Loading...
HomeMy WebLinkAboutDrawingsSet s/8° w/cap irehydrant /'0,--Exisfing Firehyd'rant ' (; HATCH LEGEND: Sawcut and remove existing curb/gutter and pavement. Concrete pavement to be removed. Concrete pavement to be removed and replaced if it is determined to be less than 6 thick B/CS standard concrete pavement Paint Striping to be removed. GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 2. SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND/OR METAL DUMPSTERS SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. 1r" i T ® . N.T.S. Scale 1" = 20' Demolition Plan For Parking dot Improvements - Washington Chapel COMPUANC �ptist Church OF L zooe E�i t.r10 1 .96 Acre Tract "0E"1" I u m e 44, Page 556 Morgan Rector League Abstract No.46 College Station, Brazos County, Texas Scale: 1 " . = 20' June 2007 OWNER & DEVELOPER: Washington Chapel Baptist 1801 Texas Avenue South College Station, Texas 77845 Telephone: (979) 693-5145 APPLICANT: DeAnna Ordonez 1701 Langford College Station, Texas 77840 Telephone: (979) 739-1649 ENGINEER: Larry Berry 1811 Rose Street Bryan, Texas 77802 Telephone: (979) 575-3457 6 f b/ Set 5) w/cap c 1. Deed BE-" 2. This property lies within the 100 -year flood plain, zone AE, where base flood elevations have been determined, according to Federal Emergency Management Agency (FEMA), Flood Insurance Rate Map (FIRM), Community Panel No. 48041 C01 44C; Effective Date: July 2, 1992. 3. Subject Property Zoned WPC. 4. All roof and ground -mounted mechanical equipment 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 the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance.. 5. A 100% coverage of groundcover, decorative paving, decorative rock, or a perennial grass is required in parking lot islands, swales and drainage areas, the parking lot setback, rights-of-way, and adjacent property disturbed during construction. 6. All face of curb radius are 5' unless otherwise noted =GHT OF BLOCK WALL VARIES OT TO EXCEED 4' IN HIEGHT. Where applicable, Use non -angled straight side----, is installed w/ adhesive. Retaining Wall System Block Pi Natural Ground 6" .- Proposed 41,1 (Ma" ) Compacted L2\ 13acktill °poo°Opoo Ii 1 cocoa oo 0 6 p PROPOSED TOP OF 00000 ,a 00 p °°-____ °°o0000 CURB ELEVATION 0 0000000001 °p° , 00 DOWEL #4 BAR INTO EXISTING 000°0°0 00 _Free Draining Crushed 0000°000° Stone or Coarse Gravel 000°000°0° I- 3/8" 3/4" (w/no more 6" REINFORCED CONCRETE than 5% passing SEE DETAIL------\ Ithe No. 200 sieve) 42 NO PEA GRAVEL ilter Fabric ' 6" Thk. Concrete 24" w/#3 Bars © 12" O.C.E.W. RETAINING WALL EXISTING CONTOUR SCALE: NTS PROPOSED TOP OF FORMED GROOVE EDGES ROUNDED CURB ELEVATION TO J" RADIUS OR SAWED DOWEL #4 BAR INTO EXISTING 12 CONCRETE PAVEMENT AT 18" OC ------ AND SECURE WITH EPDXY PROPOSED \ 6" REINFORCED CONCRETE EXISTING TOP OF SEE DETAIL------\ CURB ELEVATION o:- o PROP. CONC­-:>� EXIST. CONC. UNDISTURBED SUBGRADE CONCRETE PAVEMENT CONNECTION SCALE: NTS irehydrant Existing Firehydrant HATCH LEGEND: Parking Analysis: For Church Parking: Required 1 parking space per 3 seating spaces. 