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HomeMy WebLinkAboutDrawingsal SILT INCEE 1 11 ---------- 7R-0- W LINE 520' TO HIGHWAY 6 WEST FRONTAGE.ROAD X SOUTHWEST p P " KWAY ROW VARIES OD 0 ► + ► 1 � � 347 I- - --' -- — — — — — — — — — — -- PROPOSED DRIVEWAY —1 —1 —1 —1 —1 L — —1 —� 1 —1 —1 = =1 —1 —1 —1 —1 —1 L R29. R29.5' 0 REMOVE EXISTING CURB 97.1' VICINITY MAP oel IS> I N PROJECT NOT TO SCALE LOCATION 9i EXISTING PAVEMENT 20 10 2 - 0 I JJ NTS 2. GRADE ALL AREAS ADJACENT TO PRIVATE DRIVEWAY TO ELIMINATE PONDING OF WATER. NOTE: EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. PROFILE SCALE 0 L- 0 Lo I t DO 1 40' HORZ 1 40' HORZ, 1 4' VERT. TXDOT 0 R-O-W 1 4' VERT. 288 288 6" CONCRETE EXISTING 3;: PAVEMENT TH EST SOUTHWEST GROUND DESIGN LLJ PARKWAY EXISTING PAVEMENT 200 GRADE ft- 0 LL- 0 — =0 - 66 - 7� 0 ,3 LOW POINT - LEV = 279.26 Lo 0 LIME 6 " LIME 288 E.2 TR STA = 6+58.38 280 00 6" CONCRETE SUBGRADE 280 '(0 PVI ST 7+05 REMOVE VERIZON Lo 0 oi CURB CABLE U) C) L ij 0 & MATCH (0 64 N A.D. EXISTING > > w D, TREAT PAVEMENT K =: 41.06 272 SUBGRADE 272 0 35 1 0 ------ DESIGN C 04 r- 04 00 00 00 C-4 04 04 0+00 1+00 LTA A Mfilk A GRADING AND PAVEMENT CONSTRUCTION NOTES 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL HAVE A MINIMUM 28-DAY COMRESSIVE STRENGTH OF 3000 PSI WITH A MINIMUM CEMENT CONTENT OF 5 SACKS PER CUBIC YARD. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 20 PERCENT. 2• REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI). 3. THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABLIZED TO A MINIMUM DEPTH OF 6". THE AMOUNT OF LIME TO BE ADDED TO THE SOIL IS APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS AND BRIDGES, ITEM 260, WITH THE ADDITIONAL REQUIREMENT THAT A MIMIMUM OF 60% OF THE SOIL PASS THE NO. 4 SIEVE PRIOR TO COMPACTION, THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT B=AST 98% Or THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT OF 2% BELOW OPTIMUM TO 2% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHAL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "LIME AND SLURRY." PROPOSED GRADE PAVEMENT SECTION 6 ® SELECT MATERIAL (MANUALLY CONSOLIDATE PIPE AT OPTIMUM MOISTURE) @ (SPADE BY LIFTS INTO PLACE, 6" MIN. TO FILL ALL VOIDS AROUND PIPE- PIPE. MANUALLY CONSOUDATE.) THE TRENCH BOTTOM SHALL BE O.D. GRADED SO AS TO PROVIDE UNIFORM 8' MIN./12 MAX. AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES. BEDDING AND BACKEILL FOR STORM SEWER PIPE STRUCTURAL AREAS WIRE FENCING TO PROVIDE SUPPOff TO FABRIC 00 REMOVE. -lj EXISTING SH. 6 - WES RONTAGE ROAD CURB 84' F SILT FENCE ----------------------- - - - --I L ------ J-- - - - - - ---------- PROPOSED FL OUT CULVERT N0.1 =277.1 0 1 - 24!' RCP FL IN=277.38 — 3 - 3 - 3 - 3 - 3-3 — 3 — 3— —3 3-3 3 3-3-3 09 0 R-O-W -zL-m-zI.-m-zL-m-zL -m-zL-m-z V�-zt_m_ z L I IN . E T I T HAY BALES AND SILT FENCE TO BE USED IN AREAS OF CONCENTRATED DRAINAGE FLOWS. - STAKES -1 "x2" 2 PER SALE - SILT FENCE FABRIC - DIRECTION OF FLOW EXISTING GROUND 4` BURY BOTTOM FLAP -12" MIN. DEPTH SILT FENCE W/ HAY BALES NTS WIRE FENCING TO PROVIDE SUPPORT- TO FABRIC STAKES -6' SPACING OR T POST S -10' SPACING SILT FENCE FABRIC DIRECTION OF FLOW EXISTING GROUND 4" BURY BOTTOM FLAP �12" MIN. DEPTH SILT FENCE MATERIALS FOR EMBEDMENT - KEY @ SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH WHICH IS FREE OF ROCKS. LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION. COMPACTION OF THE MATERIAL SHALL BE TO AT LEAST 90Z OF THE MAX. DRY DENSITY AS DETERMINED BY ASTM D-698 AT A MOISTURE CONTENT OF -2 BELOW TO +47. ABOVE THE.OPTIMUM MOISTURE CONTENT OF THE MATERIAL @ GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN SAND WHICH IS FREE OF DETRIMENTAL QUANTTTIES OF CLAY. DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED 13Y STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM' LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 15 MINIMUM PERCENT PASSING 3/4 SIEVE 100 @ CEMENT STABILIZED SAND THE MATERIAL SHALL BE GRANULAR MATERIALS MEETING THE REQUIREMENTS OF MATERIAL "B" ABOVE MIXED WITH PORTLAND CEMENT AND DESIGNED TO PRODUCE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF 50 PSI IN 48 HOURS AND 100 PSI IN 7 DAYS WHEN COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM D558 AND CURED AND TESTED IN ACCORDANCE WITH ASTM D1632 AND ASTM D1633. THE CEMENT-SAND MIXTURE SHALL BE COMPACTED IN 8' LIFTS AT OR NEAR opnmu?h moisruRE CONTENT. FIELD MIXING OF CEMENT STABILIZED SAND IS ACCEPTABLE. NOTE: CONCRETE PIPE, ASTM C-76, CLASS III 2. REFER TO DETAILS ON THIS SHEET FOR EMBEDMENT & BACKFILL DETAILS. NOTE: 20 10 0 20 1. TOPOGRAPHY SHOWN IS FROM SCALE IN FEET FIELD SURVEY DATA. LEGEND - EROSION CONTROL SILT FENCE STORM RUNOFF FLOW DIRECTION NOTE: EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. DRIVEWAY PROFILE SCALE 0 L- 0 Lo I t DO 1 40' HORZ, 0 1 4' VERT. TXDOT C) o 3;: N470 TO TH EST SOUTHWEST R-O-W LLJ PARKWAY EXISTING PAVEMENT 200 00' VC ft- 0 LL- Lij 0 288 LOW POINT - LEV = 279.26 Lo 0 00 00 288 E.2 LOW POINT STA = 6+58.38 00 6" CONCRETE '(0 PVI ST 7+05 04 PAVEMENT 0 Lo 0 oi PVI ELE V 278.31 U) C) L ij 0 6" LIME (0 64 N A.D. = 4.87 > > w D, TREAT K =: 41.06 SUBGRADE 0 0 35 1 0 ------ DESIGN GRADE 280 -1 REMOVE 280 & MATCH EXISTING PAVEMENT CULVERT #1 EXISTING GROUND 247 RCP VERIZON 272 CABLE 12" WATEFLINE 272 N r- d 0) c\I I-- r- 1 00 00 04 L 04 c\I 6+00 7+00 8+00 PROFILE OF PRIVATE DRIVEWAY R29.5' 0 L- 0 Lo I t DO 0 C) o 3;: N470 TO TH EST SOUTHWEST LLJ PARKWAY EXISTING PAVEMENT 0 U) ft- 0 LL- Lij 0 LLi E.2 V) a to 0 Li 04 (D F- < 0 z 0 z r ( C5 < r ------ 0 L- 0 Lo I t DO 0 0 E.2 a to (D THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIE ONLY UNDER THE AUTHORITY OF JOSE H P. SCHULTZ P.E., LICENSE NO. 65889, ON JUNE 2, 2004. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. z < 0 V) IL U) 0 < C) Ld Ld -It L ;j Z Z 0 _j 3: 0 < < u) L 0 fl� Li V) o 0 Li tV (/) .<O UJ 0 - J W UJO .j< Z�o LL 0 0� D CL 3: 0 0 III U) 016 > 06 Z LL a J C) W Q ow W > LU. w C) w a - <m Z - 0 w LL SHEET P , EXI N N I cV i 3 cm EASTMARK DRIVE I---t s ?9 1: ME W_ rz 11 440- S46 / 13 T �~ T W 12 25.0' ~ STING / IR WA / �t 20' P.U. _ _ 33 ti 12 P.U.E. 7 i I i ro T - 5 ACCESS EASEMENT (WIDTH / 1 ,/ l \" ` `eT�ly rz VARIES, 30' TYPICAL / - t 0 T 48 LF OF ` f T tY - 12\` 24' RCP E T 2' WIDE CURB OPENING 16 10 / 40 2' WIDE OPENING CURBicg� / Q , / � I � \-. � i � / •�? // 15' P.U.E. 12 �! t" 1 ZONED C -1 O 1 24 Lu CIO f M l � `�' / i e / 07 I �. �`� / / �/ / � ACCESS EASEMENT OD VARIES. 30' :T KCAL _ -- i "` E 8 D F OR R2 ' ao. -- o r I N j .��.1 � AN PRI V ---------- - - - - -- � I IL � �, `T ` xt ±.s R29,51/ _,- -`` -__ _ R20001 _ --------- _°_____ A D ��•� �` C fy l - - - - - -- - - - -- I i I I in - •`_--- -- _ '-� �- 25.0' I ( 1 ( 25' FRONT ( ( I - - -- - - - - - -- 84,25 -> I I ; I BUILDING I , N/F r - ---- - - - - -- -- - i ; I SETBACK I STEPHEN A. MADISON AND 1 `\ N30 °41'Ogh FOR FUTURE - �y t5• 30 I DIANE KAY 9.�430ACREATRA 'TRUSTEES 10, 11 P.U.E. \ W 8' SEWER LINE �-' -t 28 P. o n ++ / \ 48.6 20 I 1- - N 47 55 51 W - 3 46 - - 45 _ ( VOL. 3783, PG. 113 (2 /29) ZONED C 1 12 ) 1 r t f 1 16 10' P.U.E. i • �. '�•fA i E't�l 1 PIN! r 15 -STORY BUILDING FF= 285.00 93,000 SF y I y iE 1 M • • / 2' 4 j MANAGEMENT CORP., 1203 UNIVERSITY DRIVE EAST, COLLEGE STATION, TX, POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE T ! 77840. LIBERTY SUBDIVISION, BLOCK 1, LOTS 1 & 2. THE PROPERTY IS PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 � TF��� L C 2. THE PROPOSED HOTEL IS APPROX. 62' HIGH ( - - -w -s $ f • I W uE r - - - -- - --I r- - -� - - - - - - - - -B - - - - - - - - - -$ - - -w -8 _ 10 t5 W 24 ' N / COLLEGE STATION 2004 STANDARD SPECIFICATIONS FOR WATER & 9 BUILDING I 10' P.U.E. SOUTHWEST CROSSING, HASE THREE A I SETBACK 24' ,5• P.U.. - I C PROVIDED ON THE GRADING AND DRAINAGE DESIGN PLANS. FOR STREETS & DRAINAGE. • 1 P. U. 1 o co IW PLA 669/655 41 � C � (T 1 l 15 ' 14 - - - --- ------------------------ - - - - -- 3 - -� -- - - - -------- - - - - -- -- - -� M CORD ENGINEERING, INC. I EXISTING . I y I j iZ 1.81 A TRACT PAVEMENT � I i 1 VOL. 4703, PG. 266 I I -6 80m POND EXISTING N 41 I I I r 15 -STORY BUILDING FF= 285.00 93,000 SF y I y iE 1 M • • / 2' 3 1. THE OWNER AND DEVELOPER OF THE PROPERTY IS TEXAS HOTEL 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL j MANAGEMENT CORP., 1203 UNIVERSITY DRIVE EAST, COLLEGE STATION, TX, POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE T I BUILDING 1s , 90 y �l � 11 [1 77840. LIBERTY SUBDIVISION, BLOCK 1, LOTS 1 & 2. THE PROPERTY IS PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 � TF��� 38 2. THE PROPOSED HOTEL IS APPROX. 62' HIGH ( LOT R I i 11 1 I ` (5 S f • I _ a I I vi 5 SI E 10' 15 REAR I BLOCK 7 -R PL OF I N P.U. EI It •••••••••••••••• •• �I -O ; / COLLEGE STATION 2004 STANDARD SPECIFICATIONS FOR WATER & 9 BUILDING I 10' P.U.E. SOUTHWEST CROSSING, HASE THREE A I SETBACK 24' 4. STORM SEWER AND DRAINAGE INFORMATION AND DETAILS WALL BE SEWER AND THE CITY OF COLLEGE S �2® PROVIDED ON THE GRADING AND DRAINAGE DESIGN PLANS. FOR STREETS & DRAINAGE. • eo• � PL T 669/5b r a co SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD 0 41 I ZONED 15 ' 14 - - - --- ------------------------ - - - - -- 3 - -� -- - - - -------- - - - - -- -- - -� ' I I y I 055'32 "W L5 $ 25' 2s I i 6 N47 - 378.77' �' - - - - - - - 3gfl,gq� = = = = - - - g - - - - S - - - I I -6 80m POND - - - - - - --------- - - - - - - - - - - 1 7 6 , JT I- 1 10' P. 1 DO i j , } I I EXISTING UILDING I WINDSOR POI ff APARTMENTS LOT ( - ~^ - D I BLOCK 7� I j LOT 2 SOUTHWEST CROSSING, PHAS j f I WINDSOR POINTE VOL. 2354, PG. 257 f 1 I 669, PG. 655 i. -_ VO . 50 I I r I ONE R -4 I j i I ZONED R -4 2f 0 SCALE IN FE { i ❑ / I I 3 �I - �� -, - - -- -5 -- - MAS M. MADISON SEE SRE 7 WIFE HENRY ETTA Mi ACRE TRA( 2 P.U.E. ( /9.143 VOL. 1005, PG. 6 EXISTING { ZONED-C-1 PAVEMENT 1 / SITE SPECIFIC NOTES GENERAL NOTES: 1. THE OWNER AND DEVELOPER OF THE PROPERTY IS TEXAS HOTEL 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL MANAGEMENT CORP., 1203 UNIVERSITY DRIVE EAST, COLLEGE STATION, TX, POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE T 77840. LIBERTY SUBDIVISION, BLOCK 1, LOTS 1 & 2. THE PROPERTY IS PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 � TF��� 38 2. THE PROPOSED HOTEL IS APPROX. 