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HomeMy WebLinkAboutDrawing- , .ti , > > > a . N45 51 40 W 413.03 / J ~ u 297 296 21Ic 295 293 ~ 894 8 G FENCE ~ 2 ° 8 HACKBERRY j ~ ,291,51) RELOCATED I SLAB 24 X40 2 BUILDING ~ U1 _ - ~ EXISTING CONCRETE SLAB EXISTING 3 FOOTINGS 24X2X24 - s - 2 - - = - - - . 2 8" MESQUITE o r 10" MESQUITE ~ o ~ o B° MESQUITE N . C~ 01 d' N d1 o ' ~ 10" MESOUITE . I f t " ii i j ii i '~j PROPOSED WORSHIP CENTER ( ~~j' I ~ ~ ~ ~ 4" PERSIMMO d' ~ 1 8" MESQU 1 WAT o ER ME (291.28 TER SL,gB O WATER ~ TI G POST OAK LINE UI p „r, B TREE ~ _ &S pB T E R D " p M V 5 ASH ~ ~ 10' POST OAK 0 8" P05T OAK 9 0 L _ _ ti-~ W Z ~ 30" LARGE S 4 _j ~ ~ POST OAK ~ 3 PERSIMMON 1 3 ~ ~ ~ 8" WATER OAK .1 ? (290.0) (289.0) EXISTING CONCRETE PARKING ~ ~ .SLAB SLAB 9 y II ~ „ 5 WATE OAK 25' BLDG, LINE 25 BLDG. LINE SEWER MANHOL EXI TING 10" SS MANHOLE 0 SS ' (288,20 ' ~ R IN FIRE EXISTING 24" WATER LINE EXISTING 24" WATER LINE EXISTING 24 WATE L E i F1 2"IR EXISTING OVERHEAD POWER LINE OV RH AD POWE E RHEAD P( OVERHEA S47 07 52 E o 41 STATE HIGHWAY 6 R.O.W---ovERHEAO 6,01 POWER PO TELEPHONE POWER POLE - ~-TELEPHONE c 88 BOX o ` BOX 287 I ORM DRAIN INL 886 885 ST I N ~ I I 4 TO CONCRETE BOX ULVERT I I ~ I r - EDGE OF ACCESS ROAD o ~r f 1 ~ ~ ~ II I I ACCESS ROAD II ~ l M II ~  ®ee, r 2717 ENUE SOUTH( ` os ^ COLL STATION, S 77840 r i oN,~9 STEVENSON 979-26 00 WM. C. HUTTON WK C. ENGINEER; Wm C HUTTON CONSULTANTS INC. ...~.3 .....31354 h •'~:.E•N`4y~,► 979-690-7888 tS 'q ob S WO D A DRAWN BY; LARRY S. BAKER OCTOBER, 2000 SCALE. 1 "=30' a J SHENANDOAH PHASE II 12.176 ACRE TRACT VOL.ll96, PG.782 ~ MANHOLE COVER ELEVATION 288.20 , z:a.~ { , ~ ~ ,iii i•-- L~i~IE I~_1 =il_ „3 .c~.: ~ ~ ~ _~li-~I~ ~;I::_ Ali LV NOTE: PROPOSED 4' LOT 13 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LI LOT 6 IT SEWER BEDDING TO ti . ~ ~ N45 51 40 W 413.03 2 2 BE SELECT SAND OR 97 z 90~ COMPACTED FILL. 297 896 ,/2"I 895 893 894 89 0 8 29~ Za9 111 BACK FILL TO BE J FENCE LINE FENCE LINE ° COMPACTED TO 90~. 28 ~ p~ 1 /2"IR o 2 . I~ 8 HACKBERRY 30' ACCESS EASEMENT ° . 291.51) 15' BLDG. LINE EXISTING~bRCRETE S LAB ~II WATER STOP GASKETS ~ ~ PROPOSED 4" PVC w nj ~ Z ~J RELOCATED I/~ 11~ r.ruirr~ n i nn.~ 2 BUILDING _y~ -1~ a 24'X40' ~ J J~ V m EXISTING w N 3 FOOTINGS Z 1 1}~ , ~ c- J r 1. 24X2X24 F-- ~ ~ O ~ o 1 T{ 2 J J m in l _ }i j - 8" MESQUITE SHENANDOAH ° PHASE I to" MESQUITE F . I 0 . VOL.1087, PG.817 , ° s MESQUITE { 1988) ~ o Y ~ NE R-1 ~ ~ N ZO a ~ - 3 ~ o ~ ~ ~ ~ N O ~ ~ o r~ J J ~ PROPOSED WORSHIP CENTER (17,000S.F.) R/ Q~ 10" MESquTTE J Q O l ■ EV e a B W a d O a N C0 0 ~ ~ a Q} O ~ ' ~ O ~ I O o4" PERSIMMON ~ J ~ r e • ~ w ~ ~ v: J PROPOSED 4" PVC SEWER m r 1 ~ 0 f P 2 MU i TREE 1 I. 20' EASEMENT PR UNDERGROUND ELECTRICJIL PROPOSED UNDERGROUNb ELECTRICAL 2Q' EASEMENT WATER T METER ~ PROP06ED UNDERGROUND WATER UNE 8" MESQUITE u LIVING HOPE BAPTIST CHURCH (2st.2a WATER ~ METER - ~ 4.09 ACRE TRACT 0 _ °~c J i POST OAK w _ ~ (ro VOL. 3881 PG. 32-35 Z l ~ - ~ ' ~ _ ~ N~ ~ - _ r (1999 1 _ W o - _ o W 5 » - - _ ZONE C-1 m COLLEGE STATION o t0 PosT - . ° FIRE STATION ~ a" Posy oaK o ~ 9 0 1.26 ACRES ~ W w w VOL.292, PG.435 Z z ~ ~ 30" LARGE ~ ~ o 0 POST OAK ~ w ZONE C-3 W 3 PERSIMMON ~ a 3 0 0 ~ o a t N ~ 1 ~ ~ B" WATER OAK K a ~ ao t~ ~ of Z (29oA (289.0) a EXISTING CONCRETE PARKING SUB o ~ ~ 9 ~ a 5" WA OAK PROPOSED FI ' BLDG. UNE HYDRANT 25' BLDG. NE EXISTING 10' SS ~ MAt~IHOLE X38 TO BE (288.24 REMOVED O 20' PUBUC UNDERGROUND IXISTING 24 WATER IHVE FlRE ~ EXISTING 24 WATER LIE lIIli.klY ~ EXISTING 24" WATER - - VOL.589,PG.226 F5 $'IR EXISTING OVERHEAD POWER LWf Ft 2"IR 01~RFffJID ~ n ~ ~ ~ S47 07 52 E 416.01-STATE-HIG -6 -R.O.W ~ ' POWER POLE TEL~E POLE TELEPHON (20 UT~ltY EASEMENT 888 80X o BOX VOL63t,PG.212) - t 887 I sroRM DRAIN INLET 286 88 284 II S Ta caNCRETE Box cuLVERT 283 II ~ ~~~~Y f L EDGE OF ACCESS ROAD o it II I I ~ ACCESS ROAD II II 11 I 11 ~ F. ABSTRACT 54, VOLUME 3881, PAGE 32,35 BRAZOS COUNTY DEED RECORDS ENGINEER: Wm C HUTTON CONSULTANTS, INC. w 9ti•• SUR o 979-690-7888 DRAWN BY: LARRY S. BAKER 0CTWER, 2000 SCALE. 