26 - 12' pews seating 6 people = 156 Seating Capacity 156 Seating Capacity = 52 Spaces Required Total Parking Spaces Required = 52 Spaces 52 Parking Spaces Provided 51 Standard + 2 Handicap Parking Spaces Provided AP ANALYSIS: LEGEND -�B- PROPOSED CONTOUR -96 EXISTING CONTOUR Tc=97.79 PROPOSED TOP OF 2.1-3.4 CURB ELEVATION Tp=97.29 PROPOSED TOP OF 12 PAVEMENT ELEVATION ------ SAWCUT EXISTING 150 CONCRETE EXPANSION DOWELS EXISTING TOP OF Etc=97.03 CURB ELEVATION 42 EXISTING TOP OF Etp=97,03 PAVEMENT ELEVATION (D POINT NUMBER N=5029.1260 E=6063.7640 DIRECTION OF FLOW 1pe Requirements: of landscaping per 1000 Sq Ft :a are required. Ft of Site Area*(30 points/1000 SgFt Site Area) is Required al Landscaping Requirements: al 300 landscaping points are required for Df road frontage. )) * 300pts 1248 Additional Points Required. iscaping Points Required= 2503 Pts G LANDSCAPING: Canopy Caliper Points Total Tree Quantity Common Name Botanical Name r,< in. ner Tree o -t -+a C? 2 Post Oak Ulmus crassifolia 2.1-3.4 150 300 Total Existing Landscaping Points 300 PROPOSED LANDSCAPING: Canopy Caliper Points Total Tree Quantity Common Name en#ani-I Nnme C:�e 7n n Tree e,.:..+. Ch.. rhe 41 Elaeagnus Elaeagnus ebbingei 5 Gal. 10 410 �' ••„"Z'' .- 12 Drake Elm Uimus crassifolia 2.1-3.4 150 1800 Ch.. rhe Total Proposed Landscaping Points 2210 Total Landscaping Points Provided =2210 + 300 = 2510 SIDEWALK PLACEMENT VARIES NOTE: DOWEL IN AND TIE TO ANY CONCRETE WITH EACH LOCATION & WILL BE STRUCTURE ADJACENT TO SIDEWALK DETERMINED BY THE ENGINEER (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH #3 X 12" BARS @ 12" O.C. OR #4 X 12" BARS 0 18" D.C. TEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 5/8" DIA. X 18", 12" O.C. (COATED W/HEAVY 1/4" R � � 3/4,. GREASE) 4.. - o- I NON -EXTRUDING FILLER 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16 " GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BELONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" SIDEWALK EXPANSION & FROM END OF BAR. CONSTRUCTION JOINT SCALE: NTS 3000 P.S.I. CONCRETE (28 -DAY) (4" Thick Min.) 5' 1 FT. 1.2" ..g NATURAL GROUND 2" SAND #3 BARS ® 12" LEVELING CUSHION O.C. BOTHWAYS Note: Install Expansion Joint at 20' Maximum Longitudinal Spacing Install Control Joint © 4' Longitudinal Spacing TYPICAL SIDEWALK DETAIL SCALE: NTS -MONOLITHIC CURB 6" REINFORCED CONCRETE (28 DAY STRENGTH -4000 PSI) L #3 BARS @ 12" O.C.E.W. or #4 BARS ® 18" O.C.E.W. (MID SLAB) 6" COMPACTED