 0 \` w s I `� A -- o ZONING M. \ � ' NOW OR FORMERLY D ETAIL 3 D. 1 \ REMAINDER E OF 71.52 ACR. IRF t 1 276.9 3007/341 RAMP ONLY IS INTEGRAL RED / \ BRICK COLOR AND IS SCORED 1/2" DEEP AT 2" APART (TYP.) PROPOSED SIDEWALK A - 0 ZONING 1 : 12 MAX. B -- - - -- _ .. - NOW OR FORMERLY M. a-- ax1���t- Ems, -L$D. REMAINDER OF CALLED 10.01 ACR. 2j8 i e - - - _ � 4 ^ MAX. 41 r �O <C. 12'x12' 6'x10. DUMPSTER PAD /� NING �j FENCE (Z L CHUNKS) A ZO ('7 0 1 , ��� J rrp TxDOT �' ?� 3.33' CURB CUT 'O IRF^ ROWrA ��� `' o° FL 291.70 \ \ PROPOSED RELOCATION 82.40 TC OF SPRINKLER HEAD 000 1 /2" • \ �Gx 5y 4: IRF \ B - 282.6 RINKLERR SP ? /q / E ING S' -0" 4'-0,. 5, -d., D ETAIL / k �� SPRINK t HEAD ?�95\ -..� 1 �►p- ti r T -POST DRIVEN 2' \\ o UM 7- S yr+ 2 (.SHEPLERSS OR AMBULATORY RAM P P p D �� . POWDER PER CY OF CONCRETE. 2- 1 2" REINF. BAR PER HAY BALE HA �\ \ ��' L_ 4�y' ` A r �'S• 6 , 0 " Y EXISTING BALE \ \. ♦ \ h �� ?�,' 28 Q 4iy o S \ TE \ O. L� o C �S S SELF CONTAIN 279.7 �+ SEDIMENT CONTROL `\ Q e F� ti so Qf�F� p S �� x FABRIC \ \ \. Q t 1tc� 9 q �Yp T SEWER M s \ �J Cn �,:•C ° \ x.5/8 4 d \ ,, ��, �,o e s s ♦� �RF \ O RR�iy_ aid, o cF,p CLASS "A" CONCRETE V OWN CURB 0.33' FLOW CO STD: LAYD #3 BARS 0 12" O.C.E.W. ♦\ \ \ \ ' 2$2:9 �o ..�' L �° SECTION B -B ♦\ . \ ^� OO ^ OCO x280.5 .� �. A - o Z 1.8T . ♦ ♦ A +z N! 9 9 p QP _ P SATELLITE ♦ \ \ \ � l} f O c^ PROPANE DISH �♦ \ GjJ,9 !G� C TANKS TI . f NOW OR FORMERLY cA •. .a> $ 82.B STEPHEN VAUGHN .\ 7 ry 0 w \ \ R 3/ SITE BM S(t=T ENCt D ET A IL _NG _. .. Q :86 A D \ b• x • > 5 , .i O. . NOT TO SCALE PORCH : : . o s o M U . D� oA . 6 CONCRETE SIDEWALK HC •P ti J "l° - . , ? SIGN O G j -0 �. �. ♦ o , . o :. . �- DIRECTLY BEHIND CURB u - . y„ f ,a e-, rag „, •,C'. .� u` � ." .. $ � ` •* . ♦ v '... .' .. ,: r' •?, Q . -!• ''�- 8 J "� LIGHT BROOM FINISH. ` A 1 w... ♦ \ �+ o p, be O JOINTS TO BE TOOLED 1/9 DEEP ®5 INTERVALS .... ...... EXPANSION JOINTS ID 6O -0.C. . ee a. e.e•sonr..s. acee,e:g - . m - IIZ S 3 2$2. CONTRACTION JOINTS 5 D.C. A. G A. ,...;f, o o a, r a a' y y 282.1 F . �, \ '. Nu A X $n �0 ti � � EXPANSION JOINT 6 �_0" o � 3/4„ X q" REDWOOD FOOT .� Q., r _ ✓ -,r 2 \�. -1 ♦ \ a J OR APPROVED EOUAL 4^ 1/ / •p ♦ O 279.3 , . '" {1 a ,.^ .. ._t;f,•:1 �""" V O� � *\ .