1'=30' REVISED. 12/20/OD i 1 FIGURE 1-ENTRANCE DETAILS - 58' N.T.S. 38' TO CURB A ~4 A 24" C-C 345' TO FlRE STATION DRNE 168' TO NORTH PROPERTY LINE 6"-8" 10.5' 45' 10.5' 30' 10.5' 288.8 6"-8" 2' 1 1 ~ 18" ~4 BAR (TYP.) ~ ~ _ REINFORCED CONCRETE 6" THICK ACCESS ~ ROAD 2.4 ~3 BARS 18' C-C - 287.0_q~ 287' Pam k•~~ " 2' ~ M ~qyC• 8 ~ 6 ~ 286.5 ~ ~ 286' - / ~ ~ EXISTING 18"RCP / ~ , 30'R o I -REPLACE EXISTING DRIVE o EXTENDED T0'38 IENGTH 2 p ~ °D W/6" SLAB 04.3X GRADE 'N 1 1 i l v n ~~R PER SECTION A-A M > °i ~ 2 ~ / N 45 51 40 W 413.03 , 284.x ~ EDGE OF ACCESS ROAD \ o 7 89 I 6" CURB W/ 27' TAPER TO ~ 297 296 1/2'IR 295 293 294 292 MATCH EXISTING ROADWAY ~ 0 9 2 FENCE 288.83 ACCESS ROAD 286.83 287.0 ~0 ~l 291.8 291. 1/2'I~t 2 0 (291.5) . 286.0 15' BLDG. UNE 8" ~ 12'X12' DUMPSTER i ~ (291. J W/6' SCREEN ~ ~,B 30 ACCESS g 2 R/ w EASEMENT 6`~ PROFILE VIEW Z ~ NO CURB 285.0 285.0 N.T.S. J 2 EXISTING 6" CURB II 291.7) 'X18" RCP pS c~ CONCRETE SLAB •(291.5) ~ 291.6 ~ o ( m - - - 5 CURB CUT (291.4) ~ EXISTING (291.6) 284.0 OF CHANN~ 3 FOOTINGS (29 .5) SLOPE 1.08$ 24X2X24 2 A 283.7 2 • 282.33 • • . . e• 291.4) 6.0' o ~ (290.7) o 291.0) + ~ o °o °o ~ °o `0 • m o O ± N M t ~ b 8 -o ~ Q ~ ~ 1 \OTIJ. 5'-0 ~ o uren„m- ~ i rn n V/ 0 v 10" MESQUITE ~ e b 8'-0" 0 1.) THIS SITE IS NOT IN THE 100 YEAR FLOOD PLAIN, 8 ACCORDING TO FEMA MAP #48041 COZO 1 D " 8 2 b 8 -0 • (2891) O ~ ~ f~ DITCH CROSS SECTIONS 2.) ALL CONSTRUCTION SHALL BE IN (v (291.8) (291.4) (290.0) (289.0) 9'-0" 289.3 ~ ( ) _ _ _ ACCORDANCE WITH THE CURRENT CITY In ~ 20 -0 ~ r~ vAN 9 N c}' 289.3 289.0) 0" ME TTE SEE AMBULATORY SIDEWALK DETAIL PROPOSED WORSHIP CENTER (17,000 S.F.) CHILDREN'S STA. 0+00 SLAB EU:V. 292' PLAY AREA y. 288.38 (28 .3) 288 ~ W 28'-0' ~ 2asa N ( O M 290.8 2E • ( } (2 7.0 ~ ~ STA. 1 +1 ~ ~ 287.3 1 ° 4" PERSIM e• . ' . , ) (287.0) . ~ FDC (290.2) (28.9) {287.7), ~ 6.0 a, 286.6 6.0' m 288 cn 291 z 290 - - •(2as.s) U 70 ~ (2 .4) • ~ . ~ (286.3) m (289.9) ~ _ ~ ~ t .0 ' FlRELANE ~ FlRELANE FlRELANE w (290.2) (286.9) Z ~ 287 ° (2as.2) N (2as.o) 1 0 289.8 (2 /286.2 ~ J \ ) l ) 2 m (28 .1) 289. ~ 8" UITE 28'-0" FlRELANE ~ 28 WATER 0 METER 289.7 (289.8) (289.9) (286.3) ( ) 290.0 289.0 0° d ) { ) (286.1) ~ I' U FlREIAN (289.5) ~ 285 0 o (2s~s) (lass) , 288.0) (2xs.2) (2as.o) AsH o 0 2 10 ~ ~ ~ o ~ 289.0 !i ( ) " 289.3 288.0 (286.1) 2 .9 • ~ 289 cuRB cur ( ) } (2x5.9) ( ) ~ ' (289.0) 23'-0" FlRELANE (285.8) s (289.5) (289.0 (286.0) (285.7) • ~ •(285.8) 3 PERSIMMON • 30" 6.0 o (289.4} POST OA 888 m FlRELANE ~ • U v 290.0 289.8 289.5 299.4 285.7 2 (285.95) 9'X20' ( } SLAB a► EXISTING CONCRETE PARKING (289.0 I (TYP. SPACE) I PROPOSED F.9 285.65 IJ,1 ii1 Ltl~i i `l'1 - - HYDRANT ( ~ ) ~ )(285.6) C 25 BLDG. UNE 25 BLDG. UNE _ ~ 2 ~ 1o Pvc PIPE ~~ADED cuR6 r ' DETAIL 2 DISChIARC~ ELEV. 287.9 ~ 2.0 CUTS FlRE 1 . MH 285.5 Ft/Z"IR 6.0' (289.0) (288.5)8" UR 286.1X286.0) 8" CURB 85.7J(285.6~.0' F5/8'IR 3 1 ~ n s 2 47 07 52 416.01 3oR 888 87 ~ 884 286 885 ~ 3o R 1)~l STORM DRAlN INLET w 883 TO CONCRETE BOX CULVERTI ~ ~ iv II o ~ ~ EDGE OF ACCESS ROAD 0 .n '60` LANDING RAMP -KLUKRUL NAILMku nuJii\n%-.i .J-r, V\1LVIVIL ~Juu I rnv~ %J 1 1 50 MAX. 1 12 MAX. VEGETATIVE AREA TO 1 1 100 MIN (TYP)(TYP.) DRAIN TOWARD SIDEWALK BRAZOS COUNTY DEED RECORDS ACCESS ROAD NOTEi (TYP. ) LANDING AREA SHAH HE SLOPED