STABILIZED SUBGRADE AS DIRECTED (98% STANDARD ASTM D698 ± 2 % OF OPTIMUM MOISTURE CONTENT). TYPICAL REINFORCED CONCRETE PAVEMENT SCALE: NTS NOTE: EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 24 " 1/4"R CLASS "A" CONC. (28 DAY 41 Elaeagnus Elaeagnus ebbingei 5 Gal. 10 410 Total Proposed Landscaping Points 2210 Total Landscaping Points Provided =2210 + 300 = 2510 SIDEWALK PLACEMENT VARIES NOTE: DOWEL IN AND TIE TO ANY CONCRETE WITH EACH LOCATION & WILL BE STRUCTURE ADJACENT TO SIDEWALK DETERMINED BY THE ENGINEER (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH #3 X 12" BARS @ 12" O.C. OR #4 X 12" BARS 0 18" D.C. TEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 5/8" DIA. X 18", 12" O.C. (COATED W/HEAVY 1/4" R � � 3/4,. GREASE) 4.. - o- I NON -EXTRUDING FILLER 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16 " GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BELONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" SIDEWALK EXPANSION & FROM END OF BAR. CONSTRUCTION JOINT SCALE: NTS 3000 P.S.I. CONCRETE (28 -DAY) (4" Thick Min.) 5' 1 FT. 1.2" ..g NATURAL GROUND 2" SAND #3 BARS ® 12" LEVELING CUSHION O.C. BOTHWAYS Note: Install Expansion Joint at 20' Maximum Longitudinal Spacing Install Control Joint © 4' Longitudinal Spacing TYPICAL SIDEWALK DETAIL SCALE: NTS -MONOLITHIC CURB 6" REINFORCED CONCRETE (28 DAY STRENGTH -4000 PSI) L #3 BARS @ 12" O.C.E.W. or #4 BARS ® 18" O.C.E.W. (MID SLAB) 6" COMPACTED STABILIZED SUBGRADE AS DIRECTED (98% STANDARD ASTM D698 ± 2 % OF OPTIMUM MOISTURE CONTENT). TYPICAL REINFORCED CONCRETE PAVEMENT SCALE: NTS NOTE: EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 24 " 1/4"R CLASS "A" CONC. (28 DAY 1 I 3 ° I "R 1.. 1/4"R 5„ STRENGTH -4000 PSI) #4 BARS- 3/4" N=5170.0471 E=6108.7318 3" - �4' p� yI �° 6 7 „ X 18" SMOOTH N=5151.4384 E=6123.7494 2'° 3" 3» 3 2" EXPANSION DOWELS 4 N=5161.0484 E=6131.0054 42 N=5012.0612 E=6079.3496 TYPICAL COMBINED CURB & GUTTER SECTION USED WITH FORMS SCALE: NTS POINT # CORIDINATES POINT # CORIDINATES 1 N=5158.1736 E=6099.7255 39 N=5003.3130 E=6095.6912 2 N=5170.0471 E=6108.7318 40 N=5012.2804 E=6086.5696 3 N=5151.4384 E=6123.7494 41 N=5015.9443 E=6082.8426 4 N=5161.0484 E=6131.0054 42 N=5012.0612 E=6079.3496 5 N=5152.7782 E=6141.2551 43 N=5029.1260 E=6063.7640 6 N=5149.7303 E=6145.0326 44 N=5033.3723 E=6067.5687 7 N=5157.1315 E=6151.3620 45 N=5036.6107 E=6064.2047 8 N=5160.3917 E=6147.7379 46 N=5047.2429 E=6053.1601 9 N=5169.0560 E=6138.1055 47 N=5091.1892 E=6092.6951 10 N=5189.6167 E=6155.5967 48 N=5077.4414 E=6107.2356 11 N=5180.8108 E=6165.3851 49 N=5120.9203 E=6119.4418 12 N=5177.3729 E=6169.1993 50 N=5108.7773 E=6131.9704 13 N=5181.1840 E=6172.4463 51 N=5107.0311 E=6133.9086 14 N=5184.6904 E=6175.6123 52 N=5109.8103 E=6136.1079 15 