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HomeMy WebLinkAboutSPMETES AND BOUNDS DESC lFrlON OF A M ACE TRACT MORGAN RECTOR LEAGUE, AA COLLEGE ST ATION, BRAZOS COUNTY, TEXAS METES No BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PW_a OF LAND LYING AND BEING SITUATED N THE MORCIM RECTOR LEAGUE, ABSTRACT NO. 46, COLLEGE STATIOII, SAMOS COUNTY, MM. SAID TRACT BEING TH•IE REMAINDER OF A CALLED 2.07 ACRE TRACT DESCRIBED AS TRACT I BY A DEED TO MOCAM INVESTMENTS, LTD. RECORDED IN VOLUME 2797,PAG E 119 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS SAD TRACT BEING MORE PARTI(UA%Y DESCRIBED BY METES AND BOUNDS AS FOLLOWS BE(I IN0910 AT A 5M INCH IRON ROD SET ON THE EXISTING NORTHEAST LINE OF TEXAS AVENUE (AS PER VOLUME 5070, PAGE 1 73 OF THE OFFICIAL PlUBUC RECOi406 OF BRAZOS COU M, TDXAM MARRING THE VW-ST COMER OF SAID REMAINDER OF 2.07 ACRE TRACT AND THE SOUTH CORNER OF THE REMAINDER OF A CALLED 1/2 ACRE TRACT AS DESCRIBED BY A DEED TO WALTER Mc&gL ER AND WIFE, BESSIE McGRUDER, RECORDED IM VOLUME 133,PAGE 97 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS; THENCE: N 41 ' SA' 21i' E ALONG THE COMIMON LMVE OF SAID REMAINDER OF 2.07 ACRE TRACT AND SAID FW AIM OF t2 ACRE TRACT, AT 191.44 FEET PASS A 518 RICH IRON ROD FOUND MARKING THE EAST CORWR OF SAID REMAINDER OF 12 ACRE TRACT AND THE SOUTH CODER OF THE REMMDER OF A CALLED 1 ACRE TRACT AS DESCRIBED BY A DEED TO WILLIE ANION STEEN RECORDED IN VOLLIIE 825,PAGlE 90 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS, AT 295.44 FEET PASS A 112 INCH NON ROD FOUND IMNVQM THE SOUTH CORNER OF LOT 25A, BLOC( 2, ROWIDS ADDITION, ACCORDING TO THE PLAT RECORDED IM VOLUME 9095, PAIGE 325 OF THE OFFICIAL PUBLIC RECORDS OF GRAMS COUNTY, TEXAS. AT 401.42 FEET PASS A 56 " IRON ROD FOUND MARKING THE EAST CORNER OF LOT 25B. BLOCK 2 (PLAT 903613 AND THE SOUTH C OF LOT 1, RICHARDS ADOITIOH, Ar�01�aNG TO THE PLAT MLAPE EC IN VOLUME 374• PAGE ON OF THE DEED RED OF BRAZOS OOUNTY, TE•M CONT1NItJE ON FOR A TOTAL DATA OF 57GA2 FEET TO A 501 W04 IRON ROD SET MAMNG THE NORTH CORNER OF &W REMAINDERAF 2A7 ACRE TRACT AND THE WEST CW*R OF LOT Z BLOCK 2, +CFO ADDITION, PHASE I1. ACGOROSNG TO TIE PLAT RECORDED IN VOLUME 449, PAGE 349 OF THE DEED RECORDS OF BRAZOS COUNTY, TEM; THENCE S 53 ' SI' 40• E ALONG THE COMMON LINE OF SAID REMAINDER OF 2.07 ACRE TRACT AND SAD LOT 2. KFO ADOITI011, PHASE II, FOR A DISTANCE OF 149.80 FEET TO A SM INC14 IRON ROD SET ON THE NORTHWEST LIE OF MANUEL DRIVE (HBO' R. O.W.) MARKING THE EAST CORNER of SAD REMAINIDER of 2.07 ACRE TRACT, THENCE. S 41 ' 51' Or W ALONG THE NORTHWEST LINE OF MANUEL DRNE FOR A DISTANCE OF 5n.74 FEET TO A HOLE FOUND N CONCRETE MARKING AN NQLE POINT IN THE EXISTING NORTHWEST LINE OF TEXAS AVENUE; THENCE: S B!5 ' 21'27 W ALONG THE EXISTING NORTHWEST LINE OF TEXAS AVENNIE FOR A DISTANCE OF 12.73 FEET TO A k4k FOUND IN CONCRETE MARKING AN ANGLE POW IN SMD LINE. Tl'E NCE' N 49 ' 32" 42" W CONTINUING ALONG THE NORTHEAST LINE OF TEXAS AVENUE FOR A DISTANCE CE 14156 FEET TO THE POINT OF BEGRIMING CONTAMVIW 1.969 ACRES OF LAND AS SURVEYED ON THE GROUND JANUARY, 2004. BEARING SYSTEM SHOWN HEREIN 19 BASED ON GRID NORTH AS ESTAK)"D FROM OPS OBSERVATION BRAD KERR REGISTERED PROFESSIOINAL LAND S RP.L.S. 40.4602 N/F WILLIE AARON STEEN REM.1 ACRE TRACT 825190 w 541 INCH IRON RODfOUND CITY OF COLLEGE STATION 10' SMIITARY SEWER EASEMENT 3171118 N/F WALTER McGRUDER AND WIFE, BESSIE McGRUDER REM. 1/2 ACRE TRACT / 133197 A� SWAM MMT[R A V cXosiwc spa+/ scow craw Mm SITE PLAN N/F FIFTY THREE PROPERTIES LLC TRACT 4 2099/245 1/2 INCH IKON ROD FOUND Cph 1 tK A O � LOT 2 �. •. RICHARDS ADDITION �• PLAT 374/655 ' NIF FIFTY TH RE F PROPERTIES, LLC TRACT 4, 2099/245 LOT 1 RICHARDS ADDITION PLAT 374/655 N/F JOHNNY WASHINGTON AND WIFE, JOAN WASHINGTON 4W/150 ZONING R -1 LOT 25B BLOCK 2 RICHARDS ADDITION PLAT 3035/325 WF 1 o' Puei.Ic MAGDA DELEON 4833148 UTILITY EASEMENT LOT 25A BLOCK 2 RICHARDS ADDITION PLAT 3C35/325 S '21'23 <1273 � S 021'23"W 12.73' r UTILITY DEMANDS: R WAl ER: 32 GPM ELE400: 100.8 KVA NOTES: 1.) CONNECT TO EXISTING IRRIGATION FOR NEW L.ANDSCA DING 2.) IRRIGATION WILL BE APPROVED PRIOR TO C.O. 3.) 100% GROUNDCOVER WILL BE PROVIDED WITH EXPOSE) AGGREGATE ROCK ON ALL PARKING ISLANDS. 4.) ALL ROOF AND GROUND - MOUNTED MECHANICAL EQUIP VIENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT -OF -WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THIS SUBJECT LOT. 5.) OUTDOOR LIGHTING IS PROVIDED ON BLDG SIDEWALL. I •IGHTING AS INDICATED ON E -1 IS A DOWN DIRECTED LIGHT. 