62' HIGH ( m (5 S f • I _ a f *, ;,,,,,,,,,,,,•,,,,,,,,,, ; *„ I vi JOSEPH P. H It •••••••••••••••• •• �I -O ; / COLLEGE STATION 2004 STANDARD SPECIFICATIONS FOR WATER & 9 �� 4. STORM SEWER AND DRAINAGE INFORMATION AND DETAILS WALL BE SEWER AND THE CITY OF COLLEGE S �2® PROVIDED ON THE GRADING AND DRAINAGE DESIGN PLANS. FOR STREETS & DRAINAGE. • eo• � co SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD 0 41 I I I y I 25' 2s I i I I -6 80m POND �I - �� -, - - -- -5 -- - MAS M. MADISON SEE SRE 7 WIFE HENRY ETTA Mi ACRE TRA( 2 P.U.E. ( /9.143 VOL. 1005, PG. 6 EXISTING { ZONED-C-1 PAVEMENT 1 / SITE SPECIFIC NOTES GENERAL NOTES: 1. THE OWNER AND DEVELOPER OF THE PROPERTY IS TEXAS HOTEL 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL MANAGEMENT CORP., 1203 UNIVERSITY DRIVE EAST, COLLEGE STATION, TX, POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE T 77840. LIBERTY SUBDIVISION, BLOCK 1, LOTS 1 & 2. THE PROPERTY IS PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 � TF��� ZONED C ....... 2. THE PROPOSED HOTEL IS APPROX. 62' HIGH ( I) (5 S f • I _ a f *, ;,,,,,,,,,,,,•,,,,,,,,,, ; *„ 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE UNLESS OTHERWISE NOTED. J JOSEPH P. H DISCHARGED INTO THE EXISTING DRAINAGES..A DETENTION POND IS • •••••••••••••••• •• PROPOSED FOR THIS SITE. 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN - -O ; / COLLEGE STATION 2004 STANDARD SPECIFICATIONS FOR WATER & 9 : s 4. STORM SEWER AND DRAINAGE INFORMATION AND DETAILS WALL BE SEWER AND THE CITY OF COLLEGE S �2® PROVIDED ON THE GRADING AND DRAINAGE DESIGN PLANS. FOR STREETS & DRAINAGE. • eo• � 5. THE DEVELOPED AREA FOR THIS PROJECT IS 2.764 ACRES (120,400 SF). 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD 0 0 5 AS INSTALLED FOR ELECTRIC LINES (INCLUDING STREET LIGHTING), 1. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER OR REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE AND INSTALLED AS PER CITY ORDINANCE 2394. 2. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. #3 BAR . R =3" *X #4 BARS 0 18" O.C. CURB FOR CONCRETE PAVEMENT mmrx SEMpw Iffs * X = 6" IN FIRE LANES AND THE DUMPSTER AREA 5" IN ALL OTHER AREAS L- U W 0 W 0 Z Q W W (n W to O > 0 0 0 > W Ln 0 0 W 0_ <t Q O' d d U W OOD 0 O M O N N [D � 00 00 . 'd 0000 ZQm -NM UTILITY DEMAND WATER DEMAND MINIMUM 0 GPM AVERAGE 50 GPM MAXIMUM (PEAK) 203 GPM 3" DOMESTIC WATER METER SANITARY SEWER DEMAND (0 90% OF WATER DEMAND) AVERAGE 45 GPM /64,800 GPD MAXIMUM (PEAK) 183 GPM 6" SANITARY SEWER LINE PARKING ANALYSIS REQUIRED PARKING . HOLIDAY INN: 115 DWELLING UNIT', 2,490 SF MEETING SPACE 1 SPACE PER DWELLING UNIT 1 SPACE PER 200 SF MEETING ROOM 128 SPACES REQUIRED TOTAL 5 HANDICAP SPACES REQUIRED PROPOSED PARKING - HOLIDAY INN: 128 SPACES PARKING 5 SPACE HANDICAP PARKING 133 SPACES TOTAL ® KEY NOTES 1 EXISTING TELEPHONE LINE 2 EXISTING TELEPHONE MANHOLE 3 EXISTING SIGNAL BOX 4 EXISTING GAS LINE 5 EXISTING OVERHEAD ELECTRICAL LINE 6 EXISTING 8' SANITARY SEWER LINE 7 EXISTING SANITARY SEWER MANHOLE 8 EXISTING WATER VALVE 9 EXISTING 12' WATERLINE 10 EXISTING 8" WATERLINE 11 EXISTING FIRE HYDRANT 12 EXISTING STREET LIGHT POLE 13 EXISTING POWER POLE 14 EXISTING ELECTRIC VAULT 15 EXISTING WATERUNE BLOWOFF 16 EXISTING STORM WATER INLET 17 EXISTING STORM WATER PIPE 20 PROPOSED UNDERGROUND ELECTRIC LINE 21 PROPOSED ELECTRICAL TRANSFORMER 22 PROPOSED 4" WATERLINE 23 PROPOSED 6' WATERLINE 24 PROPOSED 8" WATERLINE 25 PROPOSED 3' WATER METER 26 PROPOSED FIRE HYDRANT 27 PROPOSED WATERLINE BLOWOFF 28 PROPOSED 6' SANITARY SEWER LINE (PRIVATE) 29 PROPOSED B" SANITARY SEWER LINE (PUBLIC) 30 PROPOSED SANITARY SEWER MANHOLE 31 PROPOSED IRRIGATION METER 32 PROPOSED HANDICAP PARKING SIGNS 33 PROPOSED CONCRETE SLOPED END TREATMENT 34 PROPOSED 2 -4' PVC IRRIGATION SLEEVES 35 PROPOSED 6" FIRE SPRINKLER LIN 36 PROPOSED TRASH DUMPSTM WA A-`CESSIB E' GATES 3 37 PROPOSED 8 SCREEN FENCE 38 PROPOSED DETENTION POND OUTLET STRUCTURE 39 PROPOSED 4' SIDEWALK 40 PROPOSED 6' SIDEWALK 41 PROPOSED CONCRETE FLUME 42 PROPOSED DETENTION POND CONCRETE RETAINING WALL 43 PROPOSED 6' WOODEN SCREEN FENCE 44 12" DRAIN PIPE FOR RODF DRAINAGE SYSTEM 45 PROPOSED DETENTION POND BERM VICINITY MAP LEGEND IFH FIRE HYDRANT N WATER VALVE • SEWER LINE CLEANOUT 0 - : - MANHOLE - © WATER METER WHEEL STOP HANDICAP RAMP - - -300- - - EXISTING CONTOUR - MAJOR ------ 98 - - - - -- EXISTING CONTOUR - MINOR - W- UNDERGROUND ELECTRICAL SERVICE ap EXISTING GAS LINE - - - - BUILDING SETBACK LINE ----- - - - - -- PUBLIC UTILITY EASEMENT LINE STORM SEWER LINE -' *- 1" WATER LINE 8" SEWER LINE -^ 6' SEWER LINE •' PROPOSED GAS LINE - _ �• FIRE LANE MARKINGS ............. PROPOSED 8' HIGH SCREEN FENCE �•-^ -• ADA ACCESSIBLE ROUTE IIIIItfi1N111Ni (IINIfNINI7N111NN1 VEHICLE LAY OF HOSE LINE LANDSCAPE SLEEVE -- PROPERTY BOUNDARY LINE RUNOFF FLOW DIRECTION r HANDICAP PARKING SIGN i LINE TABLE LINE LENGTH BEARING L1 28.16' N39'45'29 "E L2 36.89' N51'33'41 "E L3 154.40' S42'08'1 7 "W L4 30.88' S43'31'22 "W L5 17.00' N47'38'01 "W L6 5.00' N47 "W Nom; 6' WOODEN BUFFER FENCE MUST BE INSTALLED IN REQUIRED BUFFER AREA AFTER CLEARING, BUT BEFORE GRADING. F y 61 V ti LIBERTY SUBDIVISION BLOCK 1, LOTS 1 & 2 10.472 ACRES MORGAN RECTOR LEAGUE , A -46 COLLEGE STATION, BRAZOS COUNTY, TEXAS JUNE, 2004 OWNER /DEVELOPER: Texas Hotel Management Corp. 1203 University Drive East College Station, TX 77840 (979) 846 -8700 L0 0 O r U Lj . N C3_ +- X c } 0 07 `- CAI °� � 0 1 0Nrn W � m t (� >D 0 N 0 6 T _ � � A✓ ) F_ 0 t/) J r Z F- z Q Z Z J -� F w 0 z 1 - W _j ocl) - 0 W U J V Q W c J =O WU I, W m J SHEET C 0 W i (,"(_ k ` C- UTILITY DEMAND WATER DEMAND MINIMUM 0 GPM AVERAGE 50 GPM MAXIMUM (PEAK) 203 GPM 3" DOMESTIC WATER METER SANITARY SEWER DEMAND (0 90% OF WATER DEMAND) AVERAGE 45 GPM /64,800 GPD MAXIMUM (PEAK) 183 GPM 6" SANITARY SEWER LINE PARKING ANALYSIS REQUIRED PARKING . HOLIDAY INN: 115 DWELLING UNIT', 2,490 SF MEETING SPACE 1 SPACE PER DWELLING UNIT 1 SPACE PER 200 SF MEETING ROOM 128 SPACES REQUIRED TOTAL 5 HANDICAP SPACES REQUIRED PROPOSED PARKING - HOLIDAY INN: 128 SPACES PARKING 5 SPACE HANDICAP PARKING 133 SPACES TOTAL ® KEY NOTES 1 EXISTING TELEPHONE LINE 2 EXISTING TELEPHONE MANHOLE 3 EXISTING SIGNAL BOX 4 EXISTING GAS LINE 5 EXISTING OVERHEAD ELECTRICAL LINE 6 EXISTING 8' SANITARY SEWER LINE 7 EXISTING SANITARY SEWER MANHOLE 8 EXISTING WATER VALVE 9 EXISTING 12' WATERLINE 10 EXISTING 8" WATERLINE 11 EXISTING FIRE HYDRANT 12 EXISTING STREET LIGHT POLE 13 EXISTING POWER POLE 14 EXISTING ELECTRIC VAULT 15 EXISTING WATERUNE BLOWOFF 16 EXISTING STORM WATER INLET 17 EXISTING STORM WATER PIPE 20 PROPOSED UNDERGROUND ELECTRIC LINE 21 PROPOSED ELECTRICAL TRANSFORMER 22 PROPOSED 4" WATERLINE 23 PROPOSED 6' WATERLINE 24 PROPOSED 8" WATERLINE 25 PROPOSED 3' WATER METER 26 PROPOSED FIRE HYDRANT 27 PROPOSED WATERLINE BLOWOFF 28 PROPOSED 6' SANITARY SEWER LINE (PRIVATE) 29 PROPOSED B" SANITARY SEWER LINE (PUBLIC) 30 PROPOSED SANITARY SEWER MANHOLE 31 PROPOSED IRRIGATION METER 32 PROPOSED HANDICAP PARKING SIGNS 33 PROPOSED CONCRETE SLOPED END TREATMENT 34 PROPOSED 2 -4' PVC IRRIGATION SLEEVES 35 PROPOSED 6" FIRE SPRINKLER LIN 36 PROPOSED TRASH DUMPSTM WA A-`CESSIB E' GATES 3 37 PROPOSED 8 SCREEN FENCE 38 PROPOSED DETENTION POND OUTLET STRUCTURE 39 PROPOSED 4' SIDEWALK 40 PROPOSED 6' SIDEWALK 41 PROPOSED CONCRETE FLUME 42 PROPOSED DETENTION POND CONCRETE RETAINING WALL 43 PROPOSED 6' WOODEN SCREEN FENCE 44 12" DRAIN PIPE FOR RODF DRAINAGE SYSTEM 45 PROPOSED DETENTION POND BERM VICINITY MAP LEGEND IFH FIRE HYDRANT N WATER VALVE • SEWER LINE CLEANOUT 0 - : - MANHOLE - © WATER METER WHEEL STOP HANDICAP RAMP - - -300- - - EXISTING CONTOUR - MAJOR ------ 98 - - - - -- EXISTING CONTOUR - MINOR - W- UNDERGROUND ELECTRICAL SERVICE ap EXISTING GAS LINE - - - - BUILDING SETBACK LINE ----- - - - - -- PUBLIC UTILITY EASEMENT LINE STORM SEWER LINE -' *- 1" WATER LINE 8" SEWER LINE -^ 6' SEWER LINE •' PROPOSED GAS LINE - _ �• FIRE LANE MARKINGS ............. PROPOSED 8' HIGH SCREEN FENCE �•-^ -• ADA ACCESSIBLE ROUTE IIIIItfi1N111Ni (IINIfNINI7N111NN1 VEHICLE LAY OF HOSE LINE LANDSCAPE SLEEVE -- PROPERTY BOUNDARY LINE RUNOFF FLOW DIRECTION r HANDICAP PARKING SIGN i LINE TABLE LINE LENGTH BEARING L1 28.16' N39'45'29 "E L2 36.89' N51'33'41 "E L3 154.40' S42'08'1 7 "W L4 30.88' S43'31'22 "W L5 17.00' N47'38'01 "W L6 5.00' N47 "W Nom; 6' WOODEN BUFFER FENCE MUST BE INSTALLED IN REQUIRED BUFFER AREA AFTER CLEARING, BUT BEFORE GRADING. F y 61 V ti LIBERTY SUBDIVISION BLOCK 1, LOTS 1 & 2 10.472 ACRES MORGAN RECTOR LEAGUE , A -46 COLLEGE STATION, BRAZOS COUNTY, TEXAS JUNE, 2004 OWNER /DEVELOPER: Texas Hotel Management Corp. 1203 University Drive East College Station, TX 77840 (979) 846 -8700 L0 0 O r U Lj . N C3_ +- X c } 0 07 `- CAI °� � 0 1 0Nrn W � m t (� >D 0 N 0 6 T _ � � A✓ ) F_ 0 t/) J r Z F- z Q Z Z J -� F w 0 z 1 - W _j ocl) - 0 W U J V Q W c J =O WU I, W m J SHEET C 0 W i (,"(_ k ` C- i LINE TABLE LINE LENGTH BEARING L1 28.16' N39'45'29 "E L2 36.89' N51'33'41 "E L3 154.40' S42'08'1 7 "W L4 30.88' S43'31'22 "W L5 17.00' N47'38'01 "W L6 5.00' N47 "W Nom; 6' WOODEN BUFFER FENCE MUST BE INSTALLED IN REQUIRED BUFFER AREA AFTER CLEARING, BUT BEFORE GRADING. F y 61 V ti LIBERTY SUBDIVISION BLOCK 1, LOTS 1 & 2 10.472 ACRES MORGAN RECTOR LEAGUE , A -46 COLLEGE STATION, BRAZOS COUNTY, TEXAS JUNE, 2004 OWNER /DEVELOPER: Texas Hotel Management Corp. 1203 University Drive East College Station, TX 77840 (979) 846 -8700 L0 0 O r U Lj . N C3_ +- X c } 0 07 `- CAI °� � 0 1 0Nrn W � m t (� >D 0 N 0 6 T _ � � A✓ ) F_ 0 t/) J r Z F- z Q Z Z J -� F w 0 z 1 - W _j ocl) - 0 W U J V Q W c J =O WU I, W m J SHEET C 0 W i (,"(_ k ` C- Nom; 6' WOODEN BUFFER FENCE MUST BE INSTALLED IN REQUIRED BUFFER AREA AFTER CLEARING, BUT BEFORE GRADING. F y 61 V ti LIBERTY SUBDIVISION BLOCK 1, LOTS 1 & 2 10.472 ACRES MORGAN RECTOR LEAGUE , A -46 COLLEGE STATION, BRAZOS COUNTY, TEXAS JUNE, 2004 OWNER /DEVELOPER: Texas Hotel Management Corp. 1203 University Drive East College Station, TX 77840 (979) 846 -8700 L0 0 O r U Lj . N C3_ +- X c } 0 07 `- CAI °� � 0 1 0Nrn W � m t (� >D 0 N 0 6 T _ � � A✓ ) F_ 0 t/) J r Z F- z Q Z Z J -� F w 0 z 1 - W _j ocl) - 0 W U J V Q W c J =O WU I, W m J SHEET C 0 W i (,"(_ k ` C- N 0 6 T _ � � A✓ ) F_ 0 t/) J r Z F- z Q Z Z J -� F w 0 z 1 - W _j ocl) - 0 W U J V Q W c J =O WU I, W m J SHEET C 0 W i (,"(_ k ` C- SHEET C 0 W i (,"(_ k ` C- Q:�_'� 50 25 n 50 SCALE IN I FE I4 1 ,/I,- L__ U �1 N L" I W -8 ° i II EgS �s - �Yo E R F / 2 _ 'YE . 16 - 2 ` G / `\ mow 13 ` r f` r 12 25.0' \ / r- T w 2 � 20' P.U.E. "" � ` � f j• ` 1 - T T` W 12` -10' P.U.E. ` 3 � f\ {y 2 1 9 / 1k / r / i f � ` T 12 33 r _- f r `Z` C / T _ il l '/ � /'• -�`` �, f1 r i 11 F 3 / ACCESS EASEMENT (WIDTH / VARIES, 30' TYPICAL r / i \ r ` r T` 40 LF OF 1�� �` F r K`12 _ -- / / 3P 24 RCP / ( 20' P.U.E. / 2' WIDE CURB / OPENING / 4 / I is 10 / I 2' WIDE CURB I / / I OPENING L, it 20' P.U.E. 00 o BLOCK 1, LOT 2 / /; e- 15' P.U.E. 1 • I ZONED C -1 � A 12 I W � ! / // 0 T 1 �t / / i 24 o 1 ACCESS EASEMENT (WID / i / / f c 9 '� f VARIES, 30' TYPICAL) / `% 025' I - �- 8" STORM SEWER 8237.5 1 I F. FOR FUTURE ' R200.0 �c'q - 01 D OPEMENT ' j + / ( I N _ - - - - -- T y t- ` -i - - - - -- 8387_5_ R24.s I t or - R29.51 ' - -- � ----- --- ---.