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HomeMy WebLinkAboutDrawingsTEXAS A&M UNIVERSITY - UNPLATTED, VOL. 49, PG. 340 ZONED C - -U RIGHT -OF -WAY LINE LOT 2A 5.160 ACRES ZONED R -5 PROPOSED ,15' BUILDING SETBACK A 1105' TO EXISTING 660' TO EXISTING DRIVEWAY CURB CUT LUTH S T R E E T DRIVEWAY CURB CUT W. VARIES 12 ) PROPOSED _ 12 PROPOSED 25' 36 ASPHALT PAVEMENT /� 6' SIDEWALK EXIT ONLY BUILDING N44 °45'39 "E 185.25' 44 °14'20 "E 499. / SETBACK ` < > _ : :.. 'r F y/ R145i R1 R 19.5' . + R 19.S�a -- 21.0' 34 23.5' 40 34 J 34 D 40 I PROPOSE 1! DETENTION `; 40 23 10 R14.5` 45' 40 - BUILDING AREA .' a O u SETBACK R29.5' os - -jv¢ ....Q rus v.c ... 35 24.0' I A. HUGHES 1 _ 04. R25.5'� 9.4' 45 �� _ VoL. 82, -.,, .. `..,.'. .'".... '•" i➢tC lA1 •. SOS LAIi iDS li - •" LA1 ."".+. S'•".. V ri 3 16 8.0 '. VLH =152' w P 226 ii, 9.s !;.` 0.25 ACRE ,- D R ' h ' (1`)) 9 324 00 5'02 "E ow LH _ ,' , Z O NE D x / 2 4 , \ FF _ (v °4. R9.5' FDC 37 -' 4 15.3 5 � - j FDC 35 :: LH =37' \ ..� 36 - f 1 R19.5 37 41 11 R1ss' R19.5 FF= 324.00 :. ; }• T r.• a ni' w � u t t, w L-20' 36 t 10 1 - FDC 6 f i 9' - FF= 324.00 _ W R19.5' TYP 24' (- 18.0' .. \ .. TYP TYP. .: -. : i I TYP. FF= 324.00 � _ FDC N a �'�° r �6 i- _ - 25.7* 3 M' .` 35 i A , B -BALL - FF= 323.50 1 i� �; i -� V -BA LL 23 6 - ' . -P W FDC 1 37 FOX. ti; 1 9.0 HOLE /, ( 0 h i c, x �.0' ; . i , , FDC 4- 0 CABANA 37 F= 324.50 24.0' C -' 11 POOL I - 31s LH 44 0 1 FF= 325.00 i W FDC O --11 a i � 5 E. O - ti -Y- 1 II FF= 324.00 H ' j i FDC F- 324.00 - r � J `� F (n r - 24.0' ,aro` sY - ti ._ .... ._.. ._.. - 12 FDC 4 U-1-36' Y Y - -. _ SS - - -__ - :. 1 1 : r i RIS.S: S FF= 325.00 FF= 324.00 i 11 j M i 8 PROPOSED ` LHm53' } O FF= 324.00 K FDC b 9 ` 11 15' BUILDII � I 37 13 = II SETBACK FF= 324.00 C, jR1s.5' 1 10 LH =64' 37 }. a,i �� :• o,sY" -;r p FDC ' 1 ..j 10 R19.5' .. ! ..�..' , -� 47 47 36 .: , . ..'• 2 . .. , 1 9.5' 4G t'f R 11 FDC 20 11 =57 \ /. 11 Rt95 14 y�"• s. 13 FH % FD t SAND VOL y 4 FF= 324.50 _ t r FDC 20.0' .... 814.5' `t xy '1 - •,'..- .. 10. c 6 12 �L 36 � ¢ FF= 323.50 4 LH 41 35 41 FF= 324.00 - PROPOSED 20' `....: " .... FF= 324.00 � 47 / 36 ,.. BUILDING SETBACK CURB OPENING CURB L OPENING CURB OPENING 20' WIDE EMERGENCY ACCESS DRIVEWAY INSTALL A GATE FOR EMERGENCY VEHICLE ACCESSIBILITY BETWEEN PROPERTIES. THIS GATE MUSH HAVE A KNOX BOX ASSOCIATED WITH IT FOR EMERGENCY PERSONNEL. ( i BOCK 1 LOT 4A 31 .1 1 6 ACRES ZONED