6.) SUBJECT PROPERTY IS NOT LOCATED ON 100 YEAR FLOOD PLAIN r' SIZE 8" AND LARGER 5 GAL. EVERGREEN /f — EXIST G FlRE HYDRANT b 9 R00 SET NAME A TYPE CREPE MERTYL (Lag erstr oomis Indica) NON - CANOPY TREE PHOTINiA (PHOTINIA X FRASERI) 2.1 CALIPER L111E OAK (Quercus Virginian) th;$► CANOPY TREE f LIG USTRUM (Ligus luddu var. 5 GAL cornpamm) NON -CANOPY TREE, EXISTING STREETSCAPE: (170'/32) = 6 CANOPY TREES OR 12 [VON CANOPY TREES REQ'D. (170'/50) x 300 PTS= 1020 ADDITIONAL PTS. REQUIRED: 2- LIVE OAKS (CANOPY) PROVIDED 8- CREPE MERTYL (NON CANOPY) PROVIDED ADDITIONAL: 4- LIVE OAKS: 600 PTS. 7- CREPE MERTYLS: 280 PTS 16- LIGUSTRUMS: 160 PTS. TOTAL: 1040 PTS. LANDSCAPE: 22 SO FT SITE AREA 22 /1 9 000= 22.22 22.22 X 30= 666.6 POINTS *USE MIN Of 800 PTS 15- CREPE MERTYL (NON CANOPY) PROVIDED: 600 PTS. 4- LIVE OAKS (CANOPY) PROVIDED: 600 PTS. TOTAL: 1200 PTS. i an �wr r -cis farm 'o• %o O� V V F F� N/F s' Qti WILLIE AARON STEEN h � REM. 1 ACRE TRACT lip 825/90 a/ JL 304 F 462 f woo 0— .4 . � 305 A m EkrOSE GGR& ` TE N A3-) FD POCK 0 ISL C 100% GROU v� 'Q \ '9L N U SO I NVESTMEN TS � C , RE .07 ACRE TRACI S ' O TRACT , 7/219 �A F LOT 2, BLOCK 2 ICF'0 AD%TION, PHASE 11 NEW LIVE OAKS FOR PIA7 4401349 DQITIONAL �TREETSCAPE IWF DENA BETH KN" AND 1t S3 ,� pgvlD LEE KAHAN 4 / s � • SO O � 3T19V91 S6, '�9 LOT 1 BLOCK 1 sy � 1.9ss AtMS NEW LIVE OAK 1 Fr. l l O '/ O 0 04/ �. p C' Q 0 ,p F i c,Q 'Q 0 HEISTING HACK R ��A' ro f ..h 1� . C4'� O V �o of 1 it ., �Q v V ATFA VALVE ti �. STOP , ® lw I IV SAN. SEWER PROVID IL ENCING AS PER DftTA PHASE LIN . R 4 /C1 PARKING REQUIREMENTS: EXISTING PARKING FUTURE PARKING i � a w - EXISTING SHOWROOM- 2872 SQ.fT: • 250 = Spaces Needed: 2872 s NEW SHOP/WAREHOUSE- 4000 SQ.FT Spaces Needed. 4000 s .ft/ 1000 .ft= P 4 T .. d A� AL • .ft/ .ft 11 spaces aces 4 sp aces Future Spaces Provided: 4 r t� w Existing Spaces Provided: 12 I I► GOK. N© w�wr 000us own EXISTING WAREHOUSE - S63lfi $Q.fT: • f t ► ARX T OiYMa 'I!O. M. _ AI i � A In Y {. y . Spaces Needed. 5633 .ft/ 1000 s .ft= Pe a4 Q II :'. F 'f ..• AL f �. A. i 6 sp aces P t v _ {• ; w / I Existing Spaces Provided: T t ar Y r XT SYMBOL i� ping rile_ aw! 10 16 150 1; r : 10 1 - . w Q UANTITY POINT POINTS �a# w -` 30 57 Z 4" - 1 1, ; , I:", v ,;., , p �t A i f Or ... A, A , '14 I , IF � -In g 41. 7' N, QA x, 2 Z 7 K- T­�W­ tt "4 .4� 7 1 1 . 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Ms tjf 7� t �. �51 _j Z I 4 4 �j� r � j lit Z 44 W*tx Z) 4-4 A V �7 t '. At' 7�1 '_ _ N I C 14 # J; tt -.f AA # f W 7 4j - 7, Q6 'T . �!k A v. k j A If W"'t t P , A 7*6( Fla k m -0, A;Vl . 1,4 v - It / 001 * G i N_m V., *v. �Y o n 12 20 0 .0 S tw -, - I 4 L m q�, �N L "t, Nkff 151 -ivel z �V ft A kit WWI I WIliT W f5T� AN J, Fg. W 10 ^ 10 . IWO V 4 1 7117 4 ,_ Y n WA W ". 41, D ff 71"Wzl:�_J� A — % A 77* Ads A 1 1­4. st v v % p 14 1 let 7, - 0q , k,_ _9 I I . ., , , �, Z ir 'A 41 , rI � , � IWO 0 7 �4 - sn Its 1i _7' Y, 7 T4*4- 4 In Wa Q 7 b .4 kAID 131�� u W4 i X, Zp 4 '41 A 4X . tr ". F W "NIM IL j,� 7 � NEM A 6-50R 'sos kk W4 %-.'- �t4 f:` 4"l TO CONTAaOR 4 5", ,0! A\ co �.­K 3" �?r j # 2W Vt I Y, WS L4 , MI 4 or , 3. W M AL *1 4 4 A" 1 4 1v A Rr Wip 7 W- It V.- k WA I lk 04 A ON J '44 � 5 ,7": R 7 4V 54 *0 W", AL - lw"�F 4: T, A or, 4 Xt. % _R: 44, 71,4 - N -A It f 1 � 4w; ; t "A .,t x N �k z 4 LAW L 12 POU 30AMP* 120V �7 EL1cmcdkL Nmm W I F­ i- LIGHTII� (v CONTACTOR 41 L kt . AW V, ALI. "M AM A& NEMA 1. WMH HOA .5%fMCH TO NEAROT m" 'g IT ':t 1V a& A 14 4r, .A V­ _IIJWr " 40 y ., 'T � p r 6. 4 OWW 12CKt GFC1 MOOR 1"TAUAbofo I N'- Y A AV Iftim 'U, P"cvro CEU EM T� R45T jA. AORK Z _ 6, w. X- i f A -F U TO Fqft� �4 A u 2 4 I . . . . . . . . . . . . . . IF7 A -low 5" 10 **TOR CONTROLS C g __ ��T jW + ir � _J� V. FOR N%AWAL MALL ft W1 -A IV MAO mi t 4� % lam, WtTm amc. 90 4­1� A IN NAM POW K01"141 A , % PW, VtL Y v, I j 07. " T N" R:.W14. MEL AMA f 4 AND AUTO"TIC CONTIOL THROg" tit ASOVE GPZXM. Wk k ML A PHOTOCELL CONNECT TO WALL PACM I i I t � y FO 4 12, Qj _ N j, 1 1"", T ALJ. PIOPY AM FLOOD LIGWS. V. k . --ft" 7 1 , -W, W 01N*ft TO Tvv GPAW TK So" W, IS I wp:� V t I 4t 5 TYPE A/4 Cm r V+47x - �Jli _"V, 7" , n5 441A 1% TU 7� ?W TO (CWTING, COWACT >R :q 4i INT 71 t,-. '�"f -,�; v r I i A " i L up IT i, , , � I -- - - - t, :, , I., 'N T N . F " W__ d Ar I Eli 4 "710 37 41;, ElemcLe E I e c t d Colma I N ot e,,361 T; L 4. 1, �T�ZT� ;x 3 77, 4 qg, Off p 1/8 1/8 1 Y� 75f7, 7. 7 7 _�T 177 OW00 I A R Xr L ' ej 7" Z� 7� wo q 14 x 4 � Ti am," Qff in v - - -.1 "M , � , - ;" � " -, '-% � "I J "felt Ad c% c 7 1 p T I T I , % t t AT L -E I C T PANEL: 1111 BASE BLD. N SERVit; VOL zm, A SCHED LE L0Cw0*AAT10N: 12"Owv4w, �AIO =kIOA 4dEA AF JR M 7 4 120 240 VOLT I PHASE 3 WIRE 400 AMP� 80*� MLO 10,000 AMPS. RMS. SYM 101 t ;v �j -3HASE v NG L 4TIED CONNE ,0A01 LOAD LOAD LOAD. QESMPt1*N: ' OAQ %V '� ("KT. BKR. �A DESCRIPTION WIRE BKR "KT, AMPS WIRE DESCRIPTION A0 "A) T . ..... WATTS 'WATTS KV0 40- SIZE *10, A GENERAL LIGHTING 6,2501 SO FT. X 2VA x 1;.MMA pj gg-771 SITE LIGHTING 1,400 #10 201e- Al, Its 2CY2 012 1,WO WASHBAY LIGHTING 71"JM i7" . 141 X . VA ACTUAL LIGHTIING"I 1 500 ; 4 RECEPTACLES 35 1WVA SITE L IGHTING 8w 2Oi2 202 1,000 WAREHOUSE LIGHTING 4 777 - R q?, t A/C 8 TON -T A tr A­ SITE LIGHTING 4 , 20/2 2,000 1,600 WAREHOUSE LIGHTING HEAT OAS OMIT 3 PHASE S)4()p &Q U I PM EN T 17 �7 17:7- #12 2011 OFFICE LIGHTING f I PHASE ISHOP EQUIPMENT' zky, 4 U 4' 34.4 1 7� 10 W� �, 11 ,* . V., -o.­ ., , , . .. > - - , Z, 720 Xly �A `1 � WP GFCI AkU (1) 0 1 1/2 HP 4 0 240 1 %! �4f SPARE Aw Z, SITE UnHTING X ' o, $12 1,200 BATTERY CHARGER r.,- 1 'N, v3er 2 As SPARE 010 2,040 LIFT CHARGER RECEPTACLE SIGN 4 f T 246 30, 2 I LARG f MOTOR 22A X .25;='!