__ I W I I 7 -- - 25.0' I I I 25' FRONT _ - -- 8412.5' I I t I BUILDING i I N /F ---------- -- _ SETBACK I STEPHEN A. MADISON D ` 16" CASING a T ; I 3 I DIANE KAY MOMODA- MADIS01 , TRUSTEES 1 ' 10 u.E \ \ \ 4 ' 0 8 ° W ti B. F SEWER LINE ' t 1 26 P . U . E* ° I 9.143 ACRE TRA \ 48,6, 20 t N 47 51 W - 3 ` 46 VOL. 3783, PG. 113 (2 6� /29) + \ ` - ),- - - - - - - - \ UE ZONED C -1 27 I W ' LOT E AND \ 2 I I RELOCATED BY R LAT \ \ \ 1 ' P U E� 6 I co 10, I 20 N P.U.E. _ J 1 I _ 250' - 4 P.U.E. I I 31 2 - -I ~_ - -- r --! R P 11 00 -w- w -8 6 w -8 W -8 -8 w -6 w -8 W _ UER 1 ' F - - - -- --- - -- - - -- ------ - - - - -- _ - - -- - -- (15 1 1`• 0 Lu 24 C -� I I• �\ t� 5' P.U. - 21 N 1 P.U. o I!L PLA 669/655 i 24 I P4 ° M CORD ENGINEERING, INC. EXISTING I y L 14 1.31 ACRE TRACT PAVEMENT � 3 � Z VOL. 4703, PG. 266 N I LOT 1 R i 20 13 L C K 7 -REPL I EXISTING a BUILDING OUTHW S ROSSING, HASE RIFE I ZONED A -P i I x - \ T I 1 �. 1 5 SI E 10 x- 10' P.U.E. i PL T 669/355 I ---- - - - -- - - N47 0 55'32 "W - 378.77' = I LOT 2�. BLOCK 7 � SOUTHWEST CROSSING, PHA`. VO . 669, PG. 655 ONE R -4 15 REAR UI IN I I P.U.E BUILDING A { SETBACK 35 34 I _4 3T T 20 0' I n -- n - 314 - - - -- - - L5 a -s < 1 I I I I i � I i I I I I i I I i I I I I i I I I I I I ❑ i 1 so' 26 ❑ ❑ P </ c . I 4 to 44.W ik 34 I I i \ q 30.0. \ -- 830. 41 I N ❑ ❑ ,+ \ ` 25' PROPOSED 5 -STORY B IU LDNG� � 29 FF= 285.00 � 3,000 SF , $ DEiENRON POND 32 28 I I I 7 ;a- v " ';i": 39 'T is ? �:J Fs 3 ` iieF'��`•:'r �;0;�� .: "i': F: �s`•- .m..r.v. ter :.:.t �r:�:�- L..rv::, I i1 85 HC HC _t taiiP + iss•: ce =_:v: t =:fJ,; 6 19.5' e.o VLH =278' rff I rl I 11 7.5 SIDE I ( th 4' 34 SMAbK I I J 20 P.U.E. L 0.1 27 TI \ 42 ., o o' 27 1 1 1 � 41 , I ;.. •L 2• 34 v i '� I �1• 18 15 14 I J 8 -S o 9 , 9 -5 9 -S -S N /F -- -- -- ?56 & x. - ' - uwos - - -- - -- - MAS M. MADISON 6 SPECI S SHE WIFE H ETTA MA 10' P. E. 9.143 ACRE TRAC EXISTING OUILDING 2 ' P.U.E. VOL. 1005, PG. 6 WINDSOR POI APARTMENTS EXISTING ZONE -1 PAVEMENT / LOT 2 WINDSOR POINTE VOL. 2354, PG. 257 ZONED R -4 SITE SPECIFIC NOTES GENERAL NOTES: 1. THE OWNER AND DEVELOPER OF THE PROPERTY IS TEXAS HOTEL 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL MANAGEMENT CORP., 1203 UNIVERSITY DRIVE EAST, COLLEGE POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE STATION, TX, 77840. UBERTY.SUBDIVISION, BLOCK 1, LOTS 1 & 2. PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 THE PROPERTY IS ZONED C -1, COMMERCIAL HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 2. THE PROPOSED HOTEL IS APPROX. 62' HIGH (5 STORIES) 73,000 1- 800 - DIG -TESS. SF AND FF= 285.00. 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE UNLESS OTHERWISE NOTED. DISCHARGED INTO THE EXISTING DRAINAGES. A DETENTION POND IS PROPOSED FOR THIS SITE. 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN WATER & 4. STORM SEWER AND DRAINAGE INFORMATION AND DETAILS WILL BE SEWER AND THE CITY OF COLLEGE STATION STANDARD PROVIDED ON THE GRADING AND DRAINAGE DESIGN PLANS. FOR STREETS & DRAINAGE 5. THE DEVELOPED AREA FOR THIS PROJECT IS 2.764 ACRES 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM (120,400 SF). SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTIUTY MAP DOCUMENTS 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND /OR ABOVE PRIOR TO C.O. GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO 65889, ON JUNE 2, 2004. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. J WATER VALVE Z SEWER LINE Cl EANOUT O W F- 36.89' zU 7. PUBLIC UTILITY EASEMENTS AND ACCESS EASEMENTS TO BE - Z 'S HANDICAP RAMP o Z IJz EXISTING CONTOUR - MINOR - MM A O CONVEYED BY PLAT. 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN CL < W BUILDING SETBACK LINE Q PUBLIC UTILITY EASEMENT LINE z o STORM SEWER LINE ON THE ELECTRICAL SITE PLAN. .J O O U) (/) J as t V u) 8. THE 6' WOODEN SCREEN FENCE ALONG WINDSOR POINTE -'-'- -'-• -•^ N U a- M � W VEHICLE LAY OF HOSE LINE LANDSCAPE SLEEVE APARTMENTS WILL BE INSTALLED AT THE BEGINNING .OF THE 6. PAVEMENT DEPTHS: 6' CONCRETE PAVEMENT IN FIRE LANES AND o cf)U I DEVELOPMENT OF THE SITE AFTER THE CLEARING OF THE SITE. TRASH DUMPSTER AREA, AND 5" IN ALL OTHER LOCATIONS. F_ F- I.L ORANGE SNOW FENCING WILL BE PLACED A MINIMUM OF 10' FROM Q F- m THE INSTALLED WOODEN FENCE TO INSURE THAT NO EQUIPMENT OR 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE J MATERIALS ARE STORED IN THIS AREA. THE SNOW FENCING WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. m I INSTALLED AS SOON AS POSSIBLE AFTER THE SLAB AND ADJACENT } N PARKING AREA ARE POURED, BUT BEFORE ACTUAL CONSTRUCTION 8. ALL INTERIOR PARKING SPACES WITHOUT A CURB AT THE FRONT OF m p OF THE HOTEL STRUCTURE BEGINS. THE SPACE ARE 9' WIDE BY 20' IN DEPTH. ALL OTHER PARKING z Ld SPACES ARE 9' BY 18.5' WITH 2' OF UNOBSTRUCTED AREA PROVIDED z ELECTRICAL NOTES: FOR VEHICLE OVERHANG. Q Q Cf) Llj 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. 9. THE TYPICAL BACK OF CURB RADIUS IS 4.5' UNLESS NOTED C) Ln 0_ p W p - Li- OTHERWISE. 2. DEVELOPER PROVIDES 30' OF //4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10' CITY INSTALLS 10. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN REMAINDER. 1994 FOR THE CITY OF COLLEGE STATION AND FIELD SURVEY DATA. 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND 11. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE DESIGN. NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY CITY.) 12. SUBJECT PROPERTY IS CURRENTLY ZONED "C -1'. 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF 13. BUILDING SETBACK UNES SHALL BE IN ACCORDANCE WITH THE Z PLAT AND /OR SITE PLAN. EMAIL TO: tmichals@cstx.gov CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. 14. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD I=_ AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.), CL 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR -- COMMUNITY -PANEL 1110.- A8041CO14-4 C. EFFECTIVE DATE JULY, 1992. - fy � - CONSTRUCTION PURPOSES. 0 Lv 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC z L1-i W INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES (INCLUDING o O � STREET LIGHTING). O IRRIGA11OO NOTES: 1. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER OR REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE AND INSTALLED AS PER CITY ORDINANCE 2394. 2. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. UTILITY DEMAND WATER DEMAND MINIMUM 0 GPM AVERAGE 50 GPM MAXIMUM (PEAK) 203 GPM 3" DOMESTIC WATER METER SANITARY SEWER DEMAND (® 90% OF WATER DEMAND) AVERAGE 45 GPM /64,800 GPD MAXIMUM (PEAK) 183 GPM 6" SANITARY SEWER LINE PARKING ANALYSIS REQUIRED PARKING - HOLIDAY INN: 115 DWELLING UNITS 2,490 SF MEETING SPACE 1 SPACE PER DWELLING UNIT 1 SPACE PER 200 SF MEETING ROOM 128 SPACES REQUIRED TOTAL 5 HANDICAP SPACES REQUIRED PROPOSED PARKING -: HOLIDAY INN: 128 SPACES PARKING 5 SPACE HANDICAP PARKING 133 SPACES TOTAL ® KEY NOTES 1 EXISTING TELEPHONE LINE 2 EXISTING TELEPHONE MANHOLE 3 EXISTING SIGNAL BOX 4 EXISTING GAS LINE 5 EXISTING OVERHEAD ELEG RiCAL LINE 6 EXISTING 8' SANITARY SEWER UNE - - - 7 EXISTING SANITARY SEWER MANHOLE 8 EXISTING WATER VALVE 9 EXISTING 12" WATERLINE 10 EXISTING 8" WATERLINE 11 EXISTING FIRE HYDRANT 12 EXISTING STREET LIGHT POLE 13 EXISTING POWER POLE 14 EXISTING ELECTRIC VAULT 15 EXISTING WATERLINE BLOWOFF 16 EXISTING STORM WATER INLET 20 PROPOSED UNDERGROUND ELECTRIC LINE 21 PROPOSED ELECTRICAL TRANSFORMER 22 PROPOSED a WATERLINE 23 PROPOSED 6' WATERLINE 24 PROPOSED 8" WATERLINE 25 PROPOSED 3' WATER METER 26 PROPOSED FIRE HYDRANT 27 PROPOSED WATERLINE BLOWOFF 28 PROPOSED 6" SANITARY SEWER LINE (PRIVATE) 29 PROPOSED 8" SANITARY SEWER LINE ( PUBUC) 30 PROPOSED SANITARY SEWER MANHOLE 31 PROPOSED IRRIGATION METER 32 PROPOSED HANDICAP PARKING SIGNS 33 PROPOSED CONCRETE SLOPED END TREATMENT 34 PROPOSED 2 -4" PVC IRRIGATION SLEEVES 35 PROPOSED 6" FIRE SPRINKLER SYSTEM WATER LINE 36 PROPOSED TRASH DUMPSTER 37 PROPOSED 8' SCREEN FENCE 38 PROPOSED DETENTION POND OUTLET STRUCTURE 39 PROPOSED 4' SIDEWALK 40 PROPOSED 6' SIDEWALK 41 PROPOSED CONCRETE FLUME 42 PROPOSED DETENTION POND RETAINING WALL 43 PROPOSED 6' WOODEN SCREEN FENCE 44 12" DRAIN PIPE FOR ROOF DRAINAGE SYSTEM VICINITY MAP O �P .� PRO NOT TO SCALE LOCATION ,000` SHEET C1.A #3 BAR 7. • R =3" *X # BARS ® 18" O.C. CURB FOR CONCRETE PAVEMENT m u SwnoN NM * X = 6" IN FIRE LANES AND THE DUMPSTER AREA 5" IN ALL OTHER AREAS d' h O 0 N 1 co r r< LEGEND IFH FIRE HYDRANT J WATER VALVE Z SEWER LINE Cl EANOUT O W F- 36.89' zU L3 - <( HANDICAP RAMP o z IJz EXISTING CONTOUR - MINOR - MM A O UNDERGROUND ELECTRICAL SERVICE CL < W BUILDING SETBACK LINE W PUBLIC UTILITY EASEMENT LINE z o STORM SEWER LINE �-- .J O _ (1) 8" SEWER LINE 6" SEWER LINE as t V u) FIRE LANE MARKINGS -'-'- -'-• -•^ 1.1.1 ADA ACCESSIBLE ROUTE M � W VEHICLE LAY OF HOSE LINE LANDSCAPE SLEEVE o cf)U F_ I.L W m J SHEET C1.A #3 BAR 7. • R =3" *X # BARS ® 18" O.C. CURB FOR CONCRETE PAVEMENT m u SwnoN NM * X = 6" IN FIRE LANES AND THE DUMPSTER AREA 5" IN ALL OTHER AREAS d' h O 0 N 1 co r r< LEGEND IFH FIRE HYDRANT a WATER VALVE • SEWER LINE Cl EANOUT O MANHOLE 36.89' WATER METER L3 WHEEL STOP 4sEs HANDICAP RAMP - - 300- - - EXISTING CONTOUR - MAJOR - - - - -- 298 - - - - -- EXISTING CONTOUR - MINOR -m W-- UNDERGROUND ELECTRICAL SERVICE W EXISTING GAS LINE - • • - • • - • • - BUILDING SETBACK LINE ----- - - - - -- PUBLIC UTILITY EASEMENT LINE STORM SEWER LINE -' -'- 1" WATER LINE 8" SEWER LINE 6" SEWER LINE as PROPOSED GAS LINE -- ��•- -- FIRE LANE MARKINGS -'-'- -'-• -•^ PROPOSED 8' HIGH SCREEN FENCE ADA ACCESSIBLE ROUTE nnunnnnumumummmuuu VEHICLE LAY OF HOSE LINE LANDSCAPE SLEEVE U L0 L 't O 00 U � Ln v - -p X O~ O o-' `- U E. o � D I 0 cn (D C) 0 � ci °: -- PROPERTY BOUNDARY LINE N -> RUNOFF FLOW DIRECTION -' HANDICAP PARKING SIGN O� VJ Om LINE TABLE LINE LENGTH BEARING L1 28.16' N39'45'29 "E L2 36.89' N51 °33'41 "E L3 154.40' S42'08'1 7"W L4 30.88' S43 °31'22 "W L5 17.00' N47 °38'01 "W L6 5.00' N47'55'32 "W • S H 6. E EXISli•N )RI EWA i N � N i EASTMARK 3 DRIVE I 2 ` 9 � (j 4 _ W 13 ~ T f� T 12 25 STING � � ` •'� �1 UEWA -- 20' P.U.E 33 T 12 I 1 - ZONED C -1 M / i �/' ! bu O T r` / / i 24 1 VARIES, 30'STYPICA) �' 625' i' l I 8" STORM SEWER R237 i m Csp Row �qR`� -R�jDE \� � hol ti 12 i /' -10' P.U.E. 7 17'_ W 2 1 - 3 ° / l 1 r ` �• E� T W 11�`.2� ACCESS EASEMENT (WIDTH \ W VARIES, 30' TYPICAL ` IZ 48 LF OF ` e�`e r W-1 24 RCP 13 T T 2' WIDE CURB OPENING 10 / 2' WIDE CURB O / 1 / � i � OPENING L Lu 216 P.U.E. 1 PT (ICY 1 T (-)T e) / / i / 15' P.U.E. -, - r r- T Rz00. 