TO THE ENGINEER: Wm C HUTTON CONSULTANTS, INC. STREET FOR DRAINAGE AT 1 1 50 MAX. 345' TO FIRE STATION DRIVE 230.6' TO DROZD DRIVE SIDEWALK AMBULATORY 979-690-7888 RAMPS DRAWN BY: LARRY S. BAKER a CTOB ' _ o/oo SCALE: 1'=30' REVISEW- 21 4 LANDSCAPING SCHEDULE POINT CALCULATIONS: POINTS > > > 2 N 45 51 40 W 413.03 LANDSCAPE REQUIREMENTS: 4.09 acres X 43.56 X 30 = 5345 97 2 " 297 296 21R 295 293 / 294 292 0 9 CANOPY REQUIREMENTS: 5343 points X 50~ = 2673 points 2 FENCE ~4 1 /2"IR Canopy Check: -2673 + (1400+ 1725) = 452 • 291.8 291.7 _ _ 2 " • o • (291.5) . 12'X12' DUMPSTER • - - - 15' BLDG. LINE 8 HACKBERRY• ~T LANDSCAPE REQUIREMENT CHECK: -5345 points + Total Accruals = 10 i W/6' SCREEN ~ (291. _ _ ~ 9 30 ACCESS SLAB 2 R/ w EASEMENT z ~ 24 SETBACK UNE NO CURB ~ ~ IXISTING 24 SETBACK UNE (281,7) ~ 2 ~ o CONCRETE SLAB ' (291.5) (291.6) STREETSCAPE REQUIREMENTS (major arterial): 416.01 feet / 25 =17 Canopy Trees • m 5' CURB CUT (291.4) z_ EXISTING (291.6) ■(291.5) J 3 FOOTINGS • v 24X2X24 EXISTING TREE POINT SUMMARY: m 2 ~ ~ 2 . Canopy Trees ° ~.a' F2 ~ ' 91.4) ~ ~ N • (290.7) (291.0) Descr~tion Size Points Number Points Accrued 2 ~ H 8" MESQIlIjE N Water Oak 5" 200 2 400 • o 10" MESQUITE H o Ash 5" 204 I 1 200 • • • y • • " 8' MESQITE ~ • 0 • • ~ I ~ • • C + • • • • o • H (2 .6) e i D o Hackberry 8" 2(}0 1 200 (2ss.1) ~ j~ ~ Post Oak 10" 300 1 300 O H • 291.8 ' . N ( ) (291.4) (290.0) (289.0) • (289.3) Post Oak 30" 300 1 340 ~ H In d' ° ,•(289.3) N Sub Total 1404 d- (289.0) ~f' . . ' 10" MESQUITE I Non~anapy Tees d PROPOSED NtORSHIP CENTER (17,000 S.F.) Persimmon 3" 75 ~ 1 75 SLAB EIEY. 292' CHILDREN'S PLAY AREA Persimmon 4" 75 1 75 (28 .3) W Mesquite 8" 150 3 450 d (286.7) • ■ N t0 Mesquite 10" 150 2 3~ O ~ 290.8 + Sub Total 900 O • r • ♦ • • • • • • • • • • ■ • ~ (287.3) • • • • E. • (287.0) e d. (290.2) (2s..9) (287.7). ' ~ 4 PERSI ~ (n Z NEW PLANTINGS TREE POINT SUMMARY: • 290 • •(2ss.s) 4 ° ( •4) Canopy Trees 29 (286.3) ~ • i •a • ~ Live Oak 1.5-2" 75 16 1200 W (289.9) (290.2) (286.9) z 287 ~ (28s.2) (286.0) 1 ~ 288.0 286.2 o (28.8) ( ) ( ) Z J 2~1 ~ Water Oak I.5-2" 75 7 525 m (2 .1) Sub 'Ilotal 1725 in • WATER METER o.• 289.7 (289.8) (289.9) (286.3) ( ) Q " MESQUffE d d 290.0) (289.0) d •(286.1) Non-Canapy Trees 10" POST OAK . • . (289.5) . ■ Crepe Myrtle >1.25" 40 116 640 p 5" a~H w • o • (2~I.s) (2as.9) (288.0) (286.2) 28s.o q Z ) J V 2 a ~ Y 289.0 2 . ~ ( ) 2ss.1 Shrubs ( ) 85s 2 s 6 cuRe cuT (28x.3) (288.0) (2 ) ( ) ~ ~ 289 • 2 ~ • (289.0) (285.8) N ■ • Dwarf Yaupon 1-5 gal. 10 69 694 * dw~ WM, C. H~ ~ • 313 ~ N WAL C. N • • 0 285.7 (289.5) (289.0 (286.) ( ) 3' PERSIMM~I 0 d d •(285.8) • • • • 3D" 1 AR(: W ~ Total New Pla~itings 3055~A~~=' 9tio"~F~:°~~ h~~ s~R~E • o (289.4) • _ _i_ z • ~ • ' POSE 288 ~ 5 ~ a t n. 'r~ T n~ T T n T1 T1 T\T1 ~ T T TT T T1 7 T n TT iT'~ T !r T TT\ /1 1 T / t f T 1 T 71 /'1 T T1 iT1 /'~I ~7."" """!l s IJ F+"!~1 {'li! ~!1! {..{!■L)1 P~Ii`lli cif 1. IlU"lJ {i `I7 i..ll li iAl 1 ill' ■ ■IL\.l pl L~LdI . 289.8 289.5 289.4 m 2 5 290.0) i (285.95) (285.7) WATER ~ • IXISTING CONCRETE PARKING (289.0 } ~ (285.9) (285.65) (285.6 25' DG• LINE 25 BLDG. LINE i ~i L ~ 4 24 SETBACK LINE 2 10• PVC PIPE CURS ,g' ■ DISCHARGE ELEV. 287 2.0 CUTS M d C .285.5) i ~ d ~ + . 