� GAS UNIT HEATERS 1,392 #12 2.040 LIFT CHARGER RECEPTACLE GAS UNIT HEATER 696 2,040 LIFT CHARGER RECEPTACLE SHOP HFAT ( GAS ) BLO MOTOR LIFT CHARGER RECEPTACLE % WP GFCI 720 2,040 SHOP 19AN ( 2 ) Q 10A )k A f OFFICE RECEPTACLES 1,260 7 4 -T I I [ ) , Z -,­ Ai A., VI �1­ LIFT C 2,040 TOTAL LOAD A 100 LIFT CHARGER RECEPTACLE' 2,040 P - 7, 7, 4 JF T 77� _t ` - " "' I 1 11 , '. OFFICE RECEPTACLES 1,260 2,040 LIFT CHARGER RECEPTACLE A N . 1 A COFFEE BAR 500 2,040 LIFT 1 PHARGER RECEPTACLE' V !Ii;;n 4rW 77 lir p I I . , . A, :TM A % % A 0 DEDICATED RECEPTACLE 500 SPACE + � q 4 REFRIGERATOR 1,000 BULK FUEL TANK PUMP 2,000 #10 X11 1012 i�rq; 150 !, X v "7F, _1 f�r A X o; PHOTOCIELL FOR LIGHT CONT. " T p� �V� TOTAL CONNECTED LOAD. v U J TOTAL CONNECTED LOAD AT 125%. Z'; 7FIN Al R - �l J7 7, I 'iX4 It It Panel L oad Ana ElecMcal L' 2 - 5 701- r 1/8 1 . ;3 V 7 Al p A .7 �' iT I 4 " 14� 5i �r, - W P�_- 7I - vi A 7 BASE BLD. 4�� _�t. 1 T ' 7 * 0 k %k4 'I i�­,, c, 1201240 VOLT 3 PHASE 4 WIRE 400 AMP BUS MLO 10,000 AMPS. RMS. SYM 1 14:4 t A 41 ":4, PHASE Ile, LOADING LOAD LOAD DESCRIPTION WIRE AMPS C KT. BKR. WIRE DESCRIPTION WATTS WATTS' ;t"41' SIZE NO P 0. SIZE At 4 4 7- �m f v 4 I � 11T A 8 C A* , It. U PRESSURE WASHER AIR COMPRESSOR 5,903 #10 30/3 40/3 08 9,105 -7_� 7­ iL -74 A -A F1 LIG T' Q'i A - Uw 4 jV w i l� �A 3 N J4 5 i, f.. I TIT 4 "Z C- I Ir - I , 'i 'i. ", 1 1 . . X �A_ 1,776 BAND SAW 2012 Ji 6,000 ACCU #12 5013 #8 A N T'tl - .4 4� + J�t AHU 1,000 N 0 4 20/2 A J -777- '*7-50W EM.ER�,'L"'Y1­.1,, 50/2 9,SDO SPECIAL EQUIPMENT 4K '4� :5, 4�z 40? r Ll 0 T VA" PRESCOLITE4 E 2 INCLUDeo SHOP EXHAUST FAN 2,300 -_ 2012 EDS4 4 . 3012 #10 . 1 4, 'T� A , WASH BAY DISCONNECT p, 4� �w I j 'j�' 4" f 4j , k,, (1, 000w x --f -T 4ww SPACE WP RECEPTACLE #10 2011 180 G.E. SPACE F PF4S40M0AWy4WK -)o 1 #10 WAREHOUSE RECEPTACLE 500 2V1 #10 5W V ( ALT FOR 10M) WAREHOUSE RECEPTACLE a S. A 50o 560 WAREHOUSE RECEPTACLE r WAREHOUSE RECEPTACLE G.E. 1 4 A �"y p ig SPACE SPACE GL56400M0AF.A 1- % "'t � I, - . I �, � 7 . . , . " , A I I ,, * '4 ;, w. 4 WAREHOUSE RECEPTACLE 500 #10 20/1 #10 180 WP R`ECEPTACLE 1J. VVW A 3-11 ft 4S b 75W 360 WAREHOUSE REC,..PTACLES - I - WAREHOUSE RECEPTACLE 500 G.E. # iA -VAR IWUME M SPACE 1-12017MM" SPACE S&LAST -.4 WAREHOUSE RECEPTACLES 360 #10 20/1 20/1 010 EDF 'A" 7 = i4ii % SHOP EXHAUST FAtJ 120V WAREHOUSE RECEPTACLES 500 20/2 012 2,300 COLUMBIA # W12W JNCL�, SPACE p 4 WtD VP`24-332G-MA36-AV-3E IN 2C k SPACE 4k w A"� 491 1 1 :, " 400 TOTAL CONNECTED LOAD' SPAULDING# 'v N f w - , .11 --* 0 WG4400M ON TOTAL CONNECTED LOAD AT 125% 4, 1 1 A: — 6 , 4; 7� 4�' V hall Panel L 1 vc an- e, d 0 Fixture. S U101 'Al-A A' , T� . - 011 iiw 1/8 1 Z" .41 4110 5 ' k Al nA. I v� - W Z ­� 4 'y I -r- i 4. TDC . 2 4111 1 0 " -,fik - y� a A V X 0 4 V �0 k" q�v 'a; - 4 Y i 4 3t : t ' r, t4 A. UTILITY A ,. i�., _ . '' - 'I, , ISL - V­� , ­­­ - - - W;,!- ��i .1 - W 'k A., t - 1 7­T_ % ti - -7. 411v X-FMR 4M A 4 f POLE 14W DUTSIDE INSIDE FINISHED GRADE Riser Dia 1 1/891 = 1 #- 3"C 2-500MCM THWN 1-250MCM THWN NEU 3"C. 2-500MCM THWN 1-250MCM THWN NEU 3"C. 2-500MCM TH /VN 1-250MCM THWN N =U 1-04 GI ID PANEL PANEL ( 2 ) 40 )AF (1 20)AF 4wkMP 215 N CT 3LP 4W 1 /0 ENCLOSEDi + 3 TO STRUCTURE FU)ED D1 3 C N:',R ioxinxw N-1 WITH POWER BLOCK #4 TO 8'X 5/&'COPPER OND. ROD 41 ?Ir Y 1 p I 0i 7 vfj f 4 '4 gju 7V Al 3w . 74W W_ SK 4- Nut v w U ; �7 _4 77, Il Fi; 41 7 V �41 . g 7 :�A y �4 A - SEVEN � 'k. I T­ 49 P lk o IjL: 1- 1 '.. 1— �k' *`, ' A I , 'L , P0101 oo 7 v v IMCK !el 1 A)0 7 h- 01 ell + 4 ;10 - fok 1460MMITH"'NEV, Y4 �Z IV 4 'Pk '1 4 14" � PIT -�7 zta 4� apt. 4-V --t.71 7 t lt4wr%" TH ;Jr i, .4 Jt 6 11� I-AA4 144 GND, ' IV w 1� 31 ji�,o 44 , 7 lt 4 - f JAI_ L eL E.) It A AI'A J I 4 Plow A _0 AIM jv A 4 j!V 7 rb e V - 4, A14 `94.; K ' y �? IQ % R V W , "17 'It, k !&of .0 5 47 � "CT Alga WIDOW" 'A ; 4j 6 - 4q- Ilk" A" k� Ali 7 1 7-7 7 f w A 74 1 '7� V* 1 * k J, N11 -4R kid pp ft 74 421 Jq� _ T 0 OAT 4t A r , n7t ew- j�: 4k ; J� - r uia ram Ilk. Rise �Ml � , W V 7 ITA T A 4 C� i A. P A- W _-, , '1+�, A z y �:i, V- 1 _A* F A : A. ; 4 �b I Ut 4 7 ':j 304 V , QP �o� O F� s�. o , I ' ve 's '9 7 r "J t 4 S ti Qn_ L'J 5530 F PI524 F BC SS29F� NY ANT 5526 (' CHAIN LIN1t FENCE W/ K/dOX BOX _ FOR SIRE DP7. 2 AN CINITY MAP GENERAL NOTES: 1.j 22 SD FT SITE - 22 SD FT X 30 PTS/1000 3Q FT 666 PTS 3E MIN REQ. OF 500 P 2.) CONNECT TO EXISTING IRRIGATION FOR NEW LANDSCAPING -� S.� , �C A�-e C f� \ � � 1 1�\ , 0o V0 r 3.) IRRIGATION HALL BE APPROVED PRIOR TO C. W t � fs 1 s vmlrm OAK / EXBTWC SON STORM ore m w elmE SITE PLAN Jlr 44 a STOP Sn� SCAPE REOt1EMENTS: PTS PER PLA PTS, TOTAL EXISTING PARKING EXISTING SHOWROOM- 2872 MFT: Spaces Needed: 2872 sq.fV 250 sq.ft 11 spaces Existing Spaces Provided: 12 EXISTING WAREH ME- 5635 SQ.FT: Spaces Needed: 5635 sq.ff/ 1000 sq.ft= 6 spaces Existing Spaces Provided: 7 FUTURE PARKING NEW SHOP/WAREHOUSE -4000 3Q.FT Spaces Needed:- 46".ftt 1000 sq.f't= 2 ✓ 2 5� _ � 4 spaces Future Spaces Provided: 4 ck PARKING REQUIREMENTS: METES AND BOUND$ IDEPO nlION OF A 1,M ACRE TI ACT MOMM RIB I LEAGUE, A4e COUSOE StATION. BRAZOS COUNTY, TEXAS WINIJ 0 9MM OMWI aN OFALL THAT O WAM1 TRACTOR PMV* OF LMT D LYW AID SM WTUATED IN THE 0010011IN TOR LEAGUF, A987RO CT NQ 4I► C I I STATION, BRAM COUM IV AIL SAD RtACT 91Mi 11% °!t OF A CAiI�i IX ACK'IW==04M