R -5 MELROSE APARTMENTS s 40 20 0 40 SCALE IN FEET GENERAL NOTES: SITE SPECIFIC NOTES: 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF 1. THE OWNER AND DEVELOPER OF THE PROPERTY IS BILL HOPPERS, HIHO DEVELOPERS, EXISTING U11UTlES AND SERVICE LINES WITHIN '.HE PROJECT AREA, WHETHER SHOWN L.P., 12030 LAKE LAND PARK BLVD. SUITE 101, BATON ROUGE, LA 70809, (225) ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR :0 ANY CONSTRUCTION. CONTRACTOR 756 -7767. THE SITE CONSISTS OF LOT 3A, BLOCK 1, MELROSE SUBDIVISION, AS IS RESPONSIBLE FOR ANY DAMAGE DONE TO F °ISIING FACILITIES. CALL RECORDED IN VOLUME 3020, PG. 89 OF THE DEED RECORDS OF BRAZOS COUNTY. 1- 800 - DIG -TESS. THE PROPERTY IS ZONED R -5 APARTMENT - MEDIUM DENSITY. 2. ALL RADII AND DISTANCES ARE MEASURED 10 THE BACK OF CURB UNLESS 2. THE PROPERTY IS NOT LOCATED IN THE 100 YEAR FLOODPLAIN ACCORDING TO THE OTHERWISE NOTED. FLOOD INSURANCE RATE MAP (FIRM) FOR BRAZOS COUNTY, TEXAS AND INCORPORATED 3. ALL WORK WITHIN STREET RIGHT -OF -WAY ON PUBLIC U11UTY EASEMENTS IS TO AREAS, MAP NO. 48041CO 182 C DATED JULY 2, 1992. BE DONE IN CONFORMANCE WITH THE CITY OF COLLEGE STATION STANDARD LAY OF HOSE TO FDC (LH) SPECIFICATIONS FOR WATER & SEWER, STREETS & DRAINAGE. 3. EACH RESIDENTIAL STRUCTURE, BUILDINGS 1 THROUGH 16, CONSISTS OF 4 -2 t- BEDROOM CONDOMINIUM UNITS ON THE 1ST FLOOR AND 4 -3 BEDROOM CONDOMINIUM 4. ALL UTILITY LINES (WATER, GAS, SANITARY .` EWER, G.T.E., STORM SEWER, ETC.) UNITS ON THE 2ND FLOOR AND MEZZANINE, (3RD FLOOR), LEVEL. EACH STRUCTURE SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON HAS 12,236 SQUARE FOOT OF AREA. THE MAXIMUM HEIGHT OF THE STRUCTURES IS CONSTRUCTION UTILITY MAP DOCUMENTS OBTACIED BY FROM CITY & INDEPENDENT APPROXIMATELY 40'. THE DENSITY OF THE SITE IS 13.94 DWELLING UNITS PER ACRE. AGENCIES AND /OR ABOVE f- J)UND FIELD EVIDE'ICE. SHOWN POSITIONS MAY NOT WHEEL STOP REPRESENT AS -BUILT CON .;IONS. 4. THE RESIDENTIAL STRUCTURES WILL HAVE FIRE SUPPRESSION SPRINKLER SYSTEMS. 5, ELECTRICAL CONDUIT , :,, PARKING LOT LIGHTING WILL BE SHOWN ON THE 5, THE SITE IS PROPOSED TO BE GATED WITH RESTRICTED ACCESS. ELECTRICAL ELEC L SITE P N. w > 0 6. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE 6. PAVEMENT DEPTHS: 6 "' CONCRETE PAVEMEK T IN FIRE LANES AND IN TRASH EXIST MELROSE APARTMENTS DETENTION POND OR INTO THE PROPOSED DETENTION DUMPSTER AREA; 5" ONCRETE PAVEMENT IN ALL OTHER LOCATIONS. AREA AREA SHOWN. 