286.1 286.0 ~ c _ 285. r• 285.6 ~ s Ft 2'IR • . . • . (289.0) . (288.5 } ~ ( ) F5/8'IR / 3 2 • ' " ' 30 R 47 07 52 416.01 28 87 ° 30~ 284 8 285 286 STORM DRAIN INLET 283 BOX CULVERT I ~ _ iV TO CONCRETE i I o EDGE OF ACCESS ROAD o i~ ~ iA r ACCESS ROAD t 345' TO FIRE STATION DRIVE 230.6' TO DROZD DRIVE i 3.) ALL CONSTRUCTION SHALL BE IN ABSTRACT 54, VOLUME 3881, PAGE 32,35 ACCORDANCE WITH THE CURRENT CITY BRAZOS COUNTY DEED RECORDS OF COLLEGE STATION STANDARD DETAILS , Wm C HUTTON CONSULTANTS, INC. AND SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION. 979-690-7888 , DRAWN BY: LARRY S. BAKER OCTOBER REVISED t 2000 2/20/00 SCALE: 1► 00 E . . i AH SHENANDO PHASE II 12.176 ACRE TRACT VOL.1196, PG.782 (1995) LOT 13 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LO' LOT 6 ti ° ~ N45 51 40 W 413,03 2 ~ MANHOLE COVER ELEVATION 288.20 ~ ~ L'r i s 7 29 X97 X96 ,21 X95 293 / X94 X92 o J S - FENCE LINE 1 /2°IR „ 0 3C Z ~ 8 HACKBERRY 291,51) . ,...u._...,.... ~ 2/ ____..~N._ RELOCATED I SLAB ~~1y_ O ~J BUILDING -1 2 24'X40' ~ 1 ■ _ ~ EXISTING CONCRETE SLAB f EXISTING if N ' 3 FOOTINGS u1 i n 24X2X24 I- V 0 2 8" MESQUITE SHENANDOAH o PHASE I 10" MESQUITE 0 L.1 87 PG.817 VO 0 „ B MESQUITE i (1988)_ ~ o - I N 0~ r ~s _ ZwJ€, i~ , T - r ~ 3 ~ U7 ~ ~ ~ N p ~ ~ °o J ~ d" ~ ~ 10 MESQUITE ,i_ ~ tt 1~ J n , Q ~ 1,/ ~ I.Y%Vi. ~ L. ~ S N Y I ~ -~r~ - - i 1 -L - L- ~F • ~ _ - W PR P W R HIP ENT R 0 OSED O S C E ~ • • r. ~ ■ ~ f o ~ N ~ ~ i i SS - ~ ~ ~ O _ ~ ■ I- n m U J ° ° J ~ ;a ~ ~ 3 n ~ ~ ~ 1 ~ g w Z C- o PROPOSED `z~= ~ ~ ~ MH Ud 1 owm ~ 0 ~w. t l o $ MULBEi~RY p o ~ TREE w_ ~ PROPOSED UNDERGROUND ELECTRICAL Za EAS Mf~N7 1 T -r-- PROPOSED UNDERGROUND WAT=R LINE Mkt „ 8 MESQUITE r~ wArER ~ ~ LIVING HOPE BAPTIST CHLRCH j - _ - ME ~ ~2s1,28 rER ~ s~Ae 4.09 ACRE TRACT Ex~s 0 riNG wArER i ri Q - - _ LINE (TO B G POST OAK VOL. 3881, PG. 32-35 ~ - E ABANDEN UI D B TREE ~.i i r (1999? ~ " ~ E R D i. ~ 5 ASH ~ ~ D w 10 POST OAK - Q~ C'~ L C r' ~ i 1 ~ l l COLLEGE STATION o 0 0 FIRE STATION a° POST OAK ~ I o ~ w 9 0 3 ~ r ~ 1 _ _ 1.26 ACRES ~ ~ a w ~ _ _ Z o ° VOL292, PG.435 - Z ~ ~ 30 LARGE o ~ ~ POST OAK w r~ C'~► w o 3 PERSIMMON ~ 0 N ~ w Q o o ° I 3 a ° _ -~s t ~ ~ 8 WATER OAK d n. ~ ~ z ~ (290'0) EXISTING CONCRETE PARKING (269.0) ~ ~ 5LA8 SLAB 9 X w AT I2 AK 5 W E 0 r 25' BLDG, LINE 25~ .BLDG. INE SEWER MANHO EXISTING 10" S5 SS" OLE #3$ 4 _ I TO BE 2 REM V 20' PUBLIC UNDERGROUND " i ~ XISTING 4" WATER LINE 0 ED JOINT EASEME EXISTING 24" WATER I E EXISTING 24 WATER LINE FIRE,~Mi E 2 - - ~ IITIIITY CaL. OL589,PG.226 5 8"IR _~ti....- - EXISTING OVERHEAD POWER LINE F1/21R OV POW OVERI•IF~4D POWER a _ ■ r •i OVERHEAD ' " ❑ ' G" RHEAD ❑ 47 07 52 E -416.01--STATE-HIGH -6-R.O.W~'~ 20~ UTILITY EASEMENT tI . ~ S TELEPHONE ~ POWER POLE TELEPHONE POWER POLE o BOX VOL,631,PG,212) r 288 BOX 287 8 I 284 RAIN INLET 86 28~ STORM D I ~ ~ 283 ~ ~-r TO CONCRETE BOX CULVERT II i EDGE OF ACCESS ROAD o in _ ~ II I I ACCESS ROAD II II ti } \JU I W~ COLLEGE ST N TEXAS 77840 • / DAVE ST NSON 9-260-4300 .N•NNNNNN•N • 'NON WM. C. HUTTON N•Nn.N.o•a•N~ jN ENGINEER: W C HUTTON CONSULTANTS, INC. SA 2963 31354 ' ~9ti•°•;Ess.•:; ;:R979-690-7888 4 SU4J to DRAWN BY: LARRY S, BAKER OCTOBER, 2000 SCALE: 1"=30' FIGURE 1-ENTRANCE DETAILS N.T.S. A ~4 ®24" C-C 345' TO FIRE STATION DRIVE 168' TO NORTH PROPERTY LINE 10,5' ~5' 10,5' 30' 10,5' 6"-8" 6"-8" 2' 1 REINFORCED CONCRETE 1 ~ 1 g" #4 BAR (TYP,) ' 6" THICK ~4 BAR (TYP,) 20' ~3 BARS 18' C-C 2' ~ 8" 30'R REPLACE EXISTING DRIVE o 285 30'R W~6" SLAB ®4.3q GRADE •N ~ PER SECTION A-A > > 2 N455140W 413.03 o! 0 EDGE OF ACCESS ROAD o I 97 2 897 296 i~ 1 2",R 895 893 / 894 8 98 0 9 ACCESS ROAD 2 FENCE 286.83 286.83 287.0 1 /2 IR 2 ~ (291, > . 8" HACKBERRY (291.8) (291.7) t 286.0 ? (291.51) ' f,~ o~ 9 6"SIB PROFILE VIEW sLA6 ~ g 2 ~ ~ 285,0 285.0 ~ , N.T.S. 2 EXISTING ~ (291,7} ~ p~ CONCRETE SLAB ~ '(2g1,5) 291,6 38'X18" RCP ( (291.4) EXISTING (291.6) 284,0 3 FOOTINGS 281,5 Sl0 E ANNEL A 089; ( ) 24X2X24 283.7 R 2 2 ' 282.33 ° • ' X29 . ~ ~ (91.4) a, 0 0 0 0 ~ 0 0 0 0 • (290,7) 291,0 ( ) + + + + + N M ~h d' 2 H' H N H N 8" MESQUITE ~ ~ ~ ~ ~ H. b 10° MESQUITE ° o w, 0 Q ` p O O V 289.6 + o c g p O I I " v V (28 1) Q ~ ~ O H~ ~ H N N (291,8) (291,4) (290,0) (289.0) 289.3 ~ ( ) H , l~ d- ~ ° (289.3) N „ 289.0 ~ ~ ( ) 10 MESQUITE DITCH CROSS SECTIONS ~i WITH BACKWATER ELEVATIC►NS PROPOSED WORSHIP CENTER 3`1 ' ~ B E 292' CHILDREN'S ~ $LA LEV PLAY AREA N.T.S. SECTION AA (287,3) W N.