AS TRACT I BY A OW TOMM1 0 B TU tit.. NN VOLM 2NW)ft EV107HE OFMIAL Pi�IC lot#,= 03MMIE". INC 011 lag 0 SAND YWT BEING tyICIItE POWCULAFLY D BY WrENi BOUNDS AS F410ft I000M AT A 54 MltB 1 MM AW SET ON IM VOB W N01t'IHEASTtf*0F TVA AVOW (AB PER WMAM IM VIOCIF FlUl" WOM +OF 0%4M GOtOW, TVIA% MAJIMM THE rA c lIaI RAP OF 2W AM =VT AND 1W SOUWWANFROF THE FW*4)ER of A GAUEAWAM MMMINIC PON &Y ADMI TO WL WGRUMANDWE.BE Mrcd�icll�k �� raxr aF �+IE � COUNTY, �; C THOM N41 'n Wit ALOO Tip MMM Lft OF AW FEMAMM OF 2J? ACRE TRACT AM i WOOMPAW of 1st TWO. AT 111111,44 FW PASSA 0I1101 NiONlWF0U MA W THE f W 0011010 040110=100F * TIUAt. AWD THE MOUTH COR MMOF THE AOVOW OF A -f AGIO ?OCT AS 06101 111110 fY A DM TO VOLLIE AARON STAN FtKxxm IN VOLUME WPM 11 OP?1M !E"m 000 0 FIDIII(P IfVdM COUtTY, IVA& AT 2!8,44 FEET PASS A 192 INCH VM FtltAiy #Mir" TIM SWW C 00 0 1 OF LOr M K= 2, FKWJWS "VK ACCOR010 TO IE PtAT OIL eaA C%*M, UP&AT KA9 FIeTPWAwl *ISa MDFOUaiDMAir WlW EWOWWR OFLOT20C BLOCK ?.PK t 01 l0F LW 1, 111101AMISAiDOMON. ACOORD lG 70 THE RAT tr t �tS�TH/E t DlEC tctOF 0111WIS C OUNTY, TEXAS, CONTI 4* ON F FOR A YOTAL DWAMOF =MfW l* 541901 Ift AW SET MAMW 7 E WORTH CORNER OF WJD RBb MRIER OIL W AM?'R4i NO IM AIM i OF LOT 2, K= 2, XFO ADDITION, MW IL 70 TIE PtAl RWWM It bi°?111116 N0. POE 341 OF THE DEED RICOM OF SRAM COUNTY. THENCE: S 6 '!"' 4r E A DWIA E COMMON LINE OF SAD REMAINDER OF 2.47 ACRE TRACT AND SAW LOT Z WO AWMOK MW 1. FOR A DISTANCE OF 14M FET TO A 1 NM IM ROD SET ON TIE WRVWM LIME OF UWJEL W4W fW R.0*)1 AWING THE EAST CORNER OF SAD R11MAINDER OF 2W ACK 7RACT; 'Its S 41 *5T W W NO* THE NORTIMM LM OF 11ANJ !! . ORJIIE FOR A OWTANCE OF 578-74 MET TO A !BOLE FOJND N 001NM7 MAN" AN AN9LE FMIT II'I* lI UTIN 3 NpRDWAST LOX OF TEXAS AY&AF; THEE: S es '2r V WALONG THE DMff NCi FNORTHEW LIE OF 7EXASAV9" FOR A DISTANCE OF TILT FEY TO AW FERN D M CONOWN MAWNG AN MM POW' IN SAD LIE: H 4o • V 4r W CONTIMOW ALONG THE NORTHEAST LME OF TV= AVENUE FOR A OVA= OF 141JI FEET TO THE POINT OF ME(3MEK3 COKTAI LING IM ACMES OF LAND AS SURVEM ON THE GROUND JANUARY, 2004. BEARING SYSTEM SHOWN IEi I IS BASH ON GRID NORTH AS ESTABLI SM FROM GPS OBSERVATION. li BRAtJ KF3ilt 1 ' $SIOMAL LAND SLRVEYOR RP.L.S. NO. REM. 1 ACRE TRACT 825/90 N/F FIFTY THREE PROPERTIES, LLC TRACT 4, 2099245 LOT 2 RICHARDS ADDITION PLAT 374/655, 20' UTILITY EASEMENT N/F FIFTY THREE PROPERTIES, LLC TRACT 4.20991245 LOT 1 RICHARDS ADDITION PLAT 374/655 WILLIE AARON STEEN REM.1 ACRE TRACT 825J90 5 518 INCH IRON ROOf0UN0 / CITY OF COLLEGE STATION I U SANITARY SEWER EASEMENT 3171118 WALTER McGRUDER AND WIFE, BESS{E McGRUDER J� o REM. 1/2 ACRE TRACT 133197 ` — %1hR ASTER \ °�• � � q , Ir C�6 \ o � S g • 2 2 73 o� to 00 V cmsvm SO4 / smw oiw► NO SITE PLAN 1 1 U%XR VALVE S' ti t s o \ S 2123 � a W 12.73' NO,, _ 40 L4 0, LNG WACKBERRY` 7 / f r 'tom ' 1 .., 4' �o F� WF ��1� 15 UTMY WILLIE AARON STEEN h� �c� �� K ix r 1 \ OF 1(Y CHARD LINK FENCE VW KNOX BOX FOR FIRE DPT. `"'PRaVIDE SILT FE tNG AS �. PER DETNI AL ON FENCE 'Cl REF 4/Cl / ZONING R-4 NONADE S FE ' I N G AS PER DET L >''HASE LINE. DEF PARKING REQUIREMENTS: EXISTING PARKING FUTURE PARKING • EXISTING SHOWROOM -2872 St�.FT. NEW SHOP/WAREHOUSE= 4000 SQ.FT" :Spaces Needed: 2872 sq.ft/ 284 sq.ft Spaces Needed: 4000 sq.ftf 1000 sq fto 11 spaces 4 spa . Fulture Spaces Provided: 4 Ex Spaces Provided: 12 2.) IRRIGATION WILL BE APPROVED PRIOR TO C.O. EXISTING WAREHOUSE- $636 SORT: Spaces Needed: $635 sq.ftf 1000 sq.ft= 6 spaces Existing Spaces Provided: 7 u SYMBOL SIZE 1 NAME & TYPE QUANTITY POINT POINTS NOTES 1.) CONNECT TO EXISTING IRRIGATION FOR NEW LANDSCAPING VALUE 2.) IRRIGATION WILL BE APPROVED PRIOR TO C.O. 3.) 100% GROUNDCOVER WILL BE PROVIDED WITH EXPOSEN AGGREGATE ROCK ON ALL PARKING ISLANDS. u �, R 8 AND D LARGE CREPE MERTYL (Lagerstroem is i n+c ) 30 40 1.2 f f 5.) OUTDOOR LIGHTING IS PROVIDED ON BLDG SIDEWALL. L GHTING AS INDICATED ON NON - CANOPY TREE E -1 IS A DOWN DIRECTED LIGHT. 6.) SUBJECT PROPERTY IS NOT LOCATED ON 100 YEAR FLOOD PLAIN 5 GAL. PHOTINIA (PH'O�'NVlA X FRASERt) 57 10 570' EVERGREEN , Ism ' r •, 2.1 -4` CALIPER LIVE OAK (Quar+cus Virginlana) 10 1510 # CANOPY TREE ''f -•' _� LIG USTRUM A ! ` -:} (Ligustrum Iucidum var. 5 GAL. compactum) 16 10 440 NON - CANOPY TREE, EXISTING STREETSCAPE: BLUFFER ONE: (170 = 6 CANOPY TREES OR 12 NON- CANOPY TREES REQ`D. 170`13 ■ 57 SfiRUSS (170'150) x 300 PTS= 1020'ADDfTIONAL PTS. 57 PROVIDED REQUIRED: 2- LIVE OAKS (CANOPY) PROVIDED 8- CREPE MERTYL (NON CANOPY) PROVIDED ADDITIONAL: 4- UVE OAKS: 600 PTS. 7- CREPE MERTYLS: 280 PTS 16- LIG-USTRUMS: IW PTS. TOTAL: 1040 PTS. LANDSCAPE: 22 l 220 SQ FT SITE AREA 22 /1,000m 22M 22.22 X 30= 668.6 POINTS 'USE MIN OF 840 PT'S IS- CREPE MERTYL (NON CANOPY) PROVIDED: 600 PTS. . 4- LIVE OAKS (CANOPY) PROVIDED: 600 PTS. TOTAL: 1200 PTS. T NIF JOHNNY WASHINGTON AND WIFE, JOMI WASHINGTON 464+/150 LOT 258 ZONING R -1 BLOCK 2 RICHARDS ADDITION PLAT 3035J325 E MAGDA DELEON 10 PUBLIC � 1833148 UTILITY EASEMENT LOT 25A BLOCK 2 RICHARDS ADDITION PLAT 3035/325 !OT 2, BLOCK 2 KFO ADDITION; PHASE II NEW LIVE OAKS FOR PLAT 44049 ADOITIONRL STREETSCAPE oM BETH +cAwr AND 0 � , oulvIp lff KAww 3T7lAa S ig s; '� DoT I . BLOCK 1 0& A¢ I.M �S NEW LIVE OM � 87i�3.S0. FT. O / — EXiST}NG FfRE HYpRgNT Wit 4P ,.: - � Sl8 ai(�1 full �ti .. !'