829.6] T � 10 I I P.U.E. I 1 1 12 ' 16 i 1 1 i 2 L- - - - - -- FOR- FUTURE- D OPEMENT i 1 i t N - - -- - - - - -- sees_ - - -- - - - - - --- ( i �� I d• •� -' I = I I I I cl) _�__`` -4 25.0' I =� _ _ I i 25' FRONT I ( F 8412.5' II I I BUILDING I t N / - - -- i I SETBACK I STEPHEN A. MADISON TD N3 0° 4, , FOR FUTURE ' T i 1 3 o I DIANE KAY MOMODA MADIS01 TRUSTEES 08 VI/ a° SEWER LINE ``' ' I Zs P.U. 9.143 ACRE TRA ,4867'\ 20 - ' - N 47 °55'51° W 3 X 46' - _ 45 - I VOL. 3783, PG. 113 (2 611/29) . �I_ I \ :UE- ZONED C -1 ► I 2 1 + PU i r CA 10' ( 20 P.U.E. I I 25.0 � I - -------- - - - - - - - - - - - - - - - - - w -8 6 w -a - - - w_a -6 - - - - W-8 w -a - - - -- - -- -- - - - - -- - - - - =- - - -- 15 5' P.U. . 12 P.U. PLA 669/655 J L L� �J PROPOSED 5 -STORY BUILDING \ FF= 285.00 3, 000 SF 11 8.5 HC HC a., M CORD ENGINEERING, INC. i y 2q f� ������� iii�iii�rf „� 1111 ��, 78 �„ rrr EXISTING N G VLH 5 =2 11 3 i ('it 1.81 ACRE TRACT PAVEMENT h 3 4 ' �Z VOL. 4703, PG. 266 N I , ° 1 1 41 I 20 I 0.1 27 1 N I EXISTING = I BUILDING 16 I D.o• 27 LOT R • I I 9.0 y I BLOCK 7 -R PL OF a sl (I P U 15' REAR -� 10' P.U.E. SOUTHWEST CROSSI G, HASE THREE A I BSMACK z 4• PLAT 669/355 36 34 I a ZONED -P 37 ' '� I 20 0' 1 18 15 14 - - -- - - - -_ +-------------------- - - - - -- - - - ------- - - - - 1 3 -� -- S _ N47 °55 5 32"Ww378.77' ---- - - - - -- - - - -� s -s s e s � ---- ------------------ - - - - - - -- - - -- T 17 s 1 10' P. E. I I EXISTING UILDING 00 cr_ I -�`� { WINDSOR P01 APARTMENTS LOT I i 1 BLOCK 7 1 j LOT 2 1 SOUTHWEST CROSSING, PHAS I I WINDSOR POINTE VO . 669, PG 655 I VOL. 2354, PG. 257 1 50 2 50 . I j ONE R -4 I i ZONED R -4 SCALE IN FE F I I I I ❑ I i ice. • I 38 0 I in 44,5' I � i I m f 41 I i I I I I� zs I I S -6 I DErOMW POND 28 I ( 7 41 I rn SE �K I I I 20' P.U.E. TT I 42 41. I 34 co I� 6 - I J a -s -s - -- - -- MAS M. MADISOf - su SEE SITE 7 WIFE HENRY ETTA Mj Spm D 9.143 ACRE TRA( 2 ' P.U.E. VOL. 1005, PG. 6 EXISTING ZON1 PAVEMENT \ o■ SITE SPECIFIC NOTES GENERAL NOTES: LEGEND 1. THE OWNER AND DEVELOPER OF THE PROPERTY IS TEXAS HOTEL 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL MANAGEMENT CORP., 1203 UNIVERSITY e � DRIVE EAST, COLLEGE STATION, TX, POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE 77840. LIBERTY SUBDIVISION, BLOCK 1, LOTS IS PROJECT •aa O ®® 1 & 2. THE PROPERTY AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 ZONED C -1, COMMERCIAL HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE ® -( LC Q " ° ' • ° ° FOR ANY DAMAGE DONE TO EXISTING 'A(�' ° .•• ° ° q 5 FAGUTIES. CALL 2. THE PROPOSED HOTEL IS APPROX. 62' HIGH (5 STORIES), 73,000 SF 1 -800- DIG -TESS. e� B® e AND FF= 285.00. 2. ALL RADII AND DISTANCES ° O. *•� "' " "" ARE MEASURED TO THE BACK OF CURB 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE UNLESS OTHERWISE NOTED. . ................ JOSEPH P. SCHULTZ DISCHARGED INTO THE EXISTING DRAINAGES. A DETENTION POND IS PROPOSED FOR THIS SITE. 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN ••••• " " " "' " "' "" e. �p� : 6 �Q'•9� / COLLEGE STATION 2004 STANDARD SPECIFICATIONS FOR WATER & • 4_ STORM SEWER AND DRAINAGE INFORMATION AND DETAILS WILL BE SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS �` "•. . ' PROVIDED ON THE GRADING AND DRAINAGE DESIGN PLANS. FOR STREETS & DRAINAGE. •'• �, 5 TY NAL m'� 5. THE DEVELOPED AREA FOR THIS PROJECT IS 2.764 ACRES (120,400 SF). 4. ALL U11LITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM -- PROPERTY BOUNDARY LINE SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO �p INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS C.O. OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND /OR ABOVE EXISTING GAS LINE 7. PUBUC UTILITY EASEMENTS AND ACCESS EASEMENTS TO BE CONVEYED GROUND FIELD EVIDENCE SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDI110NS. -� L-• UNDERGROUND ELECTRICAL SERVICE _ 0 t EXISTING OVERHEAD ELECTRICAL LINE w EXISTING GAS LINE - - - - BUILDING -► RUNOFF FLOW DIRECTION c O N BY PLAT. THE FINAL PLAT IS FILED IN VOLUME 6128, PAGE 7 OF THE SETBACK LINE ----- - - - - -- PUBLIC UTILITY EASEMENT LINE EXISTING 8" SANITARY SEWER LINE y_ cn "0 O 0) to 4 HANDICAP PARKING SIGN STORM SEWER LINE -• -'- (� � OFFICIAL RECORDS OF BRAZOS COUNTY. 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN �' 6" SEWER LINE Z O O V PROPOSED GAS LINE ON THE ELECTRICAL SITE PLAN. 8. THE 6' WOODEN SCREEN FENCE ALONG WINDSOR POINTS APARTMENTS v O (n to J -'-'-'-'-'-'-' PROPOSED 8' HIGH SCREEN FENCE WILL BE INSTALLED AT THE BEGINNING OF THE DEVELOPMENT OF THE SITE 6. PAVEMENT DEPTHS: 6" CONCRETE PAVEMENT IN FIRE LANES AND UD 0 � n' AFTER THE CLEARING OF THE SITE ORANGE SNOW FENCING WILL BE T RASH TRASH DUMPS7192 AREA, AND 5" IN ALL OTHER LOCATIONS. Ld A MINIMUM OF 10' FROM THE INSTALLED WOODEN FENCE TO U) INSURE THAT NO EQUIPMENT OR MATERIALS ARE STORED IN THIS AREA. 7• LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE Q } THE SNOW FENCING WILL BE INSTALLED AS SOON AS POSSIBLE AFTER THE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. m SLAB AND ADJACENT PARKING AREA ARE POURED, BUT BEFORE ACTUAL j 1 CONSTRUC11ON OF THE HOTEL STRUCTURE BEGINS. 8. ALL INTERIOR PARKING SPACES WITHOUT A CURB AT THE FRONT OF m O N THE SPACE ARE 9' WIDE BY 20' IN DEPTH. ALL OTHER PARKING 9. SIDEWALKS WILL BE REQUIRED ALONG SOUTHWEST PARKWAY WITH THE SPACES ARE 9' BY 18.5' WITH 2' OF UNOBSTRUCTED AREA PROVIDED W Z W Z - Ld DEVELOPMENT OF LOT 2, BLOCK 1. FOR VEHICLE OVERHANG. J Q �r Q 0 Ld 10. THE DETENTION POND RETAINING WALL WILL BE SCREENED FROM VIEW FROM ANY ADJACENT PROPERTIES OR PUBLIC RIGHT -OF -WAYS OR WILL BE 9 THE TYPICAL BACK OF CURB RADIUS IS 4.5' UNLESS NOTED U w 0_ O (n W 0 - LL_ CONSTRUCTED OF MASONRY STONE TO MATCH THE STONE ON THE FIRST OTHERWISE. FLOOR EXTERIOR FACADE OF THE HOLIDAY INN STRUCTURE 10. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN ELECTRICAL NOTES: 1994 FOR THE CITY OF COLLEGE STATION AND FIELD SURVEY DATA. 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. 11. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE 2. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT DEVELOPER INSTALLS FIRST 10' CITY INSTALLS REMAINDER. PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND 12. SUBJECT PROPERTY IS CURRENTLY ZONED "C -1 ". DESIGN. 13. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE Z 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE Z O (PULL BOXES PROVIDED BY CITY.) O U) F- 14. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD H F- U 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.), d Z =) AND /OR SITE PLAN. EMAIL TO: tmichuIs0cstx.aov COMMUNITY PANEL NO. 48D41CO144 C, EFFECTIVE DATE JULY, 1992. � � W 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. 15. ALL ROOF AND GROUND- MOUNTED MECHANICAL EQUIPMENT SHALL (n (n OU (n BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE 7. FROM ANY z W r-) W OZ DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR PUBLIC RIGHT -OF -WAY OR RESIDENTIAL DISTRICT WITHIN U CONSTRUCTION PURPOSES. 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE Q � GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE O d O AS INSTALLED FOR ELECTRIC UNES (INCLUDING STREET LIGHTING). 1. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER OR REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE AND INSTALLED AS PER CITY ORDINANCE 2394. 2. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. UTILITY .DEMAND WATER DEMAND MINIMUM 0 GPM AVERAGE 50 GPM MAXIMUM (PEAK) 203 GPM 3" DOMESTIC WATER METER SANITARY SEWER DEMAND (® 90% OF WATER DEMAND) AVERAGE 45 GPM /64,800 GPD MAXIMUM (PEAK) 183 GPM 6" SANITARY SEWER LINE PARKING ANALYSIS REQUIRED PARKING HOLIDAY INN: 115 DWEWNG UNITS 2,490 SF MEETING srACE 1 SPACE PER DWEWNG UNIT 1 SPACE PER 200 SF MEETING ROOM 128 SPACES REQUIRED TOTAL 5 HANDICAP SPACES REQUIRED PROPOSED PARKING - HOUDAY INN: 128 SPACES PARKING 5 SPACE HANDICAP PARKING 133 SPACES TOTAL #3 BAR R =3" .` *X # BARS @ 18" O.C. CURB FOR CONCRETE PAVEMENT Tar& SOMM HIS * X = 6" IN FIRE LANES AND THE DUMPSTER AREA 5" IN ALL OTHER AREAS Li p If W W rY � � � W 000 W I I I Q O O 0 1 I 1 O O O zam0 ® LEGEND LENGTH O 1FH FIRE HYDRANT 28.16' WATER VALVE L2 V W nnnunnunnmummmuuum VEHICLE LAY OF HOSE LINE • SEWER LINE CLEANOUT O MANHOLE 154.40' C U) 0 EXISTING TELEPHONE LINE 1 WATER METER LANDSCAPE SLEEVE ..}- „ N 0 17.00' 7 -,W HEE L :Lg7 HANDICAP RAMP -- �-- O N47 °55'32 "W 5 TY EXISTING SIGNAL BOX - - 300- - - EXISTING CONTOUR - MAJOR -- PROPERTY BOUNDARY LINE t c: U N ------ 98 - - - - -- EXISTING CONTOUR - MINOR EXISTING GAS LINE U O 0 ~ -� L-• UNDERGROUND ELECTRICAL SERVICE _ 0 t EXISTING OVERHEAD ELECTRICAL LINE w EXISTING GAS LINE - - - - BUILDING -► RUNOFF FLOW DIRECTION c O N SETBACK LINE ----- - - - - -- PUBLIC UTILITY EASEMENT LINE EXISTING 8" SANITARY SEWER LINE y_ cn "0 O 0) to 4 HANDICAP PARKING SIGN STORM SEWER LINE -• -'- (� � 1" WATER LINE ° 8" SEWER LINE 0) V) O I'- 6" SEWER LINE O O V PROPOSED GAS LINE v � FIRE LANE MARKINGS -'-'-'-'-'-'-' PROPOSED 8' HIGH SCREEN FENCE ® KEY NOTES LENGTH ADA ACCESSIBLE ROUTE L1 28.16' N39 °45'29 "E L2 36.89' nnnunnunnmummmuuum VEHICLE LAY OF HOSE LINE L3 154.40' 1 EXISTING TELEPHONE LINE 30.88' LANDSCAPE SLEEVE L5 17.00' 2 EXISTING TELEPHONE MANHOLE 5.00' N47 °55'32 "W 3 EXISTING SIGNAL BOX -- PROPERTY BOUNDARY LINE N 4 EXISTING GAS LINE 5 EXISTING OVERHEAD ELECTRICAL LINE -► RUNOFF FLOW DIRECTION 6 EXISTING 8" SANITARY SEWER LINE 4 HANDICAP PARKING SIGN 7 EXISTING SANITARY SEWER MANHOLE 8 EXISTING WATER VALVE 9 EXISTING 10 WATERLINE 10 EXISTING 8 WATERLINE 11 EXISTING FIRE HYDRANT 12 EXISTING STREET LIGHT POLE 13 EXISTING POWER POLE 14 EXISTING ELECTRIC VAULT 15 EXISTING WATERLINE BLOWOFF 16 EXISTING STORM WATER INLET 17 EXISTING STORM WATER PIPE 20 PROPOSED UNDERGROUND ELECTRIC UNE 21 PROPOSED ELECTRICAL TRANSFORMER 22 PROPOSED 4" WATERLINE 23 PROPOSED 6° WATERLINE 24 PROPOSED 8" WATERLINE 25 PROPOSED 3" WATER METER 26 PROPOSED FIRE HYDRANT 27 PROPOSED WATERLINE BLOWOFF 28, PROPOSED 6" SANITARY SEWER LINE (PRIVATE) 29 PROPOSED 8" SANITARY SEWER LINE (PUBLIC) LINE TABLE LINE LENGTH BEARING L1 28.16' N39 °45'29 "E L2 36.89' N51 °33'41 "E L3 154.40' S42'08'1 7"W L4 30.88' S43 °31'22 "W L5 17.00' N47'38'01 "W Lp on 5.00' N47 °55'32 "W 30 PROPOSED SANITARY SEWER MANHOLE 31 PROPOSED IRRIGATION METER �k, 32 PROPOSED HANDICAP .PARKING SIGNS A 33 PROPOSED CONCRETE SLOPED END TREATMENT /uj V� 34 PROPOSED 2 -4" PVC IRRIGATION SLEEVES 35 PROPOSED T FIRE SPRINKLER SYSTEM WATER LINE 36 PROPOSED TRASH DUMPS �v t 37 PROPOSED 8' SCREEN FENCE 38 PROPOSED DETENTION POND OUTLET STRUCTURE, 39 PROPOSED 4' SIDEWALK 40 PROPOSED 6' SIDEWALK 41 PROPOSED CONCRETE FLUME 42 PROPOSED DETENTION POND CONCRETE RETAINING H k 1- 43 PROPOSED 6' WOODEN SCREEN FENCE 44 12" DRAIN PIPE FOR ROOF DRAINAGE SYSTEM 'fiJ 45 PROPOSED DETENTION POND BERM VICINITY MAP s� F y 6' " 1 HE1f1EVJlEp FOR - COMPLIANCE ) AUG 6 2004 COLLEGE SiATI DEVELOP%9EMT S LIBERTY SUBDIVISION BLOCK 1, LOTS 1 & 2 O MORGAN RECTOR ACRES L EAGUE , A COLLEGE STATION, BRAZOS COUNTY, TEXAS JUNE, 2004 OWNER /DEVELOPER: Texas Hotel Management Corp. 1203 University Drive East College Station, TX 77840 LIKE (979) 846 -8700 '' W I O r W z cCz z O J - n F_ C) Z W _j O cn �-- O U) w _ > (!) Q W m J DO UU W m J SHEET C0 .9 �30U'83S INM-d0 NOUVIS 3931100 SOOZ 9 1 AON 30NVIIdVVOO HOJ (13M31A38 IN � 7 191 R N , T. C, 4 ti .G� �.et1't= � - t ryl" -;?