~I,.S. (286,7) CD ~ N STA. 0+00 288.57 ~ I 58 ~ O • (290.8) (287.0 288.36 ~ ~ 288 38' TO CURB 288.02 STA. 3+~)0 ~ ~ (287.3) 287,0 ~ 288 • 4" PERSIMMO a, ' ~ , r~'~ ( ) (290.2) (28,9) (287,7), ' ~ ~ d" 287 287.7 cn 891 z 288.8' 290 890 ~ ~ //286,3 (286,4) ACCESS ROAD 2.4' ~ (289.9) (290,2) 67 217'0 P`1M~ 4•~%is1~e/ f STA. 1 +00 ~ ~ !~pN~ ~ ~ _ , 266,2 ,.q~ 4<r✓ 283 283.78 , 286.5' 6~ p ; (286.0) v. 289.6 ~ 288,0) l ~ (286,2) - ~ ) ( 2 (266,1) 8" SQUITE ~ ~ ~i WATER o s ~ ~ R 8.7 .269.8 289,9 (286,3) I' METE 2 9 ) ) ( ) (290,0) (289,0) •(286,1) (289,5) ~ 0 o 289.6) 1°~ (zss.s} ~ (288.0) (2ss.2} ASH ( ~ 286.0) 10 V o POST OA 289,p 2 ( ) 288,0 (286,1) ~ 285,9 285,9 9 CURB CUT (289,3) ( ) ( ~ ) ( 88 2 ' 289,0) (285,8) i ~ r ~ t ' ~ - ~ - (289 5) (289.) (286,4) (285,7) ~ ` 3" PERSIMMON (285'8 ~ (289,4) 30 LARG . 0 ; P05T OA - 1 288 ` ~ 5 ~ Q 289.8 289,5 289,4 2 ~ (290,0) (2 5.95) (285,7) d SLAB 5LA6 II ' I I N R PARKING'I (289,0) E { ST NG CO C E ~_r t r ~ Q 265,65 (285.9) ( ~ ) 285,6 ~ - S ~ ~ i~ ~ 2 ~j ~ 10" PVC PIPE REG D CURB ' t ISCHARGE ELEV, 287.9 SEE ET L S CUTS 2 D i FIG 1 MH li 1, 289,0 288,5 286,1 286,0 (285J} (285.6) 2 5. " F1 21R ( ) ( F5/81R I / 3 2 30 R 47 07 52 416.01 E HIGHWAY 6 ~~.O.W. 28 887 ° 3o'R 284 i 8 286 885 STORM DRAIN INLET w 883 _ TO CONCRETE BOX CULVERT~~ ~ N II EDGE. OF ACCESS ROAD I I U) i oDAV ENSON 979-260-4300 WMCN ACCESS ROAD rENGINEER; Wm C HUTTON CONSULTANTS, INC. ~ozC> pkt z30, 4 L era 345' TO FIRE STATION DRIVE ilt wm c viUTT ~SONAl- 979-690-7888 5 o h Iitc lea i DRAWN BY: LARRY S. BAKER OCTOBER, 2000 SCALE: 1 "=30' ~1 FIGURE 1-ENTRANCE DETAILS G N.T.S. i A #4 ®24" C-C 34°~' TO FIRE STATION DRNE 168' TO NORTH PROPERTY LINE 10.5' 45' 10.5' 30' 10.5' 6"-8" t' 6"-B" 2 REINFORGED CONCRETE 1 • 1 g• ~4 BAR (TYP.) • - 6" THICK ~4 BAR (TYP.) 20' #3 BARS 18' C-C 2' 8" 1 30'R REPLACE EXISTING DRIVE o 2 8 5 30'R w/6" SLAB ®4.3x GRADE N w PER SECTION A-A > > > ~ i 2 N 45 51 40 W 413.03 0 EDGE OF ACCE:iS ROAD o I 97 2 " 297 296 i0 21R 295 293 / 294 292 0 9 ACCESS RO~~D 2 FENCE 286.83 286.83 287.0 b 1 " /2 R o (291.5) . • Z " 291.8 8 HACKBERRY ( (291.7) 286.0 ~ (291.51) ~ 9 6"SIB PROFILE VIEW S 8 ~ 2 ~j DuMasr~a ~ 28ryi ~ 285.0 ~l AR6R w/6 N.T.S. 2 EXISTING (291.7) ~ CONCRETE SLAB •(291.5) (291.6) 38X18" RCP (291.4) EXISTING (291.6) ■ 284.0 OF C NNEL 3 FOOTINGS (291.5) SLOPE 1.089.' 24X2X A 283.7 2 2 • .a• 2 91.4) l 282.33 o ~o QQ} 8 S • (290.7) ~1 291.0 ( ) + N M ~ ~ 2 H 8 MESQUITE I o H r 1 10 MESQUITE • a °o o + O O ~--------1 o H (289.6) a o O ~ 8 2 (289.1) ~ ~ ~ ~ , N ~ ~ ■ ~ ~j ~ 291.8 ~ H ~ i N ( ) (291.4) (290.0) (289.0) , (289.3) , d- H U7 ` ,•(289.3) N M 1 f d- ~ ~ (289.0) d"; ~ 10 MESQUITE ~ • 1 Table 2 -Living Hope Baptist PROPOSED WORSHIP CENTER ~ ' LANDSCAPING SCHEDULE SECTION CHILDREN'S SLAB ELEV. 292 Pl_pY AREA , PO!"!T CALCULATK)NS : Pnlnt~ * T T 287.3 4 Landscape Requirements: 4.09 acres X 43.58 X 30 = 5345 lv ( W ~ A (28x.7) Canopy Requirements: 5345 points X 50°~ a 2673 points C~ , Canopy Check: •2673 + (1400+1725) ■ 452 58' r~ O • (290.8) (287.0 O ■ V A r 1 1 .11..1.1 1 1 r 1 r 1. Landscape Requirement Check: - 5345 points + Total Accruals ■ ' 10 38' TO CURB " ~ ~-i • " n •(287.3) (287.0) Streetscape Requirements (major arterial): 418.01 feet! 25 =17 Cani~py Trees 4 PERSIMMO (290.2) (287.9) 287.7 ' ~ ~ ~ d. . d' i; EXISTING TREE POINT SUMMARY: cn 291 z . 