.. .. R00 SET UTILITY DEMANDS: WAT =R: 32 GPM ELEC : 100.8 KVA ' NOTES 1.) CONNECT TO EXISTING IRRIGATION FOR NEW LANDSCAPING 2.) IRRIGATION WILL BE APPROVED PRIOR TO C.O. 3.) 100% GROUNDCOVER WILL BE PROVIDED WITH EXPOSEN AGGREGATE ROCK ON ALL PARKING ISLANDS. ti 4.) ALL ROOF AND GROUND - MOUNTED MECHANICAL EQUIP! 1ENT SHALL BE SCREENED O F FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM jkNY PUBLIC RIGHT- OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THIS SUBJECT LC T. 5.) OUTDOOR LIGHTING IS PROVIDED ON BLDG SIDEWALL. L GHTING AS INDICATED ON E -1 IS A DOWN DIRECTED LIGHT. 6.) SUBJECT PROPERTY IS NOT LOCATED ON 100 YEAR FLOOD PLAIN NIF JOHNNY WASHINGTON AND WIFE, JOMI WASHINGTON 464+/150 LOT 258 ZONING R -1 BLOCK 2 RICHARDS ADDITION PLAT 3035J325 E MAGDA DELEON 10 PUBLIC � 1833148 UTILITY EASEMENT LOT 25A BLOCK 2 RICHARDS ADDITION PLAT 3035/325 !OT 2, BLOCK 2 KFO ADDITION; PHASE II NEW LIVE OAKS FOR PLAT 44049 ADOITIONRL STREETSCAPE oM BETH +cAwr AND 0 � , oulvIp lff KAww 3T7lAa S ig s; '� DoT I . BLOCK 1 0& A¢ I.M �S NEW LIVE OM � 87i�3.S0. FT. O / — EXiST}NG FfRE HYpRgNT Wit 4P ,.: - � Sl8 ai(�1 full �ti .. !'.. .. R00 SET C 7 t :� • -TWJt0A0i IN 112 INCH IRON ,v sew. SEWER 1, � R00 FOUND 04 v 305 ,_ xPOSE Et ;ATE i ASHED ROCK 0 ISL 100% GRO VET -�L NV TMEN I S � cusOl Es , RE . .07 ACRE TRACT p TRACT 7!219 �� tK � -' F. rs1 At C 7 t :� • -TWJt0A0i IN 112 INCH IRON ,v sew. SEWER 1, � R00 FOUND 04 v 305 ,_ xPOSE Et ;ATE i ASHED ROCK 0 ISL 100% GRO VET -�L NV TMEN I S � cusOl Es , RE . .07 ACRE TRACT p TRACT 7!219 �� tK � -' F. rs1 METE AND =66 DESC.RWTM N / F t3` A 1.9" ACRE TRACT WILLIE AARON STEEN MOPG1W RECTtMI' LEAGUE. A-4 COLLEGE STAN, 3RAZOS COLS Y. TEXAY REM. I ACRE T R A C T METIC MOUNDS DESCRIPTDIN OF ALL THAT CERTAIN TRACT Ut PARCEL Or LAND LYN6i ANA BEING 825/90 SITUATES IN THE MORGAN RECTtW LEAWE* ABSTRACT Ma 46, C 3LLEK STATION. BRA= CMJW Y, TEXAS SAID TW. T KbG THE OF A CAL,t»ED ZV AM TRACT DESCRIBED AS TRRACT I BY A " DEED . M IMVESTNENTS LTD.. RJECORSED IN VOLUME 2'W,PAG E 219 OF THE OrFICIAL• PUBLIC tF 9RAM CMJNTY, TEXAS. SAID TRACT DES MORE P ARTICULARLY KK21XD DY METES Am BOUNDS AS f OLL. " cl I► N / F P )EGINWN G AT A " INCH �[N ROD SET ON THE EXISTRO Nat � T LIFE OF TEXAS AVENUE (AS PER � � FIFTY THREE L L C VMAW 307% PAGE 17A ter THE OR'FICIIM. KWIC RECORDS or DRAIN C TS , TEXAS) HARKING THE 'HEST C[!!NE"R OF SAID TIN' 8.97 ACRE im TRACT AND T SOUTH CANER CF THE KJWNtDER OF ��" TRACT 4 , 2099/245 / ` �►' A CALLED 1,/2 AM TRACT AS DESCRIBE) BY A DEED TO WALTER ftWDER AND WE, lESSIE . RECORDED IN VMAM .133~ 97 Olr THE DEED RECOM OF SUM COIDITY, TEXASj � LOT 2 THENCEs N 41' 3R' LV E ALONG THE COMMON LINE of SAID RE1000M Or 2.47 ACRE TRACT NO RICHARDS ADDITION j SAID (IF 1/2 ACRE TRACT, AT 1ft" FEET PASS A 5/9 INCH JIM 409 FOUM IWRMCIM THE T T SGIM OF T HE NREMIAD�IDE Or PLAT 374/655 �} EAST COW" ER" SAID MOWN" or i/a ACRE TIMC AND HE CORNER A CALLED t ACRE TRACT AS IESCMXD DY A DEED TO VILL All STEEN RECORDE IN VOLUME TY TE AT M44 FEET PASS A 1/2 INCH IRON eRS.PAc�E 9v of THE OFF ICIAL o' tx1uN xAs. 20' UTILIT no rmmD MIARItM THE SMITH Q' LOT 85k BLOCK 2. RICWASS ADDITWK ACCOtMN65 TO THE PLAT EKED IN VMUME 3m, OW 393 OP THE OFFICIAL PUBLIC RECURIS 13F IIWAZOS COUN EASEMENT R� ; TEXAS. AT 4OL48 FEET PASS A 5/9 INCH WM FM it MIAMING THE CAST CORNER IF LOT 253, K OCK N / F � � �,`��'0 2 MAT 3SW3M AND THE SOUTH CSR W LOT L' 01CHAM AMT1OK ACCAMNIG TO THE PLA FIFTY THREE P R OP E R T I L L C � J '*o,, �• `� w� RECD RDER IN VOLUME 374, PAJ 635 OF THE DEED RECOM O BRA3OS COUINTY, TEXAS, CONTINUE ON TRACT 4, 2099/245 s • k FOlt A TOTAL. DISTANCE CIF 57638' MEET TO /$ A S B CH IRON ROD SE T MARKING TIE OW I H CORNE OF SAID KKVNDE OF 2.07 ACRE TRACT AND THE WEST CW ER OF LOT 2, BLOC 2, KFO ADDITIOW, PHASE �� O II ACC001 TO THE PLAT RECORDED DI Vlr.tIlE 149, PAGE 349 OF THE DEED RECORDS OF DRAZOS LO 1 " Tom RICHARDS ADDITION THENCE& S 37 51' 40" E ALONG THE COMMON LINE W SAM REMAINDER OF 2A7 ACRE TRACT AND PLAT 374/65 SAID UT 2 WO ADDITION, PHAW. II, FIN A INSTANCE IR 149m FEET TO A 5/0 INCH IRON ROD SET ON THE NMTHWEST LjW 13F 11ANUEL DRIVE 160' RZI MANnNG THE EAST CORNER OF SAID ROWN DER OF N / F M ACRE TRACT JOHNNY WASHINGTON AND THENCE& S 41' 11' 09' V ALONG THE N WTHWEST LINE CD' MANUE:L DRIVE FOR A DISTANCE OF 57&74 WI JOAN WASHINGTON / Q FEET TO A HOLE FOUND IN CtNC 1ETE NWRKb G AN ANGA -E PANT IN THE EXISTING NORTHEAS LINE OF 4644/150 TEXAS AVEMJ1j LOT 2 5 B t THENCE S W 21' 23' W ALONG THE EXISTING NORTHEAST LINE OF TEXAS AVENUE FOR A DISTANCE BL 2 W 12.73 FEET TO A HAL FM MN IN CONCREIIE K#AKDG AN ANGLE POINT IN SAID LINES �.. RICHARDS ADDITION p� THENCE& N 49' 32' 42' V COIN+ T INLAM ALONG TW NORTHEAST LINE Or TEXAS AVENUE FOR A PLAT 3035/325 DISTANCE OF 141.56 MEET TO THE PAINT OF K(NNNTING CONT AINING 1.9911 ACRES OF LAND AS (IN THE G .004JARY. 2004 REARM SYSTEM S14rVN HEIERI IS BASED ON GRID NR'BRT14 AS ESTAK ISHED F" GPS ONSRVAT MK N / F •� `� 10 MAGDA DELEON PUBLIC 4833/48 UTILITY EASEMENT r } , :�� .