N=5190.8486 E=6181.1408 53 N=5122.8140 E=6136.1034 16 N=5160.5126 E=6214.3914 54 N=5130.5605 E=6128.1143 17 N=5146.9108 E=6202.1549 55 N=5141.8285 E=6116.4934 18 N=5143.3546 E=6198.9557 56 N=5140.7717 E=6102.4067 19 N=5140.0012 E=6202.3668 57 N=5125.0978 E=6115.1293 20 N=5129.4183 E=6213.1318 58 N=5058.1231 E=6054.8775 21 N=5096.7560 E=6182.1774 59 N=5101.4368 E=6010.8187 22 N=5107.3633 E=6171.4071 60 N=4993.9212 E=6092.3685 23 N=5110.8292 E=6167.8815 61 N=5089.6988 E=5994.9433 24 N=5102.8026 E=6160.3532 62 N=5146.2055 E=5950.7923 25 N=5099.3283 E=6164.2586 63 N=5282.4043 E=6074.9501 26 N=5088.4527 E=6176.4815 64 N=5147.8092 E=6237.0195 27 N=5054.8292 E=6146.5765 28 N=5063.4729 E=6136.8600 POINT NUMBERS 1-59 ARE TOP OF 29 N=5067.0473 E=6132.8420 PAVEMENT. POINT NUMBERS 60-64 30 N=5062.7526 E=6129.5271 ARE PROPERTY CORNERS. 31 N=5059.2393 E=6126.4017 �•4 32 N=5055.9509 E=6129.8351 �'�E ■OF •rFI' •• •'ysh,'d 33 N=5043.8221 E=6107.9224; 34 N=5043.8221 E=6107.9224 ' :.NNN....N..NN�p....N. 35 N=5039.8134 E=6104.3160 1. A BERRY 36 N=5036.0063 E=6100.9124 ��p : 7rr42't6��� w� O�� 37 N=5032.6529 E=6104.3235 •�IG"rk0�,:••''��� 38 N=5023.3750 E=6113.7610 �SSjO.°.••■��'C� �► NAL �� 7 � ___ a it n ■ N.T.S. Scale 1" = 20' Site Plan For Parking Lot Improvements Washington Chapel Baptist Church .96 Acre Tract Volume 44, Page 556 Morgan Rector League Abstract No.46 College Station, Brazos County, Texas Scale: 1 " = 20 June 2007 Washington Chapell Baptist 1801 Texas Avenue South College Station, Texas 77845 Telephone: (979) 693-5145 APPLICANT: DeAnna Ordonez 1701 Langford College Station, Texas 77840 Telephone: (979) 739-1649 i ENGINEER: Larry Berry 1811 Rose Street Bryan, Texas 77802 Telephone: (979) 575-3457' Creek Flood ay UDI, Richard A, Smith ,1� 1,5922 Acres 00�` (4357/077) q"b`.- Zoned WPC �!v'Od lb 6" Tree Set 5/8" I.R. w/cap 6" Oak City of College Station 1,7.384 Acres (3588/047) .Z-o-ned WPC �-1 5/8" I.R. rr cap ng Firehydrant 6"X6" WIRE MESH FASTENED TO T=POST T -POST (OR STAKES) AS \_ SEDIMENT CONTROL FABRIC FASTENED REQ'D. TO MAINTAIN. T SECURELY TO T -POST & WIRE MESH SPACED 6' APART I \ SILT FENCE AND/OR HAY BALES TO BE USED IN AREAS OF DRAINAGE FLOW. /� 8" OF FILTER FABRIC TO EXTEND INTO A / COMP CTEDTRENCH DBACKFILBE NIHORED WITH NATURAL GROUND -\ DIRECTION OF LOW 4" 4"X4" MIN. TRENCH 4" �- 20" SILT FENCE ASSEMBLY SCALE: NTS 8 0 6 NOTE: CITY OF BRYAN CITY DETAIL •' , 2Q' Q%tio o Q��^ OZA�A Wo oab L� /tee LIMITS OF 10 MIL PLASTIC LINING 10 MIN. \ ,• 5 .e r 10' MIN. `; QLD °` '� __._ � Q \. �,�we ��y � . �•. �� n,� ` sio✓o'ti2�oy� a� / �o¢ ;` �r - x LIMITS OF 10 MIL PLASTIC WASHED STONE REMOVABLE LINING \\\ 2��-- WoW Pen P(aza L 15.0416 Acres`, (4864/278) o STAKE v Set 5/8" I.R /�+ Z Zoned - (TYP•) r ' t IMITS OF 10 MIL ;. ed C 1 PLASTIC LINING w/cap SUMP A LINED WITH SLOPE 5.0% A� 1' O %,``�;.