� \ \ X � t \ \ x 2.0 g 3 BARS ® 12" O.C.E.W. C "A" CONCRETE ' : � ♦ �, •' b r # LASS i t, '. �• (4 THICK MIN.) f /�/ 1 ©� 7 ♦ `D "SILK STOC � K" , ♦ G' SEAL - WITH EXPANSION " SMOOTH 60WE1 BAR - NOTES, ♦ �j JOINT MATERIAL LANDSCAPING ANALYSIS \ \ 5/8 X 1B ,2 D.G. O �. ♦ `• COATED H VY SIDEWALK PLACEMENT 1 4 ( E W/ EA GREASE) AL :1. :LINEAR DIMENSIONS ARE IN F LESS OTH ERWISE NOTED. �' \ \ / L FE . UN o \ F � ,. VARIES WITH EACH = IN PTS. REQUIRED ti/ i 2. TOTAL AREA 2.236. ACR. L ANDSCAPING Q � >• . LOCATION &WILL BE SAWED OR FORMED, : ��, „ „ 3. GROUND SURVEY OF THIS PROPERTY WAS PREPARED BY CURTIS STRONG.. _ F � ♦ \ � _ ,, _ ... , . .. _ --� DETERMINED BY THE 1/8 TO 3/16 SEAL WITH EXPANSION ti \ P S. 61 t DATED 0 TRACT AREA ♦ '' . ' ':, •:� . �;,, . •,..; •:= 4" ENGINEER JOINT MATERIAL, MIN. R. ,,L #49 . : AMERICAN ED . JUNE 7, 2 00. o \ \ 4. COMMITMENT REF: :GF 15916 (N OT WITHIN 100 YR FLOODPLALN3 63.660 S.F. �. \ 3 /B" R DEPTH ®, -1 /z " # _ LANDSCAPING 63:66x30 . 1 910 s�, ♦ \ is -� S. THIS PROPERTY -DOES NOT LIE WITHIN AN IDENTIFIED 100 YR FLO OD \ \ :1 /2 \ / ♦ NON-EXTRUDING FILLER NOTE: L STREETSCAPE ( 1,190 RF 3 LONG METAL OR PLASTID CAP, INSIDE DIAMETER TO BE PLAIN ACCORDING. TO FEMA MAP No. 48041 CO205C DATED JUL. 2, 1992. ♦ �.. \ _ oowEL. IN AND TIE TO ANY .. ' , .:. • , .:.. :- ::: • , ....." .:. .. . \ S 7 16 GREATER THA :- - = 4 - R'. T H T W ITH IN / N DIAMETER OF DOWEL BAR: CAP .MUST BE CONCRETE STRUCTURE -• 'c . :. •• . . HOWEVE HE REAR PORT OF T IS PROPERTY APPEARS 0 L E TOTAL. REOU1RED 3,100 \ \ G \O.- i LONG ENOUGH TO COVER F DOWEL AND HAVE STOP SO ADJACENT TO SIDEWALK THE .100-YEAR FLOOD ::PLAIN, ACCORDING TO AN; UNOFFICIAL STUDY PERFORMED l 2 0 1 ♦ \ i " (DRIVEWAY, INLET BOX. CURB, BY THE CITY OF COLLEGE STATION "ON THE NORTH BRANCH OF LICK CREEK: ADDITIONAL STREETSCAPING REQUIRED s END of GAP Is 1 FROM ENO of BAR, ,. _ _ ♦ \ cS+ \ \ JUNCTION BOX, ETD.) WITH - 3 X 6 Lo. BARS 0 12 O.C. 6. ALL- CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM WITH 1- H T EVERY 25 OF FRONTAGE \ s• s S ID EW ALK CON TRACTIO N s S HA D E T REE FOR \ �� THE JO INT T R ! T THE ITY F S TA TIO N. F SIDEWALK EXPANSION E 5 ANDA flS AND .SPEC, FICA ONS OF . E C. O COLLEGE S A ON. 231 -33 25 . 8 SHADE. TREES ` 7. IT SHALL BE THE RESPONSIBILITY OF THE :CONTRACTOR TO LOCATE AND & C JOINT T T , Y N RG - TI ITI = FF TI ' THi P ` PRO EC A N u DE ROUND U L Es A EC NG , s LANDSCAPING PROVIDED ALL NEW S. THEE •CONTRACTOR, SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 2 DAYS CONCRETE SIDEWALK PRIOR TO START OF CONSTRUCTION INCLUDING. . LIVE OAK, CONTAINERIZED; 3.5 CAL. ox300 2,400 CITY OF COLLEGE STATION WATER SERVICES - u "3 .. T REE YAUPDN;S . X4 1. ; 20 o >' &WASTEWATER SERVICES 7 64 .3638 33 0 ,3 Q r CITY OF BRYAN ;. SERVICES 821-5830 P PROVIDED' x,20 _ _ TOTAL POINTS P OV DED � , CITY OF COLLEGE : STATION ELECTRICAL SERVICES 764 3638 F - TXU` . GA .'PHIL : R i H T - 775 -1 ` S CO E N .AR 624 PA- GTE-JOE YOUNG - '321" 4 .. GTE E YO 303 G" ' 'GOX'�COMMUN(CATIONS. 