• Aw KERB V t 4 } T KGISTEiED PRO FESSIONoft LAND SURVEYOR R.PL.S. MN. 4502 L 25A a BLOCK 2 RICHARDS ADDITION PLAT 3035/325 �o o �, a XF XF 305 WAII �� , SL 112 INCH IRON , C ROD FOUND c MANCUSO INVESTMENTS TD. N/F °� TRA 'Q C �., AIL REM. 2.07 ACRE R A D� TRACT 1, 2 7 7/219 0 WILLIE AARON STEEN + . ,r REM. 1 ACRE TRACT 825/90 304 Q 'O t 4- / .� L p 2,� r 5/8 INCH IRON G� C' F �� C ►� OR OD FOUND t C , ; R `i O,� � y ��` Q as -. p uj CITY OF COLLEGE STATION �� 4 ,f1NG H,ACKBER 10' SANITARY SEWER EASEMENT 317 /118 N / F► �` ,� �O .�► WALTER Mc GR UDE R AND WIFE, BESSIE McGRUDER o coy tK J o REM. 112 ACRE TRACT � �'�F �# 133/97 ^ 6L f / �G �. •_ �� T1I! A '�� f � � 4 � r + � � �� Y ' , + s,, Y O - F x 2 23 q $ , 73 . y � Q U%" WVE 1=1 sm n V 1 S 5 op Sir o�w IrE ' . 12.73 SYMBOL SIZE NAME & TYPE QUANTITY POINT POINTS JUE yA ... t2- a ?: 8" AND LARGER CREPE MERTYL. (L"Jorstroomia Indies) 16 -' NON- CANOPY TREE ' ''- .� 2.1 "-4" CALIPER LIVE OAK (Quarcus Virginians) 6 1150 9 CANOPY TREE LIGUSTRUM (Lig ustrum I u cidum var. 15 10 -150 5 GAL P ) NON- CANOPY TREE, EXISTING STREETSCAPE. (170'150) x 300 PTS= 1020 PTS (170`/32) = 6 CANOPY TREES OR 12 NOW CANOPY TREES + POINTS PER PROJECT AREA: 22,E SO FT SITE AREA ` 32 /1,000m 22.22 22 .22 X 30m 688.6 POINTS * USE MIN OF SW PTS TOTAL PTS REQUIRED: 1,687 TOTAL PTS PROPOSED' ' ' 1 1w P a Y, k ✓ _ , a+.ry Y - .: i ' -.t A� :�. ! �) , '. :!' ram„ .'µ d w e � T N : n ..: ,� ..," •- v T , '� i. >. {r'i, a e t c > ; , 1 . ) CO I R RIGA TION �T TO EX IST ING , n�tE •• .. , - .i'• •, ..:- :...,*.. .. _ • �.. ti :. ". .. .. , - : - a ,.a .. ... - rc •' .. . ... � . •. 'fir= ,�i' F OR NEW LANDSCAPING ,r .. ♦ r .... 4' , , 4a . r . ' '�..t { '�, :•� :J :ti . .. , • - - - .,' 3. .rt d Xa ,.. ♦ j. �.. a �' .. .w .., ! • .. '• 1. ,w. A- # f, ty..3 ?,_ 4 y - : kNT f a y�� +i .. '.,, .r. ,. -. •fir .. .'.... -: . .., ., .' ., , : .: � ,. , : _! �,"�: =:.� •„{�l '. � T - �•..•. , IR E l BE APPROVED PRIOR TO C.O. 2 . ( I RR� O S • v a'> , . . .. . � , , �.r .4+a « Yy �t . :�] E' > , .. 1}... : Y � r : Y r .: __ -. ., 4 :.. !' ,� : .. . '.� , . - T! ,- . -. • -'♦. :: -a:' J. it : ., ! ! 'jl 5 { ,�:� , �j',:,:, _, f, , �.w ,. _ .. a. T .. . .�r M • „ r. �t w - .. - .,:.. .. -: .•r ..: - ..� :_: s• t: .- -:,4,. .., d. , b._. i, - ..:. . ,�. sR: , �y..; , -' :'. s t ?I'• 4 .. y" ti ll GATE ROCK tilt ALB. P S�' P v�Tl� E XPOSED A�c�RE . L Ou OvER vr��. R�� 3. 100 � C3R NDC L BE D I 9Y - H • X 1 - Y yy gy p,, ,�,,} ,�,r�j'y � , -: ♦ - , � .. ",.: ...., ..' Y - - n' .1.•.: '. . - .. t. .. C ' W :.. ,. '4T . -......1. .. LJ 9ir•:'.:'..lF• -' ,,- 'i� .. M'f r . Y4v r a .. "t . •.. '.., Tr ' n r. _ »,a, .. , ;,.... r .., .:- - ..• ; : : " ';_. r . R OOF GR OUtVD -� 0�# D �AE�:#�AI�NCAL E�I,IIPP#AE�VT' SHALL E '� , . a ALL R AN NTE �� ) s ' r, ,y G , -rt. W • «rR > •.; ...: ,... l.. -, ,�f�. • j- , i. -r ♦ � �_,� r ♦ RESIDENTIAL DISTRICT V�ATI��N T T V13 E FROM ANY PUBLIC RIGHT- OF�tAY OR RED NO TO BE Igl. .. r .y _ ,:.. a ., ,.. .�`: -ti t. J` s , t - . ! 5. ,. ...,.ate .: , .. �, ,:.,: b~•' rte� r , Y ai r J • a , moon" 0111 0" , I I LF) vow f05 1 - n &.OPE i 4te - S1 A SLOPE 25 I- 6 " 25 1 -0 01--31 10 Cr - 3" la - e, Icr el At AV Foundation Plan 2, 1/8 1 1. NOTES AND SPECIFICATIONS 3 I - ' 0 00. I II II I 7., I v , .4 II I' Ilk, i IT, tII I lie, t 4 itI llI I I ---- - ------- I ItI REF. PLAN "m M10m mom OONK" I OIn" ..... ..... m9p Saw-gRft &**.A" DO NESS MY- "Km YAPft NAMS, I I itII IL I TOOM, I clowimu" t VA" "mm I I TYMCAL W. WTES 4 VOW 4 �f- I ?" t i I I i TYP. FLOOR SLAB ...... ........ I At guy mt*~ o " k' I Ica" I STIFNIft I tTV. MIL POLY VAPOR SAMER COMW" I W1 UPED SEAAAS L I I 41 I T"r am REOW.- . 40 03 BARSO V 0 I # 5 com"i TOO Of, th II TYW.& "T& I f t I I BARS OR I 4 FOW RLL MAUHM PAD4 TM 4� 90TT01A I IiXF. OWES ijp I I WA*FVS*W DMW MWAM 490. it - r ti SECTION - INTERIOR E A M i Typ. fAr A �z I L t -,K*' 0 IT vr x LM& (r MK EMWAAQM I MAX 4V Of. i AT Lkt pp OVIDE MIK rVr 01 - 1/2* sum op t COW COVER TO &M 5rL I ;4 IK k I STfRR" 0) W O.C. I Iti -" BAPS *-05 BARS CkPA TYP. BOTH 8" ;tip iII TOP BOTTOM FORM F" M&D" MOO * lot S MIL Pol WRV _ VAPOFt §A% CoKnNUOM 4 W1 TAPED SEAMS It9"F404 Do" Am"U" so 4" Ago" ON I .0 4 i vmi sTtmD mAnau &Nxm. 41NTERSEC U tCAL %AM Typ SECTION EXTcIOR BEAM i I At IIlI I Foundation Details II ' 011 1/2 I "W iitI 4 4'. 3r II 2", .1.� I I it V*, IttIitII M I 04 I iL t I I A&IR II i t l�"A 3 3/4* conduit s4we I N h W float switch pt 9 II r7 I W_- 4 BOOT FLOW II 7t i 3! VENT OIL CHAMBER i iII 'i-IOUID SURF > "OUTLET 44 ' III OIL DAM FIPIPING I COALESCIN A certMod I a Propiotery oompow'...'. MEDIA PACK I gum SLUDGE 4 CHAMBER 404ent *1 Ali F�LE I *jd. 46 I 1POLET t Locii 6�) AW jWkA �W IR i -3 EQtW- Pfftp; "Im"y wm I &opw ft& I* DIFF PWk USION A PIA -C�" f Aj_ I BAFFLE I T 0ilve It 7' $0 A".