290 Canopy Trees 288.8' cr1 n iS is P~cin)~~, Number Poin A ~ ~ •(286.6) Water Oak 5" 200 2 400 ~ ACCESS i ~ ~L 9 ~ 286.3 (286.4) • ~ ~ ~ Ash 5" 200 1 200 ROAD 2.4' ~ • Hackberry 8" 200 1 20b ~ ~ - 287.0'~,~~~ slope ~ Post Oak 10" 300 1 300 ! ~Oe~ 87' / ~ O 1~ %3~ ~ (289.9) (290.2) 287 Post Oak 30" 300 1 300 ' i~ v ~ 6 C ~ (28x.2) Sub Total 1400 286.5 ~ \ (286.0) 1 2£19.8 288.01 2$6.2 II ( 1 ) ( / ( • ) Non-Canopy Trees ~ 286' - / / ~ Pereimmon 3" 75 1 75 286.1) r M ( Persimmon 4" 75 1 75 1 /I ~ 18"RCP WATER 8 QUITE (286.3) METER (289.7) (289.8) (289.9) Mesquite 8" 150 3 450 \ ~ ~ Mesquite 10" 150 2 300 ~ ~ 0 • ~ • ~ 290.0) (289.0) • ~ ~ •(286.1) i Sub Total 900 2$4.8' i NEW PLANTINGS TREE POINT SUMMARY: •(289.5) • Canopy Trees 0 " o (2s9s) (2s s) (2$8.0) (2as.z) ~ Live Oak 1.5.2" 75 19 1425 ~j ASH " 286.0) 10 ~0 2 ` Water Oak 1.5.2" 75 4 300 Sub Total 1725 o ~ POST OAK 289.0 2 ( ) Non~Canopy Trees 288.0 (286'1) 285.9 285.9 89 CURB CUT (289.3) ( ) ~ ( ) ( ) 2 2 (289.0) (285.8) i 2~ ~ Crepe Myrtle >1.25" 40 18 640 Shrubs ~ DwarFYaupon 1~gal. 10 69 690 _ • 289.5 289.0 (286.0) (285.7) ( Total New Plantings 3055 LIVING HOPE 0 . 3" PERSIMMON • " (285'8) (289.4) 30 LARG NOTE: IRRIGATION TO BE PROVIDED BY OTHERS UPON AWARD OF BID8 POST 0 7L , BAPTIST CHURCH 88 I ((~~5 _ _ i ~ n•s n h~ r rrr~r r it r r n V 2 .8 289.5 289.4 2 290.0 ~ (285.95) (285.7) - - ' ~ asssr WA1~R 0 K S EXISTING CONCRETE PARKING (289.0 J i 285.9 (285.65) _ - - _ ( ) (25.6} 285.5) 2 ~ ~I 10" PVC PIPE REGRADED SEE DETAIL 2 DISCHARGE ELEV. 287.9 CUTS FIG. 1 H . Ar • F1 2"IR ~ o~~~ ~ 288. C~ Ef.]) F5/8"IR / 3 i 2 u 30 R 47 07 52 416.01 o 28 287 3oR 284 8 28S I 286 W STORM DRAIN INLET 283 II > N 1~ 1 TO CONCRETE BOX CULVERT 2717 TEXAS AVENUE SOUTH EDGE OF ACCESS ROAD -up o II I COLLEGE STATION, TEXAS 77840 ic1 DAVE STEVENSON 979-260-4300 ACCESS ROAD ENGINEER: Wm C HUTTON CONSULTANTS, INC. 979-690-788$ 19 345 TO FIRE STATION DRIVE 168 TO NORTH PROPERTY LINE DRAWN BY: LARRY S. BAKER OCTOBER, 2000 SCALE: 1"=30' I Vj l , FIGURE 1-ENTRANCE DETAILS N.T.S. A #4 ~ 24" C-C 345' TO FIRE STATION DRIVE 168' TO NORTH PROPERTY LINE 6"-8" 10.5' 15' 10.5' 30' 10.5' 6 -8 2, 1, REINFORCED CONCRETE 1' 18" #4 BAR (TYP,) ~ • 6" THICK • 20' #3 BARS 18' C-C #4 BAR (TYP.) 2' 8" 30' R REPLACE EXISTING DRIVE o C~• rJ1C}~G~~~i..K'J..1. 's~3a~~ Nnr~ W/6" SLAB ®4.3% GRADE ~ 30'R N w PER SECTION A-A ° ~ L. 2i N 45 51 0 W 413.03 0 EDGE OF ACCE55 ROAD o 7 29 c97 296 8 1~21R 95 8 293 94 898 ACCESS ROAD 9a 2 FENCE I J 286.83 ~d 286.83 287.0 1 2"IR / - 2 0 (291,5) . 8" HACKBERRY (291.8) (291.7) 286,0 ~ «.1 (291.5 ~ t 6»SLAB PROFILE VIEW sLA g it ix 2 ~ ~ x 285.0 285.0 ~ 0. Z ~ S~ ~ a~S~r~ ~ ~ ~ EXISTING ~ , (291.7) ~ N.T.S. s ~ w~~s ~ ~ ~ ~ CONCRETE SLAB ~ •(291,5)~i1 (291,6 38'X18" RCP ~ i^~ ~.~r6~.UT (291,4) 284.0 OF CHANNEL EXISTING ~ Cvr~.~ (29V,6) l~ ~1 SLOPE 1.08q / ~ 3 FOOTINGS (291.5) / Z(D~ 24 X 2X24 J A 283.7 , , Z 282.33 ° d X29 (91.4) ~ JI 0 0 0 0 ~ 0 0 o a ~ ~ 0.7) ~1 (291,0) + + + + + N ~ d d 2 ~ ~~yl 8" MESQUITE ~ ~ iii ~ ~ N N ~ S Q ~ 6 , ~ o ~ _ I u d ~ ' 10 MESQUITE ~i o ~ d O O ~ t ~ / (289.6) Q o 1---------~ 0 r , U O S _ 2 . ~ - (2x9.1 } Q o ~ H • (291.6) ' t1 ~ ~ 'Z ~ / ' , (291,4} (290.0} (289,0}, 9 IC.d/C.I~ (289.3) 1 ~ ~ ~ B a d- (289,0) 10" MESQUITE DITCH CROSS SECTIONS pp ( N ~'M 4~ V 5 Q~~ S ~D nL p,~ WITH BACKWATER ELEVATIONS o" ~ PROPOSED ORSHIP CENTER i i~ ~iN' S C WI _ ~ ~ ? ~ CHILDREN'S FI~.~ SLAB LEV .291_ ~ PLAY AREA ~ ~ I. X ~ ~ 2Q ~so+Js r, ~ (287,3) W u (286.7 ^ ~ ~ r:, ~ N r~ O ^ ~ 29o.a ~ ^ ( ) (287.0 O , . ~ , ~ ~ (287.3) 287.0 ° 1 ~ "L ° 192 4 PERSIM 0 d ( ) a ~ S (290.2) (287.9) (287.7)• ' • ~ 6 d- ~ , ~ i cn S4 ~ 3q 8 91 z ~ , 890 n Z4 ,(28s.s) ~ I 286.4 8 9 ~ ~ 286.3 ( . , a ,n. l2 ,9 ~ 13Z (290.2 287 ; 11 ~ (286.2). b ~3 (28s,a) 2 9.9 R..