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE 7. THE DEVELOPED AREA FOR THIS PROJECT IS 4.492 ACRES (195,658 SF) - PHASE 1 LANDSCAPE & IRRIGATION PLANS. AND 4.693 ACRES (204,421 SF) - PHASE 2. 8. ALL PARKING SPACES ARE 9' WIDE BY 18.0' IN DEPTH WITH 2' OF UNOBSTRUCTED 8 APPROXIMATELY 200 SF OF PARKING LOT PAVEMENT IS PROPOSED WITHIN THE AREA PROVIDED FOR VEHICLE OVERHANG. LANDSCAPE RESERVE. 9. THE TYPICAL BACK OF CURB RADIUS IS 4.5' UNLESS NOTED OTHERWISE. 9. REFER TO SHEET C2, SITE UTILITY PLAN FOR WATER, SANITARY SEWER, ELECTRICAL AND STORM SEWER LOCATIONS. 10. THE TOPOGRAPHY AND EXISTING SITE INFORMATION SHOWN FOR THE SITE WAS W PREPARED BY KLING ENGINEERING AND SURVEYNG. 10. THE BEARINGS SHOWN HEARON ARE BASED ON THE SOUTHEASTERLY LINE OF A ' 14.946 ACRE TRACT CONVEYED TO KIOWA LTD. BY DEED RECORDED IN VOLUME 500, 11. A TEMPORARY BLANKET UTILITY EASEMENT +S IN EFFECT ON THIS PROPERTY. IT PAGE 890 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS, SAME BEING THE IS RECORDED IN VOLUME 3097, PAGE 62 OF TFiE OFFICIAL RECORDS OF BRAZOS NORTHWESTERLY LINE OF "WOODWAY VILLAGE, SECTION TWO ", A SUBDIVISION RECORDED O OU N TY. IN VOLUME 525, PAGE 645 OF SAID DEED RECORDS AND THE NORTHWESTERLY LINE OF Q� THE "RESERVE TRACT" AS SHOWN BY PLAT OF "LOTS 1 -5, BLOCK ONE, PARKWAY VIEW FLFCTRICAL NOTES' ADDITION ", A SUBDIVISION RECORDED IN VOLUME 2463, PAGE 49 OF SAID DEED 1. DEVELOPER INSTALLS CONDUITS AS PER CIT'1 SPECS AND DESIGN RECORDS. 2. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER 11. THERE WILL BE A KNOX BOX ON THE GATED ENTRANCE FOR EMERGENCY ACCESS. INSTALLS FIRST 10' CITY INSTALLS REMAINDER. 12. A PLANTED BUFFER IS REQUIRED BETWEEN THE MULTI- FAMILY AND SINGLE - FAMILY ZONING DISTRICT PROPERTY ADJACENT TO BUILDING 16. THIS BUFFER REQUIRES 5 TREES 3 DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. AND 40 SHRUBS. 4 DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL 13. ALL PARKING ISLANDS WILL HAVE ENHANCED PAVING APPROVED BY CITY STAFF OR BOXES PROVIDED BY CITY.) GRASS OR OTHER GROUND COVER. 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000i VERSION OF Pt A. AND OR SITE W PLAN. EMAIL TO: rbolinOci.colleae- station. tx.u J 6. DEVELOPER PROVIDES TEMPORARY BLANKET .- ASEMENT FOR LON51RUCHON W PURPOSES. M n 7. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES (INCLUDING STREET LIGHTING). SYSTEM NOTES: 0 IRRIGATION 1. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER OR REDUCED PRESSURE PRINCIPLE BA:K FLOW DEVICE AND INSTALLED AS 0 Lu PER CITY ORDINANCE 2394. Z } 2. ALL BACK FLOW DEVICES MUST BE INSTALLEb AND TESTED UPON INSTALLATION Q AS PER CITY ORDINANCE 2394. CURVE TABLE CURVE DELTA RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING C1 74'33'44' 12'1.00' 167.88' 1 156.28' 1 S56 °43'00 "W__ PARKING ANALYSIS REQUIRED PARKING - FOX RUN CONDOMINIUMS. 16 BUILDINGS 16 X 4 - 2 BEDROOM UNITS = 64 UNITS 64 UNITS ® 2 BEDROOMS = 132 BEDROOMS X 1.5 SPACES /BEDROOM = 192 SPACES 16 X 4 - 3 BEDROOM UNITS = 64 UNITS 64 UNITS ® 3 BEDROOMS = 192 BEDROOMS X 1.0 SPACE /BEDROOM = 192 SPACES 384 SPACES REQUIRED TOTAL 8 HANDICAP SPACES REQUIRED PROPOSED PARKING - FOX RUN CONDOMINIUMS' _. -379L SQA-CES__PARKING _ 10 SPACES HANDICAP FARKING ___ ~- 389 SPACES TOTAL - IF CURB IS NOT RUN AS INTEGRAL PART OF PAVEMENT, ROUGHEN SURFACE FOR BOND do PROVIDE #4 X 18" "L" BARS J3 BAR-, 0 18" O.C. R =3" •X #4 BARS 0 18" O.C. CURB FOR CONCRET PAVEMENT TYPICAL SECTION NTS X = 6" IN FIRE LANES AND THE DUMPSTER AREA 5" IN ALL OTHER AREAS UTILITY DEMAND WATER DEMAND - ENTIRE PROJECT 0 GPM MINIMUM AVERAGE 78 GPM MAXIMUM (PEAK) 350 GPM SANITARY SEWER DEMAND ( 0.90% OF WATER DEMAND) AVERAGE 70 GPM MAXIMUM (PEAK) 315 GPM i 24.0' 1 I I I • '112.0 I' 12.0 - r I f I 8' HICH _/ DIMENSIONS SHOWN ARE TO FACE OF CURB. SCREEN NS DOUBLE AND SINGLE DUMPSI DETAIL NTS ® KEY NOTES 1 EXISTING 8" SANITARY SEWER LINE 2 EXISTING SANITARY SEWER MANHOLE 3 EXISTING 8" WATERLINE 4 EXISTING 16" WATERLINE 5 EXISTING 30" RCP STORM SEWER LINE 6 EXISTING STORM SEWER JUNCTION BOX 7 EXISTING STORM SEWER INLET 8 EXISTING UNDERGROUND ELECTRIC LINES 9 EXISTING OVERHEAD ELECTRIC LINES 10 EXISTING WATER VALVE 11 EXISTING STORM SEWER PIPE 12 EXISTING CURB AND GUTTER 13 EXISTING STREET LIGHT 20 PROPOSED 4" WATERLINE 22 PROPOSED 2" FIRE SPRINKLER SYSTEM SUPPLY LINE 23 PROPOSED 6" WATERLINE 24 PROPOSED 8" WATERLINE 25 PROPOSED 8 - 1" SERVICE LINES 26 PROPOSED 8 - 5/8" WATER METERS 27 PROPOSED FIRE HYDRANT 28 PROPOSED 6" SANITARY SEWER 29 PROPOSED 8" SANITARY SEWER 30 PROPOSED SANITARY SEWER MANHOLE 31 PROPOSED STORM SEWER PIPE (PRIVATE) 31A PROPOSED STORM SEWER PIPE (PUBLIC) 32 PROPOSED STORM SEWER JUNCTION BOX 33 PROPOSED STORM SEWER INLET 34 PROPOSED IRON FENCE 35 PROPOSED CHAIN LINK FENCE 36 PROPOSED TRASH DUMPSTER 37 PROPOSED HANDICAP PARKING SIGNS 38 