• z_ 10 MIL PLASTIC MIN. pop j. + 1 ' ;l '--Existing Firehydrant - LL !: ,% ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑-,_y`�; ';moi L 4 4 STRAW BALE z rr„ (TYP.) LIMITS OF 10 MIL PLASTIC REMOVABLE LININ LIMITS OF 10 MIL PLASTIC LININ OF r�s1i PLAN Ty s � TYPE "ABOVE GRADE" WITH STRAW BALES *.N»L-A ..»NNFN}.w�.N.i NN.•N.».NNN»N•.NNNN•. CONCRETE WASHOUT AREA '•�: �'? i+�:• yFss ........ �,� SCALE:NTS u /0 lip lr-,% • A if n • N.T.S. Scale 1" = 20' EROSION CONTROL PLAN dor Parking dot Improvements Washington Chapel Baptist Church .96 Acre Tract Volume 44, Page 556 Morgan Rector League Abstract No.46 College Station, Brazos County, Texas Scale: 1" = 20 June 2007 OWNER & DEVELOPER: Washington Chapell Baptist 1801 Texas Avenue South College Station, Texas 77845 Telephone: (979) 693-5145 APPLICANT: DeAnna Ordonez 1701 Langford College Station, Texas 77840 Telephone: (979) 739-1649 ENGINEER: \\ Larry Berry 1811 Rose Street Bryan, Texas 77802 Telephone: (979) 575-3457 Creek Flo_ W N Fnd • 4" LP. Set 5/8" I.R. W/cap 101 Flood_ Way UDI, Richarcl A. Smith ♦ ":D, 1.5928 Acres cb���P (4357/077) �0��3 0 6" Tree/ 18",O O >• 1 -'story Brick Church?s�, Y. r. ♦ A ^O 12" Oak 2 y D } P U6 !` f i g/<1 �C, GENERAL NOTES 1. *Deed Bearing used as Basis of Bearing 2. This property lies within the 100 -year flood plain, zone AE, where base flood elevations have been determined, according to Federal Emergency Management Agency (FEMA), Flood Insurance Rate Map (FIRM), Community Panel No. 48041 C0144C; Effective Date: July 2, 1992. 3. Subject Property Zoned WPC. N S c�0 \�0 7 7�. Set 5/8" I.R. W/cap 9s - Ohl' � 6 5' 0" vnaies 'EXISTING EDGE OF ROAD — 1 3000 P.S.I. CONCRETE 1/41 (28—DAY) (4" Thick Min.) A4. City Of C o < < e g e NATURAL GROUND � 3/8" DIA. BARS Q Station 12" O.C. BOTHWAYS 1.7384 Acres Note: Install Expansion Joint at 20' Maximum Longitudinal Spacing Install Control Joint @ 4' Longitudinal Spacing (3588/047) TYPICAL SIDEWALK DETAIL N.T.S. Site Benchmark: S.S.M.H. Top of Rim Elevation -101.83' MONOLITHIC CURB 6" REINFORCED CONCRETE (28 DAY STRENGTH -4000 PSI) LIMIT OF -�•I 2' #3 BARS ® 12" O.C.E.W. MEASUREMENT or #4 BARS @ 18" O.C.E.W. FOR ROADWAY (MID SLAB) EXCAVATION & STABILIZATION. 6" COMPACTED STABILIZED SUBGRADE AS DIRECTED (98% STANDARD ASTM D698 ± 2 % OF OPTIMUM MOISTURE CONTENT). TYPICAL REINFORCED CONCRETE PAVEMENT Z OC^ LEGEND: Scale 1" = 20' Tl • A T I • Existing curb and gutter to be removed. b i � 1 Proposed concrete pavement in existing grass area. Fn .518" I R I:::::::::::::::::::::::::::::::::::::::::::I Remove existing concrete pavement replace with block sod. rr cap L.._ ......... ._._.:J Existing concrete area to be removed and replaced with new pavement L ---------i Q,�xQ c 29, - Site Plan 0°For4 a LANDSCA ANALYSIS: ParkinLot lmr)rovements g �Z NNN Wolf' Pen P[aza L 15.0416 Acres (4864/878) n, Parking Analysis; For Church Parking: Required 1 parking space per 3 seating spaces. 