& calculd" t1to O" This n d SRI OpIft 4 I ELEVATION thesem.4tur -d. - for t gm* i $Wvueft I II IPM ST -TRATION SANITARY SEWER 400 F t - CENr ORM SEWER 16 PPM)i GUARANTEED PERFORMANCE FOR CODE MAXIMUM OIL �CON . It II M= -M # %UU C MM "LL K PAINNICATED WMI Wit t 2 AAA TWA L% W%X A CIAW I COHMn WITM Of-Wh STW*TH OF jOR PIAM I i/4" TjW% NOPORD FLO #ftTD0^ &A- 4600 P51 AT A V DAYS. U"T 15 fX MOCUTINC i Uv""MOTY I AW4 UMN6 KANO ALL MATUVALS MISE COMOSON WST I MNSTRUC" AT FLOW AMU RR5T ST"E Of WAU AM OL NOW tomm As SM TO RP4UMED DEPTH. WITH WTIOAL, ft, I "*ft 4 %ATM Icmmm IN 4 vamm $ran Im traftEMOff 6MOF 60 PW*01= IMTpi 2I RUKR To A'STA% "a Cm RK"RED F MT M CR FWAL itI iI I I I Pit Plan ' 1 - T 7 5 I I1 /2 V-0" i ti I IIIIt ml 7 i011011111 10111100011ko I i It ittI I it 01- Sill 3. � 0 0, OL - 3 4W 4w 00 AV 5. PROVIDE 6 MIL THICKNE55 WATERPFOOFING BENEATH ALL BUILDING GENERAL V-&$"U 1 FOUNDATIONS AND SLA95. MATERIAL SMALL BE VI"How"N POLYETHYLENE PLASTIC FILM. SECURELY TAPE ALL JOINTS, SEAL AROUND PLUMBING 1. THE CONTRACTOR IS E FOR VERIFYING" ALL DIMEN54ONS AND AND ELECTRICAL PENETRATIONS, AND PATCH ALL HOLES UTILIZING (COXMe"DITIONS twif"I VO rPm PROCEEDM WITH THE WOW mLrvm I ANY 01 VIWoIN POLYETHYLENE PLA.5TIC PRE-5-5-URE SENSITIVE TAPE. D15CREPANCIESt OR VAMATIONS FROM THE DRAWINGS TO THE ENGINEER FM AW THAT MAY BE REF TO ARCoMITECTURAL DE51GN CRITERIA DRAWN65 R=R F1 VATKml &.OPE5,, DEIPRESSW FLOOR AREAS, Fil 1 I LWOU5 9--79 EMN-MO-ED rTEM5, AND M15C STEEL FRAMING. 1. REFER TO GEOTECHNICAL ENGINEERIN6 REPORT PREPARED BY ROGERS ENGINEERING 5ERVICE5 TITLED *SUBSURFACE INVESTIGATION AND REPORT, UNIVERSITY HEIGHTS 2. P 4CMAL OPENWIP5 IN THE 5TRUCTURAL FRAME AIRE SHOWN ON THE COMMMINIUMS, COLLEGE STATION, TE06", FOR SOIL CONDITIONS AND DRAWINGS. T14E MEOJANICAL CONTRACTOR SMALL SLEEVE FOR OPENINGS FOUNDATION SUCH A*5 RIISIMS� ETC. ANY OPIEN&MMU1 N07 SHOWN ON THE DE54GN CRITERIA. DRAWINGS T14AT REQUIRE _4A__ZEV_ III%- OF BEAM5 SMALL BE R-EFERR-ED TO REINFORCING STEEL THE 5TRUCTURAL EP46NM ANY REV15K*5 THAT MAY BE REWRED. LOCATION AND OF IOPENINGS� CUR95,, PADS-, ETC. 1. ALL, REINFORCING STEEL SMALL BE NEW BILLIET DEFORMED BARS SHOV01 ON THE 5-v WCTURAL DRAWING5 SMALL BE V9AFtED WITH THE CONFORM(NG TO ASTM A65, GRADE 60, EXCEPT #3 BARI WHICH ARE M&MANICAL DRAWW*5 AND THE M000ft"ANICAL. CONTRACTOR 5U BENT (SUCH AS 5TIRRM5 TIES, OR DOWEL ) MAY BE GRADE 40. ALL MANUFACTUREKS DRAWINGS FOR ALL EQL#PMENT ANCAORAGE5 AND REINFORCING SHALL BE CLEAN AND FREE OF MILL SCALE AND RUST. DETAILS. Z DETAILING AND FABRICATION OF REINFORCING BARS SMALL BE IN 3. THE CONTRACTOR 15 RESPONSIBLE FOR COORDINATWG ALL F"DATION ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE, ACI 315, LATEST DIMEN500 AND DETAIL5 WfTH THE AR04TECTURAL DRAWING& REPORT EDITION. UNLE55 SHOWN OTHERW15E� LAP CONTINUOUS BARS 3013AR DIAMETERS ANY [XSCFMPANCltE5 OR INTERFERENCE PROBLEMS TO THE 5TRUCTURAL AT SPLICES, 12 INCHES MINIMUM. V-801ft ENGINEER FOR ANY REVI51ON5 THAT MAY 13E REWRED. 3. REINFORCING BARS MAY NOT BE WEI - ED WITHOUT APPROVAL OF THE FOUNDATION AJO 1)9GRADE ST'RUCTURAL ENGINEER 1. RLMOVE SMAa VV#0`AT1OK AND ORGANIC MATERIAL5 TO A 4. ALL TOP REINFORCEMENT SHALL HAVE CORNER BARS PLACED WITH THEM OEM OF 61. THE EXPO.O" 5tMACIE 3MALL BE PROOF-FIOLLED AND THAT EXTEND INTO ADJACENT BEAMS. ANY SOFT OR WEAK AFEAS 5K46LL BE REMOVED AND LACED BY COMPACTED SELECT FILL 5. PROVIDE NECE&URY TIES AND BAR SUPPORTS, AS REQUIRED BY THE MANUAL OF STANDARD PRACTICE, ACI 15, LATEST EDITION. BRICK, 2. 5- E-I.-III FILL 31OIL WALL BE FREE OF OWGANIC MAWRIALI HAVE A LIQUID ROCK, OR MASONRY BLOCKS ARE NOT ACCEPTABLE SUPPORTS. CHAIRS UMIT BETWEEN.20 AND 40 A RASTICITY W" 7 AND 209 AND BOL5TERS FOR APPLICATION DIRECTLY OVER EARTH, POLY SMEETS, AM I _0155- THAN 35X MATER PA"N(v THE #ft^^ 341EVE FORM FILL MATERIALS AL. OR FELTS SHALL BE EQUIPPED WITH BOTTOM BEARING PLATES. SHAIA. MIEET THE MATERIAL RE001REMENTS FOR FILL 6. CONCRETE COVERAGE FOR THE REINFORCING STEEL SMALL- COMPLY WITH 3. SEL FILL MATEMALS 5KALL BE PLACED IN MAXWWM 8 INCH LIFTS, THE 2002 ACI CODE, EXCEPT WHERE SPECIFICALLY STATED OTHERWISE. MCK TO C"VAU MOLSTI CONTENT OF M"J5 IX TO PLUS 3X, AND 0 COMPA47ED TO 95 rptiMENT OF MAXIMUM A5 DIETGAMIPM.BY A5TM D 7. WHERE THE GEOME1 IC CONFIGURATIONS OF OR PENETRATIONS THROUGH "'a FORM MILL MATOVALS SMALL BE PLACED U5M MEMM-ICAL MEANS v7w. SLA95 FORM INSDE CORNERS, PROVIDE DIAGONAL REINFORCING ACRO55 A COMPACTED 30 AS TO ftTAIN EXCA BE" 3MAPW AND 5LOPE5 THESE CORNERS. EXCEPT WHERE 5HOWN OTHERWISE, THIS REINFORCING du ___ , - AND %I? SLAB NFORCIN6p IN PROPER PC*MK)K vr­r%Wr%# - SMALL BE 3--*4 BARS X 4'-O" LONG -01% 4 ON CENTER AT EACH SUCH qW CORNEK PLACED t-11Z BELOW THE TOP SURFACE OF THE SLABI 4. AFTER STRWPM OPERAT*", WUN& BUILDING PADS TO FINAL GRADE BY ADDITION Of 50.ECT FILL MATERIAL PROVIDE AT LEAST 8. ALL EXPAN51ON JOINT5 SMALL BE FILLED WITH CL05ED CELL 24" OF SELECT FILL BELOW THE SLAR CONTIOLLED PLACEMENT TO MOISTURE AND POLYETHYLENE FOAM JOINT FILLER UNLESS SPECIFICALLY NOTED OR DFKSrrY TFSTS 115 RF.QVRM ON THIS PAOJWT. SHOWN OTHERWISE. ALL EXP05ED EXPAN51ON JOINTS, 5MALL BE SEALED CA15T IN PLACE COWAETE WITH PAVING JOINT SEALANT. 