PROPOSED UNDERGROUND ELECTRICAL CONDUITS UTILITY DEMAND MINIMUM 0 GPM AVERAGE 0.5 GPM MAXIMUM (PEAK) 2.2 GPM 5/8" DOMESTIC WATER METER FOR EACH UNIT MINIMUM 0 GPM AVERAGE 0.7 GPM MAXIMUM (PEAK) 32 GPM 5/8" DOMESTIC WATER METER FOR EACH UNIT SANITARY SEWER DEMAND - 8 UNIT BUILDIN (© 907 OF 'INA'ER DtM.'',ND, MAXIMUM (PEAK) 20 GPM 4" SANITARY SEWER LINE FOR EACH BUILDING LEGEND -�- (- 24.0' - - 18.0' II L.G� o� TYPICAL PARKING SPACE DETAIL NTS R E`D REVIEWED FOR COMPLIANCE COMPLIANCE 0 286 MAR 2 6 2003 COLLEGE STATION CULL�QE STATIUN ENGINEERING pMLOP e�`�IT SE`R�WCE'E 7DXAS A & Y 1 "WEIMn WWWAY HEST j PROJECT LOCATION OrAs A & Y LorADR2n APAffAM - pa 2818 W 39 PROPOSED ELECTRICAL TRANSFORMER 'DrAS 40 PROPOSED BRICK WALL uin 41 PROPOSED RETAINING WALL 42 PROPOSED 2" IRRIGATION WATER METER 43 PROPOSED WATER GATE VALVE 44 PROPOSED CONCRETE FLUME 45 PROPOSED SLIDING GATE 46 PROPOSED BUS STOP 47 PROPOSED 8' SCREEN FENCE 48 PROPOSED 2 -3" PVC IRRIGATION SLEEVES 49 PROPOSED DETENTION POND OUTLET STRUCTURE 1IRA,N i110 50 PROPOSED 1 -1/2" WATERLINE TAW 51 PROPOSED 1 -1/2" WATER METER FOR POOL FIRD&W mvme axmr 52 PROPOSED KNOX BOX FOR EMERGENCY ACCESS Z N VICINITY MAP NTS OUIgW aTY UM17S �L? X- C4 tL �.: EXISTING CONTOUR (MAJOR) EXISTING CONTOUR (MINOR) J CD PROPERTY LINE BUILDING SETBACK LINE Y 0' n PHASE LINE t1 FIRE LANE MARKINGS Imo- PROPOSED FENCE - -- - -- PROPOSED SCREEN FENCE r 0 VEHICULAR LAY OF HOSE (VLH) Q � LAY OF HOSE TO FDC (LH) �FH FIRE HYDRANT t- FLOW DIRECTION cf) SIDEWALK L0 Ln HANDICAP RAMP s HANDICAP SIGN - WHEEL STOP -�- (- 24.0' - - 18.0' II L.G� o� TYPICAL PARKING SPACE DETAIL NTS R E`D REVIEWED FOR COMPLIANCE COMPLIANCE 0 286 MAR 2 6 2003 COLLEGE STATION CULL�QE STATIUN ENGINEERING pMLOP e�`�IT SE`R�WCE'E 7DXAS A & Y 1 "WEIMn WWWAY HEST j PROJECT LOCATION OrAs A & Y LorADR2n APAffAM - pa 2818 W 39 PROPOSED ELECTRICAL TRANSFORMER 'DrAS 40 PROPOSED BRICK WALL uin 41 PROPOSED RETAINING WALL 42 PROPOSED 2" IRRIGATION WATER METER 43 PROPOSED WATER GATE VALVE 44 PROPOSED CONCRETE FLUME 45 PROPOSED SLIDING GATE 46 PROPOSED BUS STOP 47 PROPOSED 8' SCREEN FENCE 48 PROPOSED 2 -3" PVC IRRIGATION SLEEVES 49 PROPOSED DETENTION POND OUTLET STRUCTURE 1IRA,N i110 50 PROPOSED 1 -1/2" WATERLINE TAW 51 PROPOSED 1 -1/2" WATER METER FOR POOL FIRD&W mvme axmr 52 PROPOSED KNOX BOX FOR EMERGENCY ACCESS Z N VICINITY MAP NTS OUIgW aTY UM17S �L? 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