� �.J � •,s ,£�,�"N`— .� -'`•"_ . �'�,�• -' °' f�.f f".., E : 6 p G+ f+> ":jam' c c� � � .i! 4 .: - �,•�� � � , +a {s'� % ,. a. t ,:- _ c^ -\. .....__.ter'' _ I _r ............. ; J { NT 4 •r (� "a w ,4ti' 1( a; 4 "�tti�'s �K { s a S y i <Y� r a. Fnn . P IANCE 4 V 1 6 2005 GE STATION 111T SEU`CE E , FRC7 0 ITI❑ REAR ELEVATION Fill I A R C H7 302 N. MARKET DALLAS, TEXAS PH: 214.369.502( SEAL: CONSULTAN CIVIL FNGINF_FR ISSL SCHE 0&27 - DESIC PERM CONS REV m TITL 110�% mm J .PROJECT NO: DATE: SHEET NO A3 ■ Integra Service group ARCH I T E C T U RE 302 N. MARKET STREET STUDIO 300 DALLAS, TEXAS 75202 PH: 214.369.5020 FAX: 214.265.9460 EIFS PARAPET CAP • ,, r' .. ',, • .. , . * • EIFS PARAPET CAP f-- REVISIONS: U EL 53' -4" • , • . , • • •. . , , • • . ' ' ' . • ' • • �. • •.• ' Q ' �'' • F- z TOP OF STEEL — — — �.; w Q O J EIFS TRIM _- "'.—__ ---- 0 n o' • . 0 z EIFS TRIM EXTERIOR a o ELEVATIONS h '• ' 0 EIFS PROJECT NO 24100 Q DATE: 05-28 -2004 '' "!�, — ----� SHEET NO: , + w o- ■ EIFS • , , , , I •�•� • • • • • 5 �.. • • . . •• EL 42' - 0" TOP OF SLAB — — — — — — EIFS TRIM „ ti . ; ' ..• . -,, _— EIFS TRIM EIFS SURROUND EIFS SURROUND A EL EV 32' - 8" TOP OF 5LA5 — — — — — — • . t . , • ' 1 , • ' • •, a ' S � •• ' � . •. .. . . ' , � ` • t , . PACKAGED TERMINAL ; , � . , A/C UNIT GRILL , • • y EL EV 23' - : • �. ,• ; ' TOP OF SLAB REVEAL EIFS EIFS REVEAL E LE V 14' - 0 .. • ' , . •,• ; � . , ' ' •�. •, , . � • :,• , , • , TOP OF SLAB EIFS TRIM EIFS TRIM i CULTURED i CULTURED STONE STONE EIFS TRIM ` —EIFS TRIM ELEV 0' -0" TOP OF SLAB RIGHT ELEVATION 1 0 8' -0" 16' -0" 24' -0" • . • • SCALE: 1/8" = V -0" SEAL: CONSULTANTS: CIVIL ENGINEER STRUCTURAL ENGINEER MEP CONTRACTOR ISSUED FOR: SCHEMATIC DESIGN 05-27 -2004 DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS ME442 k 0 0 8' -0" 16' -0" 24' -0" u • • • • SCALE: 1/8" = 1' -0" z W f-- REVISIONS: U z Z Q Z F- z w 0 0 w Q O J 0 u- ISSUED FOR: SCHEMATIC DESIGN 05-27 -2004 DESIGN DEVELOPMENT PERMIT CONSTRUCTION DOCUMENTS ME442 k 0 0 8' -0" 16' -0" 24' -0" u • • • • SCALE: 1/8" = 1' -0" z 0 f-- REVISIONS: U H U) z 0 U w 0 u- 0 z TITLE: EXTERIOR z z ELEVATIONS 0 0 PROJECT NO 24100 Q DATE: 05-28 -2004 z I SHEET NO: J w o- ■ S clS r j 16 2 r 72 a� ' J.i 'c � / f / / / �� � I .�- '.'' `_ `` ` E" ��T �?~``•� � `~� -�._ ��•.��-- '�..,�� `�'�""'^. �� �® "`- `.,�•` EXIS 1 t t 1 ® - - _R/s 1 �A J I 1 13 j e T _ 25.0' STING J / �'w `��,, - _ ., `` - •__ IR VEWA `� -`" "` -_ 20' P.U.E. T' z `- \ �'` n, 12 � �cc++� / x-10' P.U.E. 5 ACCESS EASEMENT (WIDTH / VARIES, 30' TYPICAL,y � � � � � • ` �``� „� 48 LF OF ` \ f T7- 24' RCP � 20' P.U.E. �` I , / 2' WIDE CURB I ,/ / // !! 1- t / ..� � , OPENING / 10 PtiE i i I W vim'• � ---. / I..----- •-- - - -~-. // ,'' ; �`�. } 2' WIDE CURB OPENING I ' Ld ' / ,�- f �' - g LOT 2 , ' 1 , � � �' // 15' P.U.E. I 12 �/ ZONED C -1 ~�. �''' •" // ► C ) f 0 CIO I J co ACCESS EASEMENT ( -� i sz.5 i f VARIES, 30' TYPICAL) `- , / f 18" STORM SEWER / ??, FOR FUTURE 1•- f J 1' P.U.E. � b- ls N 30'41,08,, VV 7 R412,5' 16" CASING FOR FUTURE 8" SEWER LINE 10' P.U.E. - -- i - -_ . 8237.5' N i N c1d t L w► i 25 BUILDING I N /F j I ( , f I SETBACK ) STEPHEN A. MADISONJI -? a T T ' 1 ` i DIANE KAY MOMODA- MADIS TRUSTEES ` 1 I 15' P. 9.143 ACRE TRA + 2D , 2 _, N 47 °55'51" W ^ 346' - I VOL. 3783, PG. 113 (2 6tt /29) FH j P,U.E. s EASTMARK DRIVE { �' - ------- �- - - -- - - -- ------ , � r = "_ = - r �- - - -- `- _- ... -___- --- - --I - ----------- - - - - -- - - -- - 1 � �- -- �'= ' - - - -- 10 15 u E.\ 1 P.U. PLA 669,/655 - •`� �i{ I w- s.5 y- - s.s 9.0 ...- - -� 11 1!7 t,, �+•.jJS�78, 24.0.- - - - - - - - - - 26 JJ1 ............... 23 1 P I 83.5' - 9 5.5 HC HC H R24.5' 20 mm, �t � 1 � 39'. ,: 22:0, I y T 39 r 40 0• .� 830 0 • , CC 25.0' 32 39 � ;i' `, { ❑ ❑ I �, I _ NG PROPOSED 5 -STORY BUILDING f 3 : 40 \FF= 285.00 X3,000 SF � y -wT # gg 1 is I M LOW 50 2 0 SCALE IN 50 19 -.11 6 1 � ZONEfl C -1 f i 38 cn cb I ! ii 41 -41 I N 1. THE OWNER AND DEVELOPER OF THE PROPERTY IS TEXAS 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL HOTEL MANAGEMENT CORP., 1203 UNIVERSITY DRIVE EAST, I COLLEGE STATION, TX, 77840. LIBERTY SUBDIVISION, BLOCK 1, PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 25' (m 3" DOMESTIC WATER METER 29 (� + 73,000 SF AND FF= 285.00. i 45 GPM /64,800 GPD 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE UNLESS OTHERWISE NOTED. S - fi EXISTING GAS LINE MENTION POND 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN ----- - - - - -- / COLLEGE ST ATION 2004 STANDARD SPECIFICATIONS FOR WATER & 4. STORM SEWER AND DRAINAGE INFORMATION AND DETAILS WILL SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS BE PROVIDED ON THE GRADING AND DRAINAGE DESIGN PLANS. FOR STREETS & DRAINAGE. 5. THE DEVELOPED AREA FOR THIS PROJECT IS 2.764 ACRES 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM 41 SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD / i i1 iJJFl tai tl[illilil tli S III /� 11111Jii11 t1, 111177 3'1 It1[Iii 11 III 1 1 - 1 � -""Y+: M CORD ENGINEERING, INC. EXISTING fl f 1 y X3 s� '�'�� VLH =278 r ' � 7. SIDE l M Id i 1.81 ACRE TRACT PAVEMENT �jf i �` 3 '?4' 3 4 Bultdl 1 I Z ' i VOL. 4703, PG. 266 / N i I y F sETBA ! 20 P.U. - . 20 ci u � O 27 , \ l : I I 1 EXISTING y I y ! I BUILDING 1s I 1 I t # .01 E. j 0.0• 27 I 42 LOT R j { BLOCK 7-REP OF 4u E j j P 10_y u' I 15' R A 34 PHASE THREE kE AC c I�. SETBACK 24 ' 10 P.U.Q. SOUTHWEST CROSSI G, i s �' {I PL T 669/355 1 1 1 j 7 T 36 34 I I I 1 /� II ZONED -1P j I I I I f/ 20 - - j 0 I 18.5 a - - -- -------------------------- - - - - - - - - j - - -j- - _ _ ------ --- - -- - �- - -- ------ - - - - -ft L6 N47 °55'32 "W 378.77' / L5 s -s s a --- - 00*4 -- - - s s e -s -s F - - -- i {-- •�- = - -- ----------------------- �•-= - - - - - -- - --�- -� � =- - -- - - "- - rr�c,�NDSCnPE - - -``•T�1�MAS M. HENRY ETTA M, N MADISO!\ 7 WIF a- SoE SRE E • SPECI 10 P. E. j ACRE TRA( `L. EXISTING IJUILDING 2 P.U.E. r' VOL. 1005, PG. 6 DO WINDSOR P01f f APARTMENTS EXISTING ( ZONI 1 BLOCK 7 - - - -- r LOT 2 -�� PAVEMENT I T' LOT' �` I I SOUTHWEST CROSSING, PHAS } I WINDSOR POINTE ✓ / + I VO 669, PG. 655 t J ; ( `��._- �VOL. 2354, PG. 257 J i { I ONE I I I I ZONED R -4 I i El I �m SITE SPECIFIC NOTES GENERAL NOTES: 1. THE OWNER AND DEVELOPER OF THE PROPERTY IS TEXAS 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL HOTEL MANAGEMENT CORP., 1203 UNIVERSITY DRIVE EAST, POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE COLLEGE STATION, TX, 77840. LIBERTY SUBDIVISION, BLOCK 1, PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 LOTS 1 & 2. THE PROPERTY IS ZONED C -1 COMMERCIAL HRS, PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE 3" DOMESTIC WATER METER FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CAL_ 2. THE PROPOSED HOTEL IS APPROX. 62' HIGH (5 STORIES), 1- 800 - DIG -TESS. 73,000 SF AND FF= 285.00. AVERAGE 45 GPM /64,800 GPD 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE UNLESS OTHERWISE NOTED. DISCHARGED INTO THE EXISTING DRAINAGES. A DETENTION POND IS EXISTING GAS LINE PROPOSED FOR THIS SITE. 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN ----- - - - - -- / COLLEGE ST ATION 2004 STANDARD SPECIFICATIONS FOR WATER & 4. STORM SEWER AND DRAINAGE INFORMATION AND DETAILS WILL SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS BE PROVIDED ON THE GRADING AND DRAINAGE DESIGN PLANS. FOR STREETS & DRAINAGE. 5. THE DEVELOPED AREA FOR THIS PROJECT IS 2.764 ACRES 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM (120,400 SF). SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS S. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND /OR ABOVE PRIOR TO C.O. GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 7. PUBLIC UTILITY EASEMENTS AND ACCESS EASEMENTS TO BE VEHICLE LAY OF HOSE LINE CONVEYED BY PLAT. THE FINAL PLAT IS FILED IN VOLUME 6128, 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN PAGE 7 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY. ON THE ELECTRICAL SITE PLAN. 8. THE 6' WOODEN SCREEN FENCE ALONG WINDSOR POINTE 6. PAVEMENT DEPTHS: 6" CONCRETE PAVEMENT IN FIRE LANES AND APARTMENTS WILL BE INSTALLED AT THE BEGINNING OF THE TRASH DUMPSTER AREA, AND 5" IN ALL OTHER LOCATIONS. DEVELOPMENT OF THE SITE AFTER THE CLEARING OF THE SITE. ORANGE SNOW FENCING WILL BE PLACED A MINIMUM OF 10' FROM 7, LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE THE INSTALLED WOODEN FENCE TO INSURE THAT NO EQUIPMENT PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. OR MATERIALS ARE STORED IN THIS AREA. THE SNOW FENCING WILL BE INSTALLED AS SOON AS POSSIBLE AFTER THE SLAB AND 8. ALL INTERIOR PARKING SPACES WITHOUT A CURB AT THE FRONT OF ADJACENT PARKING AREA ARE POURED, BUT BEFORE ACTUAL THE SPACE ARE 9' WIDE BY 20' IN DEPTH. ALL OTHER PARKING CONSTRUCTION OF THE HOTEL STRUCTURE BEGINS. SPACES ARE 9' BY 18.5' WITH 2' OF UNOBSTRUCTED AREA PROVIDED 9. SIDEWALKS WILL BE REQUIRED ALONG SOUTHWEST PARKWAY FOR VEHICLE OVERHANG. WITH THE DEVELOPMENT OF LOT 2, BLOCK 1. 9. THE TYPICAL BACK OF CURB RADIUS IS 4.5' UNLESS NOTED ELECTRICAL NOTES: OTHERWISE. 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. 10. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION AND FIELD SURVEY DATA. 2. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10' CITY INSTALLS 11. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE REMAINDER. NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION; CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. 12. SUBJECT PROPERTY IS CURRENTLY ZONED "C -1 '. 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND 13. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE DESIGN. (PULL BOXES PROVIDED BY CITY.) CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF 14. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD PLAT AND /OR SITE PLAN. EMAIL TO: tmichalsOostxgov AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.), COMMUNITY PANEL NO. 48041CO144 C. EFFECTIVE DATE JULY, 1992. 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. 15. ALL ROOF AND GROUND - MOUNTED MECHANICAL EQUIPMENT SHALL 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE CONSTRUCTION PURPOSES. FROM ANY PUBLIC RIGHT -OF -WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE B. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES (INCLUDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. STREET LIGHTING). 1. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER OR REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE AND INSTALLED AS PER CITY ORDINANCE 2394. #3 BAR R =3" *X # BARS @ 18" O.C. CURB FOR CONCRETE PAVEMENT wS * X = 6" IN FIRE LANES AND THE DUMPSTER AREA 5" IN ALL OTHER AREAS 2. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. UTILITY DEMAND WATER DEMAND WATER VALVE MINIMUM 0 GPM AVERAGE 50 GPM MAXIMUM (PEAK) 203 GPM 3" DOMESTIC WATER METER SANITARY SEWER DEMAND S42 °08' "W (@ 90% OF WATER DEMAND) AVERAGE 45 GPM /64,800 GPD MAXIMUM (PEAK) 183 GPM 6" SANITARY SEWER UNE PARKING ANALYSIS REQUIRED PARKING _- HOLIDAY . INN;_ 115 DWELLING UNITS 2,490 SF MEETING SPACE 1 SPACE PER DWELLING UNIT 1 SPACE PER 200 SF MEETING ROOM 128 SPACES REQUIRED TOTAL 5 HANDICAP SPACES REQUIRED PROPOSED PARKING - HOLIDAY INN: 128 SPACES PARKING 5 SPAC HANDIC PARKING 133 SPACES TOTAL KEY NOTES 1 EXISTING TELEPHONE LINE 2 EXISTING TELEPHONE MANHOLE 3 EXISTING SIGNAL BOX 4 EXISTING GAS LINE 5 EXISTING OVERHEAD ELECTRICAL LINE 6 EXISTING 8" SANITARY SEWER LINE 7 EXISTING SANITARY SEWER MANHOLE 8 EXISTING WATER VALVE 9 EXISTING 12" WATERLINE 10 EXISTING 8" WATERLINE 11 EXISTING FIRE HYDRANT 12 EXISTING STREET LIGHT POLE 13 EXISTING POWER POLE 14 EXISTING ELECTRIC VAULT 15 EXISTING WATERLINE BLOWOFF 16 EXISTING STORM WATER INLET 17 EXISTING STORM WATER PIPE 20 PROPOSED UNDERGROUND ELECTRIC LINE 21 PROPOSED ELECTRICAL TRANSFORMER 22 PROPOSED 4" WATERLINE 23 PROPOSED 6" WATERLINE 24 PROPOSED B" WATERLINE 25 PROPOSED 3" WATER METER 26 PROPOSED FIRE HYDRANT 27 PROPOSED WATERLINE BLOWOFF 28 PROPOSED 6° SANITARY SEWER LINE (PRIVATE) 29 PROPOSED 8" SANITARY SEWER LINE (PUBLIC) 30 PROPOSED SANITARY SEWER MANHOLE 31 PROPOSED IRRIGATION METER 32 PROPOSED HANDICAP PARKING SIGNS 33 PROPOSED CONCRETE SLOPED END TREATMENT 34 PROPOSED 2 -4" PVC IRRIGATION SLEEVES 35 PROPOSED 6" FIRE SPRINKLER SYSTEM WATER LINE 36 PROPOSED TRASH DUMPSTER 37 PROPOSED 8' SCREEN FENCE 38 PROPOSED DETENTION POND OUTLET STRUCTURE 39 PROPOSED 4' SIDEWALK 40 PROPOSED 6' SIDEWALK 41 PROPOSED CONCRETE FLUME 42 PROPOSED DETENTION POND CONCRETE RETAINING WALL 43 PROPOSED 6' WOODEN SCREEN FENCE 44 12" DRAIN PIPE FOR ROOF DRAINAGE SYSTEM 45 PROPOSED DETENTION POND BERM VICINITY MAP LEGEND VH FIRE HYDRANT m WATER VALVE ° SEWER LINE CLEANOUT - 0" _ _ MANHOLE ® WATER METER L3 WHEEL STOP S42 °08' "W HANDICAP RAMP - - -300- - - EXISTING CONTOUR - MAJOR - --- -- 298 - - - -- EXISTING CONTOUR - MINOR -�1 , S- UNDERGROUND ELECTRICAL SERVICE 5.00' EXISTING GAS LINE - - - - BUILDING SETBACK LINE ----- - - - - -- PUBLIC UTILITY EASEMENT LINE STORM SEWER LINE -• '-- 1" WATER LINE -^ 8" SEWER LINE g 6" SEWER LINE PROPOSED GAS LINE FIRE LANE MARKINGS - -'-'-'- - ^ PROPOSED 8' HIGH SCREEN FENCE ADA ACCESSIBLE ROUTE nnaunnnunnlmu,uuu Halo VEHICLE LAY OF HOSE LINE LANDSCAPE SLEEVE - - PROPERTY BOUNDARY LINE -� RUNOFF FLOW DIRECTION 4 HANDICAP PARKING SIGN LINE TABLE LINE LENGTH BEARING L1 28.16' N39 °45'29 "E L2 36.89' N51 °33'41 "E L3 154.40' S42 °08' "W L4 30.88' S43 °31'22 "W L5 17.00' N47 °38'01 "W L6 5.00' N47 °55'32 "W s� i F 9 N �� o F �OJ� �•O`,O s o ' L F �P .PROJECT NOT TO SCALE LOCATION LIBERTY SUBDIVISION BLOCK 1, LOT'S 1 & 2 10.472 ACRES MORGAN RECTOR LEAGUE , A -46 COLLEGE STATION, BRAZOS COUNTY, TEXAS JUNE, 2004 OWNER /DEVELOPER: Texas Hotel Management Corp. 1203 University Drive East College Station, TX 77840 (979) 846 -8700 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JULY 13, 2004. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. � z G1 ( n U) J f7) -5 � W <C l M W L1j Z z W UAW -= Z _O ~ Z O zouj 0 0 0:� ry Li p O r � a. U' O co 9], to y - r- x - 0 }- O 7 5 o:� s = V- U� E 0� _c a I d N 0 r s Y r � CU M O T S O01 0i�, ) - C.) u i F 9 N �� o F �OJ� �•O`,O s o ' L F �P .PROJECT NOT TO SCALE LOCATION LIBERTY SUBDIVISION BLOCK 1, LOT'S 1 & 2 10.472 ACRES MORGAN RECTOR LEAGUE , A -46 COLLEGE STATION, BRAZOS COUNTY, TEXAS JUNE, 2004 OWNER /DEVELOPER: Texas Hotel Management Corp. 1203 University Drive East College Station, TX 77840 (979) 846 -8700 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JULY 13, 2004. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. � z G1 ( n U) J f7) -5 � W <C l M W L1j Z z W UAW -= Z _O ~ Z O zouj 0 0 0:� ry Li p O r � a. U' O co U � Li! - r- x - 0 }- O 7 5 o:� s = V- U� E 0� _c a I d N 0 r s Y r � CU M O T S O01 0i�, ) - C.) u SHEET 1 O ro N N N <so RoE�RU1jD � R F � EA 'AY IV r E \ \ \ •'mss W.- 12 "\ y 13 ~ c T \ T 12 25.0' \ 20' P.U.E. ` \ ,� � £ r � N ' % 3 -' 40' P.U.E. \ ` ! ! ' ? 33 r w .2 12 f 1 9 .� � � r T / ' 1 r 1 T F' 3 ACCESS EASEMENT (WIDTH p ! / VARIES, 30' TYPICAL l i ! r ` T T`I 40 LF OF W -12 24" RCP 20' P.U.E. 2' WIDE CURB OPENING / / / / 14 .� I 16 ' 10 .. Fes{ i 2' WIDE CURB z� W / i �, "�, / OPENING 20' P.U.E. I coo 4v 15' P.U.E. o BLOCK 1, LOT 2 Qf I ZONED C -1 12 cv) I CIO M \ % �" I 1 ' EASEMENT o0 ACCESS / VARIES. 30' TYPICAL) -4 8" STORM FOR FUTURE 7 I ! R23 F _ R200.o D OPEMENT J 1 I I N M - -------- I N F J / <- R29.51 - -� 25.0' 11 - - -- = I i ( 25' FRONT I - _____ _ _ _____ R412.5'- -- --' -I I - - I 1 I BUILDING I N /F _ ____ __ 1 - SETBACK I STEPHEN A. MADISON AIID \` \\ t i m I I DIANE KAY MOMODA- MADIS01 TRUSTEES N 30- 16" CASING R a T i I 15' 30 X81, FOR FUTURE w i P.U.E. 9.143 ACRE TRA 1 ' ? U.E. \� \ `-' \ \ W` 748 6', 8" SEWER UNE 20 \ I 26 - N 47 °55'51" W - 3 N 46' I VOL. 3783, PG. 113 (2 6� /29) I- -- -- I UE - I ( ZONED C -1 27)f- LOT E AND EASEMENT 0 BE j RELOCATED BY REPLAT I 1 P.U.E. I N_ 1 PRO " M CORD ENGINEERING, INC. 11 t i� 1.81 ACRE TRACT Iz VOL. 4703, PG. 266 i I EXISTING S OUTH BUILDING j `-10' P.U.E. I PLAT 669/355 I i L6� �-- ----- - - - - -- N47 °55'32 "W = 378.77' _-- N I I 3 LOT i BLOCK 7�� I SOUTHWEST CROSSING, PHAS I VO . 669, P 655 I ONE R -4 50 211 0 50 SCALE IN FE EXISTING PAVEMENT LOT 1 R 7 -REPL BOSSING, H ONED A -P Do I` to N y ... s 25.0' I -9 8.5 14 1 - -� 11 /1Il I111'1�a278• _� -- 24.0. - - -- -- - - - - 26 rrrrlrrrriurrulrrrrrrulrr 8.5 KZ4 HC HC H R3.5• r: _ _ .. R24 - � e %il'fi..'�,•��a ��"•�13P:�4 ,+••.• ;.:?ia�:�i�:�+,%, n,.'� �,,1':e•:. ".l:u`�31° `0� y�" 39 , �=i 22.0' 39 32 cRa 39 22 25 r C PROPOSED 5 -STORY BUILD�fiVG� 40 FF= 285.00 �- \ SF , i r R 11 .tea ■ ■■l .■M■i ` ' i I► � hI "'" �) I i r l I I I I i l i l l l l I� 4. 5 SIIIE I I 10' 15' REAR tt UI IN P.U. BUILDING A ( SETBACK 24' 36 34 3T T I + ? 0 ' I - 43 1 4 . 15 s -� a -s D L5 e - - - - - - - - Ir 56� � - 34OX4� - - i ( 10' P. E. i EXISTING OUILDING I WINDSOR POit Yf APARTMENTS I I LOT 2 I I WINDSOR POINTE I I VOL. 2354, PG. 257 i I ( Aj) I I I I ZONED R -4 I i ❑ I GENERAL NOTES: 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL MANAGEMENT CORP., 1203 UNIVERSITY DRIVE EAST, COLLEGE STATION, TX, 77840. LIBERTY.SUBDIVISION, BLOCK 1, LOTS 1 & 2. POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 THE PROPERTY IS ZONED C -1, COMMERCIAL HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE a P.U.E. \ 1 N I- - - - - - - - - - - - - - - - - - - - - - - - - f�47°54'02"-W-- -384:85'---- ----.� - DISCHARGED INTO THE EXISTING DRAINAGES. A DETENTION POND IS 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN 11 '�- OD -- - - - -- i- -- - - - - -- --- - - - - -- - - -- - __ - -- LKj 5. THE DEVELOPED AREA FOR THIS PROJECT IS 2.764 ACRES w _ W-8 8 W� W -8 -B W -8 - - - -- W -8 _ - -- ' 41 OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND /OR ABOVE --------- - "0 15 Uj AS -BUILT CONDITIONS. � ' 25' (m IN 1 ON THE ELECTRICAL SITE PLAN. �\ O 5' P.U. . I 6. PAVEMENT DEPTHS: 6" CONCRETE PAVEMENT IN FIRE LANES AND 1 P.U. I 0 DEFMON POND 4 ,� �w PLA 669/655 MATERIALS ARE STORED IN THIS AREA. THE SNOW FENCING WILL BE 4 I " M CORD ENGINEERING, INC. 11 t i� 1.81 ACRE TRACT Iz VOL. 4703, PG. 266 i I EXISTING S OUTH BUILDING j `-10' P.U.E. I PLAT 669/355 I i L6� �-- ----- - - - - -- N47 °55'32 "W = 378.77' _-- N I I 3 LOT i BLOCK 7�� I SOUTHWEST CROSSING, PHAS I VO . 669, P 655 I ONE R -4 50 211 0 50 SCALE IN FE EXISTING PAVEMENT LOT 1 R 7 -REPL BOSSING, H ONED A -P Do I` to N y ... s 25.0' I -9 8.5 14 1 - -� 11 /1Il I111'1�a278• _� -- 24.0. - - -- -- - - - - 26 rrrrlrrrriurrulrrrrrrulrr 8.5 KZ4 HC HC H R3.5• r: _ _ .. R24 - � e %il'fi..'�,•��a ��"•�13P:�4 ,+••.• ;.:?ia�:�i�:�+,%, n,.'� �,,1':e•:. ".l:u`�31° `0� y�" 39 , �=i 22.0' 39 32 cRa 39 22 25 r C PROPOSED 5 -STORY BUILD�fiVG� 40 FF= 285.00 �- \ SF , i r R 11 .tea ■ ■■l .■M■i ` ' i I► � hI "'" �) I i r l I I I I i l i l l l l I� 4. 5 SIIIE I I 10' 15' REAR tt UI IN P.U. BUILDING A ( SETBACK 24' 36 34 3T T I + ? 0 ' I - 43 1 4 . 15 s -� a -s D L5 e - - - - - - - - Ir 56� � - 34OX4� - - i ( 10' P. E. i EXISTING OUILDING I WINDSOR POit Yf APARTMENTS I I LOT 2 I I WINDSOR POINTE I I VOL. 2354, PG. 257 i I ( Aj) I I I I ZONED R -4 I i ❑ I 6 19.5' 41 I vn I 34 BUI SIDE i:: ' c co SETBA�K 1 I 20' P.U.E. 42 41 34 I ( 6 I I I� J ------- - - - -,- u i . �NO - - -- - MAS M. MADISOI L. DD SEE SHE 7 WIFE HENRY ETTA M SPEW 0 o 9.143 ACRE TRA 2 ' P.U.E. VOL. 1005, PG. E EXISTING ! ZON�13-(�1 PAVEMENT ` SITE SPECIFIC NOTES 1. THE OWNER AND DEVELOPER OF THE PROPERTY IS TEXAS HOTEL GENERAL NOTES: 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL MANAGEMENT CORP., 1203 UNIVERSITY DRIVE EAST, COLLEGE STATION, TX, 77840. LIBERTY.SUBDIVISION, BLOCK 1, LOTS 1 & 2. POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 THE PROPERTY IS ZONED C -1, COMMERCIAL HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE a FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 44 N SF AND FF= 285.00. 