1. ALL CONCRETE WORK SMALL BE IN ACCORDANCE WITH THE %XLDING CODE REGUIREMENT5 FOR REINFORCED CONCRET E., ACI 315-2002. Z ALL CONCRETE SMALL 13E NORMAL WEIGMIT (SAND AND GRAVEL AGGRE"'I WITH A MINIMUM 28 DAY COM)"tE55rVE 5Tl1GTM OF 34000 PS(. CONCRM MIX 314ALL BE, M INIMUM 5 ' WAUKS PER CLOC YARD. ALL CONCRETE SMALL CONTAIN 3-4 X ENTRAINED AIR PER ACI GUIDELINES. I NO F4ZONT'AL. %*#417`5 WILL BE POVArTTED, IN CONCREI E WORK EXCEPT AS SHOWN ON THE DRAWING& ANY 5TOP IN CONCRE T E PLACEMENT WILL BE MADE WMM VERI ICAL BULKHEADS, WWRPORATING A SHEAR KEY AT CENTERS OF 5PM56 LOCATIONS FOR 5TOP POtNT5 SHALL BE APPROVED INLET SY'rHE ST %X1ltALlll, ENGINEER PRIOR TO PLACEMENT. PIPING 4. r*WWORK DE516N 15 THE RE5PONS(ML(TY OF THE CONTRACTOR AND SMALL NOT BE REMOVED UNTIL THE CONCRETE HAS GAINED SUFFICIENT .5TFC%" TO CARW ITS OWN WEIGHT PIU 5 APPLIED CONSTRUCTION LOADS. 5. tftl.55 OTHERWISE NOTED, CONCRETE COVER FOR REINFORCING STEEL SMALL M- FOOTINGS -3* 2"ADJUSTABLE 3Ox6O GALV STEEL &RADE BEAMS -3 W11 OIL DRAWOFF FRAME & COVER, RATED FOR 3 51DES AND TOP 4 VENT (OPTIONAL) PARKwa TM FLOOR SLABS am r 6. ALL PENETRATION5 AND SLEEVED HOI SMALL 13E APPROVED BY THE Wash Pit Plan STIWTURAL ENGIN`EEK 1/2#11 = 1 0- 0 10 7. CHAMFER ALL EXP05ED CORNERS 1/2 INCH, OR AS &IOWN ON PLANS. 3 I - ' 0 00. I II II I 7., I v , .4 II I' Ilk, i IT, tII I lie, t 4 itI llI I I ---- - ------- I ItI REF. PLAN "m M10m mom OONK" I OIn" ..... ..... m9p Saw-gRft &**.A" DO NESS MY- "Km YAPft NAMS, I I itII IL I TOOM, I clowimu" t VA" "mm I I TYMCAL W. WTES 4 VOW 4 �f- I ?" t i I I i TYP. FLOOR SLAB ...... ........ I At guy mt*~ o " k' I Ica" I STIFNIft I tTV. MIL POLY VAPOR SAMER COMW" I W1 UPED SEAAAS L I I 41 I T"r am REOW.- . 40 03 BARSO V 0 I # 5 com"i TOO Of, th II TYW.& "T& I f t I I BARS OR I 4 FOW RLL MAUHM PAD4 TM 4� 90TT01A I IiXF. OWES ijp I I WA*FVS*W DMW MWAM 490. it - r ti SECTION - INTERIOR E A M i Typ. fAr A �z I L t -,K*' 0 IT vr x LM& (r MK EMWAAQM I MAX 4V Of. i AT Lkt pp OVIDE MIK rVr 01 - 1/2* sum op t COW COVER TO &M 5rL I ;4 IK k I STfRR" 0) W O.C. I Iti -" BAPS *-05 BARS CkPA TYP. BOTH 8" ;tip iII TOP BOTTOM FORM F" M&D" MOO * lot S MIL Pol WRV _ VAPOFt §A% CoKnNUOM 4 W1 TAPED SEAMS It9"F404 Do" Am"U" so 4" Ago" ON I .0 4 i vmi sTtmD mAnau &Nxm. 41NTERSEC U tCAL %AM Typ SECTION EXTcIOR BEAM i I At IIlI I Foundation Details II ' 011 1/2 I "W iitI 4 4'. 3r II 2", .1.� I I it V*, IttIitII M I 04 I iL t I I A&IR II i t l�"A 3 3/4* conduit s4we I N h W float switch pt 9 II r7 I W_- 4 BOOT FLOW II 7t i 3! VENT OIL CHAMBER i iII 'i-IOUID SURF > "OUTLET 44 ' III OIL DAM FIPIPING I COALESCIN A certMod I a Propiotery oompow'...'. MEDIA PACK I gum SLUDGE 4 CHAMBER 404ent *1 Ali F�LE I *jd. 46 I 1POLET t Locii 6�) AW jWkA �W IR i -3 EQtW- Pfftp; "Im"y wm I &opw ft& I* DIFF PWk USION A PIA -C�" f Aj_ I BAFFLE I T 0ilve It 7' $0 A".& calculd" t1to O" This n d SRI OpIft 4 I ELEVATION thesem.4tur -d. - for t gm* i $Wvueft I II IPM ST -TRATION SANITARY SEWER 400 F t - CENr ORM SEWER 16 PPM)i GUARANTEED PERFORMANCE FOR CODE MAXIMUM OIL �CON . It II M= -M # %UU C MM "LL K PAINNICATED WMI Wit t 2 AAA TWA L% W%X A CIAW I COHMn WITM Of-Wh STW*TH OF jOR PIAM I i/4" TjW% NOPORD FLO #ftTD0^ &A- 4600 P51 AT A V DAYS. U"T 15 fX MOCUTINC i Uv""MOTY I AW4 UMN6 KANO ALL MATUVALS MISE COMOSON WST I MNSTRUC" AT FLOW AMU RR5T ST"E Of WAU AM OL NOW tomm As SM TO RP4UMED DEPTH. WITH WTIOAL, ft, I "*ft 4 %ATM Icmmm IN 4 vamm $ran Im traftEMOff 6MOF 60 PW*01= IMTpi 2I RUKR To A'STA% "a Cm RK"RED F MT M CR FWAL itI iI I I I Pit Plan ' 1 - T 7 5 I I1 /2 V-0" i ti I IIIIt ml 7 i011011111 10111100011ko I i It ittI I it 01- Sill 3. � 0 0, OL - 3 4W 4w 00 AV io. VOW A3 25 1 . o n PIPE BOLLARD 25 t . o ff `64.1 hkilf, 4 A2 Poll"" 105 1- fr 251 . 0 11 A2 2 30 $.ON 5 1." o n 14 6 81 B 12 P A C.C. TUFN COMTER 13 L M Floor Plan l it " 1 0, 2 DOOR A, 1/4 W D 3 4 ft MINIM L UP P!PE Hardware Schedule 1__Ir pipin Dr Closure and Panic Hardware 1- Ke Lockset wit Dead Bott, Weatt),er L 2- Ke Lockset w/ Dr. Closure. Head antl Foot Boft 3- Hi Lift Hardware wl chain lift Of - 011 o n V . Cr W ill It Ir — 3 b DOOR B DOOR C DOOR D WINDOW A 3 of 1 to— 1 1- 0 11 13 of ---W 1 10 of — 1 0- 0 " 1/4 1 1/4 — 1/4 Mft 1 )/4 — Room Schedule Door Schedule Frame Number T Width Hei Wall Name Number: Area Floor Finish Finish Remarks Shop 6 f3102 SF 'EP1 P1 Restroo m- A '41 SF VCT1 Pi Bv*,ftakroom 3 4 1&^ SF VCT1 P1 Parts vW11cie 2 209 S F \/CT1 P 1 MaIna 1 196 SF 'VCTl Pi 01 - 1 1/211 3 IVITL. 5 i Stora 5 Ambi I Pi Wash Ba 7 1 1 5 100 S F 'Exposed Conc P1 EPl- EPDXY COAT FLr.3`0.,,R 141 - Off 01 VCT1- AMERICAN BILTRITE 1JPK-.,*vHS6W-16 ( SHOWROOM AND OFFICES) CA" Pl- 101 16ov SNOWFIELD" DOWN 72/100 (ALL INTERIOR WALLS U.N.0) Door Schedule Frame Number T Width Hei Thickness HDW T 1 A 12Y , Olt 140 - Olt 04 - 1 1/2" 3 MTL. 2 A 12& - Olt 141 - Off 01 - 1 1/211 3 MTL- 3 A 12' - 0#1 140 - 0#1 01 - 1 1/2" 3 MTL- 4 A 121-011 14' - Off 01 - 1 1/211 3 IVITL. 5 A 120 - Olt 141,019 Ol-1 1/211 3 MTL. 6 A .121-011 141 - Off 01 - 1 1/2@1 3 MTL. 7 C 6 1- 0 11 7 0- 0 11 211 1 IVITL. 8 B 31-011 71-011 01-2" 2 WD 11 B 3 4 - o ff 71-0" 01 - 21# 2 12 B 31-019 T-011 01-211 2 WD 13 D 3 1 - O ff 71-011 01-211 2 WD 14 B '31 - o f; 71 - Ot# '01 - 210 1 MTL- 15 B .3# - o il 79-011 .01 - 2## 2 WD % 0 1 W IN D OW B ) /4" = 1 1, s A A . 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SW #I 77 -7 7 IT 1 7 1 �1 - 7: - of q� 1 -7 '7 I V, F, 7 7-1 1 ki lo A , 14 Z �W N it, lvi­ p, tP � N 1­� A 01 -er `K* 'k -,�Iq f A. yx Ilk 7 AI 'A 400 J� `v. W , F7,* 74 1A.IA-4 f I. f P-1 v T4 T + Will-