~l~ 288.0 2 ~ .2 ~U ~ G (266.1) 8 SQUITE ~1 11(Lg WATER 8 G s~ METER ~ 289.7 (289.8) (289.9) (286,3) (290.0) (289.) (286,1) 1 ~ 30~ 5 2~~ 1 IZ1 2 ~ ~ ; (289,5) ' 2 .9 286,2 . 0 " A H 0 (289.6) ( ) (288.0) ( ) 28 .0 S „ ) 10" ~ ~ ~ ~ o ,z, POST OAK. 289,0 2 Z3 ( ) • j (286.1) ~ i 2 .9 285,9 9 CURB CUT (289,3)1, (288,0) ~ q ( ) ( ) g 88 2 l (289.0) (285,8) I ~ Pit ~ ~ _ ~ i ?a 2p 289.5 289. (28fi.0) (285.7) ( ) ( ) ~ ~ •(285.8) 3" PERSIMMON 289,4 30° LARG Z4` p ( ) i ~ POST OA 888 M ~ ~ . 5 i ~ 389.8 289:5 289.4 2 I3Z ('90.0) t lA6 (285.95) (285. ) SLAB ~ EXISTING CONCRETE PARKING ~ (289'0) gl 23~ 23 ; ~J (285.9) (2 5.65) ~ 1 ~ (285.6) T - ~ I 0 285,5) ~,,n' g 2 10" PVC PIPE REGRA ED ~ CURB ISCHARGE ELEV. 287,9' 1 SEE Q AIL S 2 FI~~. D ~ CUTS ~ F1G. MH ~ Z.'A~OtlfT 289.0 288.5 86,1 286.0 285.7 285,6) 285.5 F1 IR ( ) ) ( ) ( ( ) F5~8IR 3 2 ° ' " 30 R 4707 52 416.01 ~ HIGHWAY 6 R.O.W. 8 - 888 87 ~ 'R 88 I 886 285 ~ 3o Ir STORM DRAIN INLET w (,~JQ,F1 ~83 II > N TO CONCRETE BOX CULVERT I I ~ 0 ■ EDGE OF ACCESS ROAD o it ~ in ACCESS ROAD 2993 0 ~Rt of 00 wx~s71~11811RCPTO~icExcritr~`gyp b`~ jr-AQLL) .ENGINEER: Wm C HUTTON CONSULTANTS, INC. 9ti9ti'~S S~Di~'~ •9. 31354 a• $uRV~ l` `SSIONA'-" 345' TO FIRE STATION DRIVE 198' TO NORTK PROPERTY ttNE M} IN 979-690-7888 DRAWN BY: LARRY S. BAKER OCTOBER, 2000 SCALE; J30' ~ e _d yN,. , r . v,. t 1Tau?F ~ . .e ' ~r. k ~ a > •:r < ~ ~ . , . ~ rr ,a r F., t.:. , : . , w~ Y, u... „ , : ti J• w. ilk:. v~".: .+i .Y. r M', « yy^^::. ~ _ ~ ; ^a'a S' ! ,.r. ~a. 1, y. 4 .-t~.. ~.i~'v ~r :1v .2Y , ,;p ~ ,,x ~ 'IC^ ,~s ;'a~u.3rl~S&'Ai~iL'&M1~_i_~'111~!$dG? ;.~1~s "tM;r~4,7A[f ~sJ [ue,~k+EG.4 ~k.~ 34'R €3wn' ~a a,-YtlF'~ '~eP,~~; t~~+9.,r4Y~F., _z,:n._-'~i~it~'iYikC:a 3.dY',(A+33lta > ~ : 3'Y .'d ~ .6. Y ~ '.aa*~ ~ drP' b, ~ ~1~,y.. #f'~^~. ''i, "P r~.^ r .,r.. w ~ , . fin. _ x > ~ # ra. A~ d.. ,1. n ,Y ~ p.. .e t. a d s. y d a. ~~Muuurrr t rA~.. 'r F i } : r ~ a h r •,a u r... r,. ~ 7 b. k.. a .w i, { F., .r. ,n ~x.. .ygy, fir. e "f ,'t. 'p , A'r „d. i, . S y a. r f r- A.. y~r~, d. r•!.. ~ 4 S !V!R;` r7 „}L' k. y ID i . , w., A ♦ r. r. - NIM ,h ~ :.j ..l.n E.. . Yi" y&~ ..y < ;F< _y.. , VI~Y/1( 4 ~ p - T r:- a -+r' ~ ,a; N# +.,Y. } {A}'~ . AEI ~d "1Y G.i:. ~ . . yl T~` A . r , ~ ' V, n ~.-+b n.. 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UNE 1 O~ SUIB z , REl,OCr~TED ~ , . - 2i~'X~Y 8llk.DRtG m ~ , r EXIST~IG ' 3 FOOTINGS 24X2X24 2 ~i 2 e• I~sQtnTE o 10" MESQUITE o o 8" ~tESQUffE Q . ; • s. O . . ~ , r h r t ~ p n~ ~ rq , r.,. Y h .i'- ~t. - '~y. yr` 4 ~Pr f'" ~ ,"Y ~ ~ ~ `r. . % ~~.,r , a. IIIL~71y{~IL r 4 . ~ ~ , , a - ,y 7* i, ~ i , , r - : D e ~ ~ ~ r... is r ~ ~tV3t,`i. 'r d. ~ .l',. ' r , %r P ~ ~.x r,.. x. ~ ry ~ ~ ~ ~ - Y,r' t^ ~ A ' a ; ~ }4 ~ r ~ ~ ~ .V.--, a tai' 1` r. , ~y ~ • ~ . r r r r " , , r ~ - , , .1•>~, ' „ . s ~ ' ' ~ , rv ' ~ r s a r ' , , r , . , ~ ~ ~ ~ 1. 'a a a . f.. : r r . ' ; „ A._ t+ W w. :>ri+. ~ r . , n. ~ x~.y ~"i ~1~4 41, n i, t ~ ;4r r ;Y _ r ° - , , . . r << ;~~r,~ ~ ,~.'.w ,r. ~ it ~ , ' ' "r 1 1 b- T~1 1 S ~ , i , - ' l ~ rr ' M. L~ iY ' Fr 'r~Ir4 , . °rr.Y h ::lM r Vr: , ' , 4' . r ' r „ ~ y _ ti. 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I ~ nr ~ xr~i K" Ri~ ~ t '{r V ~ : Y. s , . . ~rt , b118 r tN' , ~ _.r ~neel'' . ues a .nested - ` . _ C~MPLrANCE: h tar s ppn~ by the - ~ the ~ n~~tuho by the C YAPt City En ns wiN nY pt il'~IN t i be ! 1~ 9 Weer made ~ ; ~ . 1Ndtten ~„►,M.._..bY the De~r"►,~~.:_: In Writinn ~ . _ , ~ J, i,~ .0 2 2001 r'1' . - ~ 1 fro the MI ' Vvaff 'Tor all d~a "'glneer of R C] +f1'D N 0 OS, G©VNY DEEDERD~ h+En t ona record. m H 5 w. 9 Weer be Prime ~i max: R ~•as"T COLLEGE STAr1 , 'y -laW Y 76~ • w, ' w, ~ • , . ~ ~ ~ AAA.. 9r , EE~RIN 1N 1 r . i S ♦ Jy y J f y l tt'~ n C,Y , iT A. , y W, 'N. •,'F ` Y' ~ H.. Y i. ~ h••. Y, PY.,M ~y 1 {:a _ R. „r 1~.,, !a' fi, ~..