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE UNLESS OTHERWISE NOTED. DISCHARGED INTO THE EXISTING DRAINAGES. A DETENTION POND IS 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN 5' I I - 34 I 5. THE DEVELOPED AREA FOR THIS PROJECT IS 2.764 ACRES 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM (120,400 SF). o� I ' 41 OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND /OR ABOVE PRIOR TO C.O. GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 7. PUBLIC UTILITY EASEMENTS AND ACCESS EASEMENTS TO BE ' 25' (m 0 Q i ON THE ELECTRICAL SITE PLAN. 29 \ I N APARTMENTS WILL BE INSTALLED AT THE BEGINNING .OF THE 6. PAVEMENT DEPTHS: 6" CONCRETE PAVEMENT IN FIRE LANES AND DEVELOPMENT OF THE SITE AFTER THE CLEARING OF THE SITE. I ORANGE SNOW FENCING WILL BE PLACED A MINIMUM OF 10' FROM DEFMON POND S 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE MATERIALS ARE STORED IN THIS AREA. THE SNOW FENCING WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. INSTALLED AS SOON AS POSSIBLE AFTER THE SLAB AND ADJACENT PARKING AREA ARE POURED, BUT BEFORE ACTUAL CONSTRUCTION 7 28 ( I FIRE LANE MARKINGS SPACES ARE 9' BY 18.5' WITH 2' OF UNOBSTRUCTED AREA PROVIDED 6 19.5' 41 I vn I 34 BUI SIDE i:: ' c co SETBA�K 1 I 20' P.U.E. 42 41 34 I ( 6 I I I� J ------- - - - -,- u i . �NO - - -- - MAS M. MADISOI L. DD SEE SHE 7 WIFE HENRY ETTA M SPEW 0 o 9.143 ACRE TRA 2 ' P.U.E. VOL. 1005, PG. E EXISTING ! ZON�13-(�1 PAVEMENT ` SITE SPECIFIC NOTES 1. THE OWNER AND DEVELOPER OF THE PROPERTY IS TEXAS HOTEL GENERAL NOTES: 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL MANAGEMENT CORP., 1203 UNIVERSITY DRIVE EAST, COLLEGE STATION, TX, 77840. LIBERTY.SUBDIVISION, BLOCK 1, LOTS 1 & 2. POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 THE PROPERTY IS ZONED C -1, COMMERCIAL HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE a FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 2. THE PROPOSED HOTEL IS APPROX. 62' HIGH (5 STORIES), 73,000 1- 800 - DIG -TESS. SF AND FF= 285.00. 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE UNLESS OTHERWISE NOTED. DISCHARGED INTO THE EXISTING DRAINAGES. A DETENTION POND IS 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN PROPOSED FOR THIS SITE. / COLLEGE STATION 2004 STANDARD SPECIFICATIONS FOR WATER & 4. STORM SEWER AND DRAINAGE INFORMATION AND DETAILS WILL BE SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS PROVIDED ON THE GRADING AND DRAINAGE DESIGN PLANS. FOR STREETS & DRAINAGE. 5. THE DEVELOPED AREA FOR THIS PROJECT IS 2.764 ACRES 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM (120,400 SF). SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND /OR ABOVE PRIOR TO C.O. GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 7. PUBLIC UTILITY EASEMENTS AND ACCESS EASEMENTS TO BE CONVEYED BY PLAT. 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN 0 Q i ON THE ELECTRICAL SITE PLAN. 8. THE 6' WOODEN SCREEN FENCE ALONG WINDSOR POINTE APARTMENTS WILL BE INSTALLED AT THE BEGINNING .OF THE 6. PAVEMENT DEPTHS: 6" CONCRETE PAVEMENT IN FIRE LANES AND DEVELOPMENT OF THE SITE AFTER THE CLEARING OF THE SITE. TRASH DUMPSTER AREA, AND 5" IN ALL OTHER LOCATIONS. ORANGE SNOW FENCING WILL BE PLACED A MINIMUM OF 10' FROM THE INSTALLED WOODEN FENCE TO INSURE THAT NO EQUIPMENT OR 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE MATERIALS ARE STORED IN THIS AREA. THE SNOW FENCING WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. INSTALLED AS SOON AS POSSIBLE AFTER THE SLAB AND ADJACENT PARKING AREA ARE POURED, BUT BEFORE ACTUAL CONSTRUCTION 8. ALL INTERIOR PARKING SPACES WITHOUT A CURB AT THE FRONT OF OF THE HOTEL STRUCTURE BEGINS. THE SPACE ARE 9' WIDE BY 20' IN DEPTH. ALL OTHER PARKING FIRE LANE MARKINGS SPACES ARE 9' BY 18.5' WITH 2' OF UNOBSTRUCTED AREA PROVIDED ELECTRICAL NOTES: FOR VEHICLE OVERHANG. 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. 9. THE TYPICAL BACK OF CURB RADIUS IS 4.5' UNLESS NOTED ADA ACCESSIBLE ROUTE OTHERWISE. 2 DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER INSTALLS FIRST 10' CITY INSTALLS 10. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN REMAINDER. 1994 FOR THE CITY OF COLLEGE STATION AND FIELD SURVEY DATA. 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND 11. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT DESIGN. PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES PROVIDED BY CITY.) 12 SUBJECT PROPERTY IS CURRENTLY ZONED "C -1 ". 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF 13. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE PLAT AND /OR SITE PLAN. EMAIL TO: tmlchals®cstx.aov HANDICAP PARKING SIGN 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. 14. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.), 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR COMMUNITY PANEL NO. 48041CO144 C. EFFECTIVE DATE JULY, 1992. CONSTRUCTION PURPOSES. 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES (INCLUDING STREET LIGHTING). IRRIGATION NOTES: 1. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER OR REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE AND INSTALLED AS PER CITY ORDINANCE 2394. Z ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. UTILITY DEMAND WATER DEMAND MINIMUM 0 GPM AVERAGE 50 GPM MAXIMUM (PEAK) 203 GPM 3" DOMESTIC WATER METER SANITARY SEWER DEMAND (® 90% OF WATER DEMAND) AVERAGE 45 GPM /64,800 GPD MAXIMUM (PEAK) 183 GPM 6" SANITARY SEWER LINE PARKING - ANALYSIS REQUIRED PARKING - HOLIDAY INN: 115 DWELLING UNITS ' 2,490 SF MEETING SPACE 1 SPACE PER DWELLING UNIT 1 SPACE PER 200 SF MEETING ROOM 128 SPACES REQUIRED TOTAL 5 HANDICAP SPACES REQUIRED PROPOSED PARKING - HOLIDAY INN: 128 SPACES PARKING 5 SPACE HANDICAP PARKING 133 SPACES TOTAL ® KEY NOTES 1 EXISTING TELEPHONE LINE 2 EXISTING TELEPHONE MANHOLE 3 EXISTING SIGNAL BOX 4 EXISTING GAS LINE 5 EXISTING OVERHEAD ELECTRICAL LINE 6 EXISTING 8" SANITARY SEWER LINE 7 EXISTING SANITARY SEWER MANHOLE 8 EXISTING WATER VALVE 9 EXISTING 12" WATERLINE 10 EXISTING 8" WATERLINE 11 EXISTING FIRE HYDRANT 12 EXISTING STREET LIGHT POLE 13 EXISTING POWER POLE 14 EXISTING ELECTRIC VAULT 15 EXISTING WATERLINE BLOWOFF 16 EXISTING STORM WATER INLET 20 PROPOSED UNDERGROUND ELECTRIC LINE 21 PROPOSED ELECTRICAL TRANSFORMER 22 PROPOSED 4" WATERLINE 23 PROPOSED 6" WATERLINE 24 PROPOSED B" WATERLINE 25 PROPOSED 3" WATER METER 26 PROPOSED FIRE HYDRANT 27 PROPOSED WATERLINE BLOWOFF 28 PROPOSED 6" SANITARY SEWER LINE (PRIVATE) 29 PROPOSED 8" SANITARY SEWER LINE (PUBLIC) 30 PROPOSED SANITARY SEWER MANHOLE 31 PROPOSED IRRIGATION METER 32 PROPOSED HANDICAP PARKING SIGNS 33 PROPOSED CONCRETE SLOPED END TREATMENT 34 PROPOSED 2 -4" PVC IRRIGATION SLEEVES 35 PROPOSED 6" FIRE SPRINKLER SYSTEM WATER LINE 36 PROPOSED TRASH DUMPSTER 37 PROPOSED 8' SCREEN FENCE 38 PROPOSED DETENTION POND OUTLET STRUCTURE 39 PROPOSED 4' SIDEWALK 40 PROPOSED 6' SIDEWALK 41 PROPOSED CONCRETE FLUME 42 PROPOSED DETENTION POND RETAINING WALL 43 PROPOSED 6' WOODEN SCREEN FENCE 44 12" DRAIN PIPE FOR ROOF DRAINAGE SYSTEM #3 BAR R =3" *X #4 BARS ® 18" O.C. CURB FOR CONCRETE PAVEMENT Tipm SEcwN Nm * X = 6" IN FIRE LANES AND THE DUMPSTER AREA 5" IN ALL OTHER AREAS VICINITY MAP THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JUNE 2, 2004. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. . z z Q o0CL ni cn U m I M W �j z z W Q Q v) Li l (n 0 0 L.L. z O 1= d U w > z ow 0 O LLJ r MWEENEEM 1111111! �C LEGEND Lo d 00 VH FIRE HYDRANT 28.16' a WATER VALVE 36.89' • SEWE R LINE CLEANOUT 154.40' O _ _ :r . - MAN:10LE 30.88' S43 "31'22 "W WATER METER -i"- c_ X C) CD F- WHEEL STOP 5.00' Q HANDICAP RAMP - - 300- - - EXISTING CONTOUR - MAJOR - - - - -- 298 - - - - -- EXISTING CONTOUR - MINOR U - i-- UNDERGROUND ELECTRICAL SERVICE EXISTING GAS LINE - - - - BUILDING SETBACK LINE 0 Q i ----- - - - - -- PUBLIC UTILITY EASEMENT LINE v cn o STORM SEWER LINE -' -'- 1" WATER LINE 8" SEWER LINE � C 6" SEWER LINE PROPOSED GAS LINE FIRE LANE MARKINGS -'- -'-• -'� PROPOSED 8' HIGH SCREEN FENCE ADA ACCESSIBLE ROUTE uuuoannnnmimmuuwuuu VEHICLE LAY OF HOSE LINE -�- LANDSCAPE SLEEVE -- PROPERTY BOUNDARY LINE RUNOFF FLOW DIRECTION --' ,1 HANDICAP PARKING SIGN VICINITY MAP THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JUNE 2, 2004. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. . z z Q o0CL ni cn U m I M W �j z z W Q Q v) Li l (n 0 0 L.L. z O 1= d U w > z ow 0 O LLJ r MWEENEEM 1111111! �C N 0 6 VJ Ocl) J r ZU .. Q oz O m cl Z I- W - O cj , �-- O cj) w > to� V � o w m � D cl)U W m J Q� s� �P o e , GTti �o� LINE TABLE cn L O Lo d 00 BEARING L1 28.16' N39'4529 "E L2 36.89' U � 154.40' - L4 30.88' S43 "31'22 "W L5 -i"- c_ X C) CD F- L6 5.00' N47'55'32 "W 0 O� U E. 0- 0 Q i v cn o � C U .. N 0 6 VJ Ocl) J r ZU .. Q oz O m cl Z I- W - O cj , �-- O cj) w > to� V � o w m � D cl)U W m J Q� s� �P o e , GTti �o� LINE TABLE LINE LENGTH BEARING L1 28.16' N39'4529 "E L2 36.89' N51 "33'41 "E L3 154.40' S42 "08' 17 "W L4 30.88' S43 "31'22 "W L5 17.00' N47 "38'01 "W L6 5.00' N47'55'32 "W SHEET t qM ov 9 1 XI CC7EWA N � - N I i 3 0 46, Egs7- � (so -� Ro ��, R� � � \W V-ve DER F �s) �Ay (+ \ �\` Rc O w �� 13 ` T 12 25.0' E SUNG d \� DR VEWA 33 20 ' P.U.E. 7 - \ X '12 ` 12 10' P.U.E. ACCESS EASEMENT (WIDTH t l `� T I'/ 1 VARIES, 30' TYPICAL / j t ` T T 2 T�W- \ 48 LF OF ` F � r T 1 2 24 RCP 20' P.U.E. 2' WIDE CURB t � OPENING 16 / I ff-G- 2' WIDE CURB OPENING 20' P.U.E. w � 1 '-. BLOCK 1, LOT 2 ' � `� , ' � 'Q, i *' / 15' P.U.E. { 12 P'• 1 ZONED C -1 O I t 10 EXISTING 8 WATERLINE 11 EXISTING FIRE HYDRANT 12 EXISTING STREET LIGHT POLE �Z 1 PARKING ANALYSIS VH FIRE HYDRANT -+- o 94 WATER VALVE (J LL j ACCESS EASEMENT ( l i 1 / 1 o cZ REQUIRED PARKING - HOLIDAY INN: • SEWER UNE CLEANOUT D 1 VARIES, 30' TYPICAL) "^r 625' / I 14 ' O MANHOLE t 1 ® WATER METER -;- x 15 D r .. - - - - - - - -_ - - -- 1 DWELLING- U� ITS 8 STORM, t - � - - -- - -_ __ c- -- FOR FUTURE 1 t l ( 2,490 SF MEETING SPACE .. - - W HEEL _.�, . _ - - �_ D OPEMENT 1 1 I WANDICAP RAMP Q 5 � I ( N 1 SPACE PER DWELLING .UNIT " �` r ��l . _______ __ _ __ ___ I { M ---300--- EXISTING CONTOUR - MAJOR t __ _ N 1 SPACE PER 20O SF MEETING ROOM U U O _ j r 1 � - -- 298 - - - - -- EXISTING CONTOUR -MINOR � ._ r, T F PU Tt T A -� ___.,.Jams_____ _ _____�4 I w� ` - �-- UNDERGROUND ELECTRICAL SERVICE _ O j __ �.�. �/ [� t z D j= , I I j SPACES °� -� +- O o � 128 SPCES REQUIRED TOTAL EXISTING GAS LINE. ►'` 1' I 5 HANDICAP SPACES REQUIRED a R2e.sj 1 � -- - - ` i i - • • - • - • . - BUILDING SETBACK LINE � n- O L. 0) 1 _ - -_ _ -_- - -- -� - R412.5' 25A'� I { I ( 2 'FRO ( I PUBLIC UTILITY EASEMENT LINE L. C7 0) _ - ( N/F PROPOSED PARKING -, HOUDAY INN: STORM SEWER LINE p� - a -a -a- r 1 - - - - -- ---- - - - - -- -- I I SETBACK j STEPHEN A. MADISON tD - ■: IF 1" WATER uNE c - a� 0) rn , TRUSTEES 128 SPACES PARKING Ng Qo 16" CASING T Ti { 3o I DIANE KAY MOMODA- MADIS01 ■ ■ 8 SEWER LINE q 0 - n 10' 47�0 FOR FUTURE W I 15' x O (� O cn J 1 P.U.E. 8 SEWER UNE { 26 P.U.E. 9.143 ACRE TRA 5 SPACE HANDICAP PARKING 6 SEWER LINE (D °tl PROPOSED GAS UNE 2 I N 47 °55'51" W ^ 3 X 46 '+s _ I VOL. 3783, PG. 113 (2 6 /29) 133 SPACES TOTAL �= m� FIRE LANE MARKINGS \ - PROPOSED 8' HIGH SCREEN FENCE 1 ZONED C -1 ADA ACCESSIBLE ROUTE > ­28 ' 1 1 4 1 { / 2 lll___ 10' P.U.E. i 1 I I� ( `i W ; 25.0' 1 l r W 8 W- W -8 8 W -8 W -8 -8 W -8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UE r- - -� - 10 15 24 1 L -1 E DRIVE � 9 I° 1 P. `` 5' P.U. m ( 21 ? r J 40 �' J. o ,:..;.....4.. 