26 — 12' pews seatingeople = 156 Seating Capacity 156 Seating Capacity = 6 j Spaces Required Total Parking Spaces Required — `;5Spaces 54 Parking Spaces Provided 52 Standard + 2 Handicap Parking Spaces Provided Landscape Requirements: 30 of landscaping Sq Ft of site Washington Post Oak points per1000 area are required. 150 450 * 41 ,817 Sq. Ft. of Site Area (30 points/1000 Sq.Ft. Site Area) = 1255 Pts Required , Baptist C Additional Landscaping Requirements: 5 Gal. 10 An additional 300 landscaping points are required for every 50' of road frontage. Acre Tract (208' / 50) * 300pts — 1248 Additional Points Required. .96 1650 Total Landscaping Points Required= 2503 Pts EXISTING LANDSCAPING: Canopy Caliper Points Total Tree Quantity Common Name Botanical Name -hP in. ner Tree Pninta Total Existing Landscaping Points Provided 450 PROPOSED LANDSCAPING: Canopy Caliper Points Total Tree Quantity Common Name Botanical Name Si7P in. ner Tree Pnint� 3 Post Oak Ulmus crassifolia 2.1-3.4 150 450 Total Existing Landscaping Points Provided 450 PROPOSED LANDSCAPING: Canopy Caliper Points Total Tree Quantity Common Name Botanical Name Si7P in. ner Tree Pnint� Morgan Rector League Abstract No.46 College Station, Brazos County, Texas Scale: 1 " = 20March 2006 OWNER & DEVELOPER: j Washington Chapel Baptist _`LIP 1801 Texas Avenue South 1) -7 College Station, Texas 77845 Telephone: (979) 693-5145 `4 ` 1 CC V Total Proposed Landscaping Points Provided 2090 Total Landscaping Points Provided 44 Elaeagnus Elaeagnus ebbingei 5 Gal. 10 440 Z 1 1Drake Elm Ulmus crassifolia 2.1-3.4 150 1650 Morgan Rector League Abstract No.46 College Station, Brazos County, Texas Scale: 1 " = 20March 2006 OWNER & DEVELOPER: j Washington Chapel Baptist _`LIP 1801 Texas Avenue South 1) -7 College Station, Texas 77845 Telephone: (979) 693-5145 `4 ` 1 CC V Total Proposed Landscaping Points Provided 2090 Total Landscaping Points Provided 44 Elaeagnus Elaeagnus ebbingei 5 Gal. 10 440 Morgan Rector League Abstract No.46 College Station, Brazos County, Texas Scale: 1 " = 20March 2006 OWNER & DEVELOPER: j Washington Chapel Baptist _`LIP 1801 Texas Avenue South 1) -7 College Station, Texas 77845 Telephone: (979) 693-5145 `4 ` 1 CC V Total Proposed Landscaping Points Provided 2090 Total Landscaping Points Provided =2090 + 450 = 2540 Morgan Rector League Abstract No.46 College Station, Brazos County, Texas Scale: 1 " = 20March 2006 OWNER & DEVELOPER: j Washington Chapel Baptist _`LIP 1801 Texas Avenue South 1) -7 College Station, Texas 77845 Telephone: (979) 693-5145 `4 ` 1 CC V