„I sr _.r ~ - , w: •k. f... 4 ."..a 5~ r .:U.., f .,~A~i t, . d ..c~ PF'.. ",311 :.:ti ,Y,.,1. ,A. .,,.r- .'N ~~{:"'C: g ~►~"~~R!'• • 'T.~ :ry i -ti. p~ 4 .,r ode. ~-11;~ ~M '7 q~ ,8`~ qS,. v~:. .Fa . .~.r j.. n. 4 . K 'rp r ~pti. .'Y .J: p.. ~ s.~ .5` , m.. FT" s :::~x _ ft-d'~ rcw$?; + nP } n: 'e. i .k~.' 7+ :•r%~~ r, r JC;M d. t + Z F:a. 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M ~ r !!l fM' ~ Y , rt,•i Y. ,gyp yi,; , ~ , r+. .6+1 a:",~ ; ~ ~ J I i , ~1 M , s~ , 'Py.. ~ v r:. V 4 . ft ZE 1'„ e1 c Y. ~ v. x t ~~,J'~ ~ ~F ~ y ~ .;7.' ..y ~ ! r_ ' Y r a Y - - . ~ ~ ~ Y "f ti,.. Ji. ° rt; ~~rr a w'. _ ~ ' ; ; r ' y,r i... ; s , ,up i , h. ~ e.TM v. ~ „ . i. ,RR t , m , r r. ,ti,a i , y. ~ y ~ 1 ~ . r `k a ,l."" R _ ~ M.- , ~.~t .4 irk. r ~ • ~ , , ~ w ; a , . ~ , k ~ • a x~ ~ ~ y ~ ~ 12.176 ACRE TRACT ~ , VOL.1196, PG.782 (1995) ' ZONE R-1 v y~.. . ~T ~ 1 .LOT 2 LOT 3' LOT 4 LOT 5 LOT 13 . , LCD . , ti ~ ~ ~ ~ 2 N4 51 40 W .413.03 ~ ~ 4 . , 97 2 ~ ~ 297 296 295 293 ,z~ 294 292 o J , r E NCE LINE ~/2'~ , . • ' ~l ~W ~ t. i , w , _ ' ' ~ B , M 291.Sij 15 BIDG. INVE ~ ~ _ H R1 _ W J O Z ~ ~aoc~tfo ~ I ~ ~ 2 sumac ~t 24'X40' i . EXi5f1NG ~ w Y ~ N ~ 3 f00~1i(.'S j ~ . . 24X2X24 ° 2 ~i 0 2 m J ~ ~ - ~ , 8' IAE~1fTE SHENANDOAH o • r - , . , . , . r ~ ~ ~ . 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"e y, s y ~ r 4 e t y r 1/ 1 i . . i. S:' it t ~ ~ ~ Rya ~ x~ k° 'H~~ ~ ~ • t W. ~ 1 M If a; ' .Y' ~ i ..I ~ , ~y 7 ~ q ~ , .a , ~ p k y i fi ~ , ~ Y' q~, ,,,ay ~ • - c. r ^ , 25 v ~ , ~ s M';. ; „91 Q - , . ~ ,a arc PIPE e F ~v , . r , . ~ , ; . ~~r a, ~ . s< r ascN~tad~ atv r „ ' .A' Sl a i ~ a a ii ~ - ~ ~ ~ ~ ~ f5 ` r , fi. ; ~ . - . a W ti:, ~ . w ~ ~r ~ v. k , . I ~y Lr { • , , ♦ ^ ' . ~p~~~ a~ . RIM MNb1r Y••. 'F"~ ~ a x ~ , a a ~ r : ~ .v ~ P ' ~r r r ~ . ~ Lx r ~ ,a; t ry~ , ~ a I . _ . ,.,t , a;.. . ~ ~r " h y, n - .v '`Yh ~ r.:, k .~..F~ :'til , _ r. a 'h ~ - .  ACCORDANCE WITH THE CURRENT CITY BRAZOS COUNTY DEED RECORDS x ; - L t. OF COU EGE STATION STANDARD DETAU iMm c R te , ~p"yy jg4~ t s CI'ICATICII' FOR WATER, ; - J r . .lK q .r , p e' y, AOE'iNr 1MEIE i. ~la~~~`~~;J~1,~pcco~ C n yA w+ a' w w a' r , r 44. :"1.71 ~it ' . . e ' K 1 ' N 4, ~"i6• , ~ ) , A.• ih, r,~. ~ - A r .k fl1. 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Box TO Wheelock, Texas 77882 Tel /Fax: 44499 828-1749 Pager: f409)-226.5081 7 -m 'hi'p r - o-* O ~ I L ex, L,?• i I - 0 tLU LIVING HOPE BAPTIST CHURCH COLLEGE STATION, TEXAS J DA PRING RESOURCES AMSTER PLAN INCORPORATED SCALE.- F'= 60'-0" 1 - N ~ Q - - - t O O 544°q,~'g611~n1 1 A 1 1 I I ~ 'p Tt A cr i I L. i v; N~ To 1 I Lo J" a o s ' d s o p e ~ t ~ ~1 H n C D to W a ~ z 2 ~ G n0 Ft l 14 p3 N N il► tA_ I o- ry-- - - - = 3 - I P~ I ~ I v I ~ L rn ~ I ~ I D I z 9 1J ,A D W J ExtsT►a 6 8" 1dAT~R lrt~ B I i I I i ~ 06 ` a I I r P I m ~oF e-o rnua~ra 0 1 Q 0 Q G~ Q P G~ 1 V A 1 v .Q P O G ~0 e CD LU N LL Q ; to N>. ~/moo ctn. a F O W. ^7 I F ~ o a z lO JP ~P L o I 0 0 Q U x c~ x F-~ E- a Q W bf _ ~ O x H d,,ti ~ „ 3 rHO C.7 S 1 ° \P 2 Sb b~ ~l ~c+ N `V J44 " d1S _ 50J ( : jb .n 4 4Q' X ' J ~ L7 u, - lb _ iHQ _ _ ~h U z 2~ _ rS _ rJ" Z I1 Q _ ^ u 3i" a _ _ J~~J _ ; Q~ f m _ ~ fib _ P s 4 j _ 4* IRRIGATION 'Op pp a JAIW *-DOMESTIC 4" FIRE PROTECTION m ' om Hutt6f*; 97990-7989 t 1-711-923M3545+- Y. a -C3 ` r~ cv d 4C ~ +lt. 0 t i, ~I -ul 'A to W Ire i V I 3` 1 Q J a us Oo N, S r' Cu xri 4. ccl rI ,fa U. 40N tt ~a u, i h% t 16/00 3,:50 e! oil' 4i O v. 4 f S E ~404 E UN ~i Al Pg 002/ r+. 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