1W PLA 669/655 �- i 24 I r I CD I CD � i y t�FS' 9.D' ,1 t n1 INC. EXISTING ' ' X3.5 T M CORD ENGINEER _ I<r 1.81 ACRE TRACT PAVEMENT '` 3 Z VOL. 4703, PG. 266 N I I 1 1 1 o ( 20 1 EXISTING I 1 BUILDING 1s • I j 15 P. LOT R I BLOCK 7 -R PL OF 5 SI E I ( 10' 15' I 10' P.U.E. SOUTHWEST CROSSING, HASE THREE 11 A I P.U. � I s PLAT 669/355 36 34 I I ZONED -P I - - 20 - - -- - - -- .... - - - - -� Y- - - - - -� ------ - - - - - - - -- - - - 3 fl L6 - - - - -- N47 0 55'32 "W = 378.7 ---- - - - - -- - - -- L5 9 -S i � I \\ �► 0000 cy- � i I LOT BLOCK 7 \ I I SOUTHWEST CROSSING, PHAS I VO . 669, PG. 655 I 50 2 n 50 1 I ONE R -4 I I SCALE IN FE F I I I ❑ ! I I ® KEY NOTES ununnnuwuwuummmuua VEHICLE LAY OF HOSE LINE 38 1 EXISTING TELEPHONE UNE LANDSCAPE SLEEVE .l J ,I � ;r. �•, 2 EXISTING TELEPHONE MANHOLE ^, 3 EXISTING SIGNAL BOX -- PROPERTY BOUNDARY UNE V 44 4 EXISTING GAS LINE 4451 5 EXISTING OVERHEAD ELECTRICAL LINE -> RUNOFF FLOW DIRECTION I 6 EXISTING 8" SANITARY SEWER UNE a HANDICAP PARKING SIGN B 5• I 7 EXISTING SANITARY SEWER MANHOLE I 8 EXISTING WATER VALVE 34 I I ' 9 EXISTING 12" WATERLINE 39 , a'S a 22.0' m 0' R30. .r.F `. 41 I N 32 ? :, ❑ ❑ . �. X39 -31 25' ( m PROPOSED 5 -STORY BUILDING 29 FF= 285.00 i `' i I 3,000 SF , S - OE'(EENItON POND 32 1 28 :r 40 S+t� 39 11 1 85 HC HC f4 � y:.&:_.'t ..:: 41 I rn I 8.0 1 n f of nn nu, f f f VLH =278' 7.5 SIDE I er) 4• 34 Bull l.l51(JG SETBA K I I 20' P.U.E. T o. ' 27 y o.o' 27 41 ( 42 24' 34 j m U 11'5 '� 15 i4 - - 43 --- - - - - -- - - - -- ---..--.------,a- - - g - S - f4°56� = 34Q.84� - _ e -s - - - - - - - ' LANDSCAPE MAS M. MADISON D s _ e° SEE 5"E 7 WIFE HENRY ETTA MA N 10' P. E. SPA 9.143 ACRE TRAC EXISTING 'UILDING 2 P.U.E. VOL. 1005, PG. 62 WINDSOR P01 APARTMENTS EXISTING ZON -1 PAVEMENT LOT 2 WINDSOR POINTE �VOL. 2354, PG. 257 ZONED R -4 hu x " 1 REVIEWED FOUR COMPLIANCE AUG 2 0 2004 COLLEGE STATION LIBERTY SUBDIVISION BLOCK 1, LOTS 1 & 2 10.472 ACRES MORGAN RECTOR LEAGUE , A -46 COLLEGE STATION, BRAZOS COUNTY, TEXAS JUNE, 2004 OWNER /DEVELOPER: Texas Hotel Management Corp. 1203 University Drive East College Station, TX 77840 (979) 846 -8700 ♦ VJ F 0 U) r W Z �ZU z J.- 0 CL >- m cz Q w -jo� �-.-- O U) w U w m J =O WU W m J SHEET C1 SITE SPECIFIC NOTES GENERAL NOTES Z 1. THE OWNER AND DEVELOPER OF THE PROPERTY IS TEXAS HOTEL 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL 10. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN MANAGEMENT CORP., 1203 UNIVERSITY DRIVE EAST, COLLEGE STATION, TX, POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE 3: 77840. LIBERTY SUBDIVISION, BLOCK 1, LOTS 1 & 2. THE PROPERTY IS PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 z Q ZONED C -1, COMMERCIAL, HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE O (n FOR ANY DAMAGE DONE TO EXISTING FACIUTIES. CALL J 2. THE PROPOSED HOTEL IS APPROX. 62' HIGH (5 STORIES), 73,000 SF 1 -800- DIG -TESS. = AND FF= 285.00. WILL BE INSTALLED AT THE BEGINNING OF THE DEVELOPMENT OF THE SITE 6. PAVEMENT DEPTHS: 6" CONCRETE PAVEMENT IN FIRE LANES AND 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB cn 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE UNLESS OTHERWISE NOTED. Q DISCHARGED INTO THE EXSTING DRAINAGES. A DETENTION POND IS U) PROPOSED FOR THIS SITE. 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN Ld PLACED A MINIMUM OF 10' FROM THE INSTALLED WOODEN FENCE TO / COLLEGE STATION 2004 STANDARD SPECIFICATIONS FOR WATER & Q 4. STORM SEWER AND DRAINAGE INFORMATION AND DETAILS WILL 6E SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE PROVIDED ON THE GRADING AND DRAINAGE DESIGN PLANS. FOR STREETS & DRAINAGE. (PULL BOXES PROVIDED 13Y CITY.) 5. THE DEVELOPED AREA FOR THIS PROJECT IS 2.764 ACRES (120,400 SF). 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E. STORM THE SNOW FENCING WILL BE INSTALLED AS SOON AS POSSIBLE AFTER THE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.), C.O. OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND /OR ABOVE AND /OR SITE PLAN. EMAIL TO: tmIchals0,- s tx.aOV 7. PUBLIC UTILITY EASEMENTS AND ACCESS EASEMENTS TO BE CONVEYED GROUND FIELD EVIDENCE SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. I N CONSTRUCTION OF THE HOTEL STRUCTURE BEGINS. 8. ALL INTERIOR PARKING SPACES WITHOUT A CURB AT THE FRONT OF BY PLAT. THE FINAL PLAT IS FILED IN VOLUME 6128, PAGE 7 OF THE OTHERWISE. Z BEARING FLOOR EXTERIOR FACADE OF THE HOLIDAY INN STRUCTURE 10. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN OFFICIAL RECORDS OF BRAZOS COUNTY. 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN L2 3: 1994 FOR THE CITY OF COLLEGE STATION AND FIELD SURVEY DATA. L3 z Q ON THE ELECTRICAL SITE PLAN. L4 O (n L5 J 8. THE 6' WOODEN SCREEN FENCE ALONG WINDSOR POINTE APARTMENTS L6 = () WILL BE INSTALLED AT THE BEGINNING OF THE DEVELOPMENT OF THE SITE 6. PAVEMENT DEPTHS: 6" CONCRETE PAVEMENT IN FIRE LANES AND PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. cn U - 7 Q AFTER THE CLEARING OF THE SITE. ORANGE SNOW FENCING WILL BE TRASH DUMPSTER AREA, AND 5 IN ALL OTHER LOCATIONS. U) Ld PLACED A MINIMUM OF 10' FROM THE INSTALLED WOODEN FENCE TO 13. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE Q 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE INSURE THAT NO EQUIPMENT OR MATERIALS ARE STORED IN THIS AREA. 7, LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE ZO (PULL BOXES PROVIDED 13Y CITY.) �i THE SNOW FENCING WILL BE INSTALLED AS SOON AS POSSIBLE AFTER THE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 14. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD 1- CD AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.), SLAB AND ADJACENT PARKING AREA ARE POURED, BUT BEFORE ACTUAL 0. AND /OR SITE PLAN. EMAIL TO: tmIchals0,- s tx.aOV ?- I N CONSTRUCTION OF THE HOTEL STRUCTURE BEGINS. 8. ALL INTERIOR PARKING SPACES WITHOUT A CURB AT THE FRONT OF m p Lli 15. ALL ROOF AND GROUND - MOUNTED MECHANICAL EQUIPMENT SHALL THE SPACE ARE 9' WIDE BY 20' IN DEPTH. ALL OTHER PARKING 9. SIDEWALKS WILL BE REQUIRED ALONG SOUTHWEST PARKWAY WITH THE SPACES ARE 9' BY 18.5' WITH 2' OF UNOBSTRUCTED AREA PROVIDED W W Z z 0 W DEVELOPMENT OF LOT 2,, BLOCK 1. FOR VEHICLE OVERHANG. FROM ANY PUBLIC RIGHT -OF -WAY OR RESIDENTIAL DISTRICT WITHIN J Q Q (f) Ld 10. THE DETENTION POND RETAINING WALL. WILL BE SCREENED FROM VIEW 9• THE TYPICAL BACK OF CURB RADIUS IS 4.5' UNLESS NOTED U w W -i FROM ANY ADJACENT PROPERTIES OR PUBLIC RIGHT -OF -WAYS OR WILL BE ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE 0 p p LL- CONSTRUCTED OF MASONRY STONE TO MATCH THE STONE ON THE FIRST OTHERWISE. LENGTH BEARING FLOOR EXTERIOR FACADE OF THE HOLIDAY INN STRUCTURE 10. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN N39 °45'29 "E L2 ELECTRICAL NOTES: 1994 FOR THE CITY OF COLLEGE STATION AND FIELD SURVEY DATA. L3 154.40' 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. L4 30.88' S43 °31'22 "W L5 11. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE N47'38'01 "W L6 2. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. NAO -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT DEVELOPER INSTALLS FIRST 10' CITY INSTALLS REMAINDER. PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND 12. SUBJECT PROPERTY IS CURRENTLY ZONED "C -1 '. DESIGN. 13. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE ZO (PULL BOXES PROVIDED 13Y CITY.) 14. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD 1- 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.), 0. AND /OR SITE PLAN. EMAIL TO: tmIchals0,- s tx.aOV COMMUNITY PANEL NO. 48041CO144 C, EFFECTIVE DATE JULY, 1992. U 6. DEVELOPER PROVIDES' LOAD DATA FOR PROJECT. 15. ALL ROOF AND GROUND - MOUNTED MECHANICAL EQUIPMENT SHALL W BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE z 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR FROM ANY PUBLIC RIGHT -OF -WAY OR RESIDENTIAL DISTRICT WITHIN in CONSTRUCTION PURPOSES. 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE Q GRADE SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE (/5 AS INSTALLED FOR ELECTRIC LINES (INCLUDING STREET LIGHTING). 1. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER OR REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE AND INSTALLED AS PER CITY ORDINANCE 2394. 2. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY'ORDINANCE 2394. UTILITY DEMAND WATER DEMAND MINIMUM' 0 GPM AVERAGE 50 GPM MAXIMUM (PEAK) 203 GPM 3" DOMESTIC WATER METER SANITARY SEWER i)EMAND (® 90% OF WATER DEMAND) AVERAGE 45 GPM /64,800 GPD MAXIMUM (PEAK) 1S3 GPM 6" SANITARY SEWER LINE 13 EXISTING POWER POLE 14 EXISTING ELECTRIC VAULT 15 EXISTING WATERLINE BLOWOFF 16 EXISTING STORM WATER INLET 17 EXISTING STORM WATER PIPE 20 PROPOSED UNDERGROUND. ELECTRIC LINE 21 PROPOSED ELECTRICAL TRANSFORMER 22 PROPOSED 4 WATERLINE 23 PROPOSED 6' WATERLINE 24 PROPOSED 8" WATERLINE 25 PROPOSED 3 WATER METER 26 PROPOSED FIRE HYDRANT 27 PROPOSED WATERUNE BLOWOFF 28 PROPOSED 6 SANITARY SEWER UNE (PRIVATE) 29 PROPOSED 8" SANITARY SEWER UNE (PUBLIC) #3 BAR R =3" *X # BARS ® 18" O.C. CURB FOR CONCRETE PAVEMENT Taw& somm NIS * X = 6" IN FIRE LANES AND THE DUMPSTER AREA 5" IN ALL OTHER AREAS W Iy �.f O ?- I- U ': Z = > 3: ::E H D Ld M Z p LIJ U O 0 U' Ll! W V) 00-0 Uj ILL- p Q pLd0 z Lij D 5: O p (n w (n Q JBmN oln�lcIN •IMF ICI! a 0m LEGEND LINE TABLE LINE LENGTH BEARING L1 28.16' N39 °45'29 "E L2 36.8.9' N51 °33'41 "E L3 154.40' S42 °08'1 7 "W L4 30.88' S43 °31'22 "W L5 17.00' N47'38'01 "W L6 5.00' N47 °55'32 "W 30 PROPOSED SANITARY SEWER MANHOLE. 31 PROPOSED IRRIGATION METER 1M �1 � 32 PROPOSED HANDICAP PARKING SIGNS 33 PROPOSED CONCRETE SLOPED END TREATMEN S 34 PROPOSED 2 -4" PVC IRRIGATION SLEEVES 35 PROPOSED 6" FIRE SPRINKLER SYSTEM WATER UNE ` 36 PROPOSED TRASH DUMPSTER � �/Q,�. V � ' 37 PROPOSED 8' SCREEN FENCE 38 PROPOSED DETENTION POND OUTLET STRUCTURE 11' 39 PROPOSED 4' SIDEWALK p (/ 40 PROPOSED 6' SIDEWALK �J ' 41 PROPOSED CONCRETE FLUME 42 PROPOSED DETENTION POND CONCRETE RETAINING WALL 43 PROPOSED 6' WOODEN SCREEN FENCE 44 12" DRAIN PIPE FOR ROOF DRAINAGE SYSTEM 45 PROPOSED DETENTION POND BERM VICINITY MAP 9J. F o�� ti9