9. THE : -CO ACTOR SHALL $E FOR SEDIMENTATION RESPONSIBLE -: CONTROL NT S I T H TH Y I SIT 11 D U R IN G CONS TRUC TI ON AND S HALL .TAKE E NECESSAR STE o PARKING. N G. ANAL.YS 1 S ; i 283,5 AM OUNT F 01 AND DEBRIS ORIGINATED AT THE SIT MITIGATE ' _0 SOIL N DES E . A ND ��' _ AND' CARRIEb N-r O' PUBLIC RIG TS OF WAY, WAT R COURSES AND BUILDING, AREA 2,828 S.F. T PRO PERTY TH1 F T TH E T A T'' R HA • IN' T ADJACEN OP.ER ,, TO , THIS_ 5...E FEC, ,E_ CON. R .C. O S LL S ALL : P R RI ;, • H : REQUIRI =D S .ACES, ONE PE A .SILTING .BAR ER ALONG THE LOWER .ENDS OF THE LAND .BEING. ( T r _ EVERY 50 SQUARE FEET ' DISTUREiE ACCORDA CE Wt H DETAIL. 1 SHOWN HERE.. . D, N_ _ N S W _ . I 2828/50 S.P.= 7 SPACES SPACES RE U RED. 5 4 SILTING ,BARRIER:' SHA L BE OCATED AS SHO N HEREON: _ L � _ w _ s S TO C K IN G� L OUN / KI PA PR VIDEO: 60 10. THE CONTRACTOR ' SHALL MAINTAIN ACCURATE RECORDS OF ANY PAR NG S CES 0 bi ON T RUCTION- CHANG S T B S D T . PR PAR AS -•BUJ T, DRAW H . -' VA AC CE S SIB LE ) _C S - E 0. E U E O E E L O. W( S 2 DESIGNATED _ .0 N AC ES LE HI H' ALL U MITT ` T TH ITY IT I Y ' W C , SH : _ _ BE . 5 B . . ED 0 . E C W H N 30 DAYS OF PROJECT , OWNER / DEVELOPER: S PT R 0 0 : f DATE E EMBE 13 2 0 COMPLETION OF CONSTR.UCTIQN. , _ � , �. td ei "A L RL'� T CT 11,. W SERVICE _FOR T' IS PROPE TY IS ,PROVLD BY S RVI l XT 1, IRAt�1 W. >. }i R ED A E GE LIVE E ENbNG APPROVED BY. CG _ B DOLPHIN CLUO INC. LU E -- - o 0 � H -. A- T RN ..RIGHT... AY , H NOR THW ES T T R , _ O : , T Ht E S E OF W. .L NE OF WY $ NOR WES O ROCK P R AIRI E,: ROAD,. V DESIGNED BY: JEM E D _ ROBERT S TEVENSON EN ON A 54 , _ A R .E' T S LEAGUE UE o Jl LLEN Ji� _ _ c M 1 P :B MCHMARK a CITY : F- C G ..STATION . MONU ENT 1 1 7 4 .. 2 PR M E S O. OLLE E M 3 .. ELEV 2 9. 3. _ - 1 V L' J�S Al Y S NJ� ENGINEERS NEE • . . PL ANN . N�' _ L� A X . AVE. 123 .�. S. T AS A E TE ;. i _ 3833 E _ -. I T I SITE 'BE NCH . S AS T. ORN R OF UI D S U E , .... E ERNMOS C E B L NG LAB, ELE 283,80. - .. # REV ISIONS: I O IU S. _ 1 SHEET L �l 0 1 S� Tl� TEXAS AVENUE . BRYA TX 80 4 .2 E� A L'N NT TI (TI H 'EXISTING N T N 3. ALL.. EASEME ..S AND U L ES SHOWN ARE S NG U LESS OTHERWISE NOTED. : .8 BRYAN AS 77s 979-846-868 TE 2 _ E .213 X _ ...383.3 S _ X S AVE, E _ .. SOUTH TEA _ _ _ 979 8.4.6 00 _ N : t , C`OLLJ�"GJ�' STA TIO RAZ OS COUNTY T.�'.�A S : . .. ... OF ' 9 9 6 00 , : FAX. 7 84' 6 _ _ 1 4 ov :