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HomeMy WebLinkAboutDrawingsN/F CITY OF COLLEGE STATION 48.59 ACRES 3310/321 ZONED R N/F BARKER, THOMAS R/ DEBORAH LYNN LOT 1, BLOCK 1 BARKER SUBDIVISION 5101/182 ZONED R 20 10 0 20 SCALE IN FEET D. l _04 PLANTINGLEGEND L.AN DSCAPE POINTS b g SYMBOL SIZE NAME & TYPE QUANTITY ° --LIVE OAK W-6 01 N/F LARGER CAL {Quercus virglnfana} 7 _# CANOPY CITY OF COLLEGE STATION m us PART OF LOT 1, 1 ACRES a 5286/253 I DISTURBED AREA 1.2g" CAL CREPE MYRTLE ' ZONED R a, (EACH CANE) (Lagerstoemia Indica) 6 NON-CANOPY PROPOSED 2 STORY BUILDING WMLEAF LIGUSTRUM FF=277.00 r j 5 GAL. (Iigustrum Japonicum) 36 rfl { 3y! _ • 13,000 SF ° — } I SHURB 18 W-18 W-18 -AE—AE—AE—AE AE- S T E•ST 0 'i STATE HIGHWAY 6 Schultz Engineeri n LLC mire 2730 Lon Suite 7 g iEA College Station, Texas 77845 979.764.3900 TBPE NO.12327 SURVEYEDDESIGNED DRAWN APPROVED A JOB NO. DA KERR DLD DLD JPS 13-297 JULY 2014 W-18 -f1E---=�==-AE —AE—AE—AE— Schultz E AE AE --- POINTS PER PROJECT AREA. 65.471 SQUARE FEET OF SITE AREA 65,471 SF / 1,000 = 65.5 65.5 x 30 =1,965 POINTS POINT VALUE TOTAL POINTS ._.. ADDITIONAL LANDSCAPE POINTS FOR STREEfSCAPE: [(214•-15)/50] x 300 POINTS = 1.194 POINTS 300 2100 i TOTAL POINTS REQUIRED: 1965 + 1,194 = 3.159 POINTS j TOTAL POINTS PROPOSED: 3480 POINTS (2400 POINTS FROM CANOPY TREES = 69%) 40 240 STATE HIGHWAY 6 Si'REETSCAPE: I' CANOPY TREES (1 PER 25'): 199 / 25' = 8 CANOPY TREES REQUIRED 2 CANOPY TREES PROVIDED 10 360 12 NON -CANOPY TREES PROVIDED* * 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE SII TOTAL.: 2700 -- — _ -- -- _ _ _ ._._ , _ = IRRIGATION SLEEVES 2-3" PVC PIPES CORTIERS GALLERY COOPER'S SUBDIVISION PART OF LOT 1, BLOCK 1 COLLEGE STATION, TEXAS LANDSCAPE PLAN GENERAL NOTE: 100° COVERAGE OF GROUNDCOVER. DECORATIVE PAVING, DECORATIVE ROCK ( NOT LOOSE. OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, $WALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. LOCATION WI SIDEWALK OR PATH GALVANIZED - WHERE APPLICABLE TRIAGE BOLT �" - INSTALL ilii `- X 2" BOLT IN WALK A . •4 ff a EXTEND . � EN BEYOND CONCRETE i TAPE BOTH ENDS 3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE: PVC SLEEVES UNDER PVC S 'VE s PAVEMENT SECTIONS R.—T.S. NEED TO BE 16" BELOW THE TOP OF PAVEMENT. SCALE VERTICAL HORIZONTAL PLOTTING SCALE: FILE NAME 13-297 SHEET L I r 15 REAR ` \ CITY OF COLLEGE STATION SETBACK 48.59 ACRES r 3310/321 1 \ ZONED R I�r f i ''• ••,, ` 7.5' SIDE*"'\ SETBACK PAD AND ENCLOSURE LIMITS OF--` DISTURBANCE / f r fr -- 275 - --- -- / NF CITY OF COLLEGE STATION PART OF LOT 1, 1 ACRES 5286/253 ZONED R ` 6" FORCEMAIN ..r.. -- 273-- DETENTION POND DISCHARGE f-7.5' SIDE SETBACK l� ,r -ELECTRICAL SERVICE PER CSU PLAN AND SPECULATIONS CURB OPENING r� t 1 SIL N/F BARKER, THOMAS R/ `DEBORAH LYNN LOT 1, BLOCK 1 BARKER SUBDIVISION 5101/182 ZONED R { �D { i } f J l i 1 1 1 l 'EXISTING 18" WATERLINE IrXISTING 8 "SEWELINE .......... - iEXISTING EDGE - OF PAVEMENT - r . ` "• "'" STATE HIGHWAY 6 `PROPOSED RIGHT EXISTING 20' R.O.W. TURN DECEL LANE EASEMENT '430/51 ETISiNG 4708/230 ±431.3' WHITE STRIPE JACENT EXISTING DRIVEWAY ±251.7' TO ADJACENT EXISTING DRIVEWAY THE SEAL APPEARING ON THIS Schultz Engineerin LLC DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., LICENSE NO. 109835 2730 Ldngmire, Suite A ' JULY 18, 2014 College station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-297 JULY 2014 SQUARE IN HEA12WALL TBM 1 N: 10195313.3246 E: 3573816.8555 ELEV : 271.54 20 10 0 20 SCALE IN FEET ' MAINTAIN 2% MAX CROSS SLOPE 25' MIN. R. SITE SAECIFIC�NOTES• GENEReL NOTES• 24" I. THE OWNER OF THE PROPERTY IS CORITERS GALLERY, U.C. THE SUBJECT !'PROPERTY IS 1. THE CONTRACTOR SHALL /4 PART OF LOT 1, BLOCK 1. PROPERTY !S 20NED GC NBE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL 5" EXISTING UNDERGROUND UTI.IIiES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. 2 THE TOTAL DISTURBED AREA FOR THiS PROJECT IS 1.503 ACRES (65.741 SFX. DIG TESS: (800) 344-8377 3" (979) 774--2506 37R 1;rRI" 5 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS ATMOS ENERGY ) 1/4'R de DRAINAGE REPORT. SUDDEN LINK COMMUNICATIONS: (979 595-2429 VERTION: (979) 821-4770 1 4. & IRRIGATION AND IRRIGATION DESIGN dt ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE 2. iT IS THE RtSPONSIBiLMY OF THE CONTRACTOR To USE WHATEVER MEANS NECESSARY T dt IRRIGATION PLANS. MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS 6 S. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3" 3" 2" 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND 2" 6. TRAFFIC IMPACT ANALYSIS S NOT REQUIRED. SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTS 7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY. TEXAS AND INCORPORATED DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS AREAS. COMMUNITY NO. 480083. PANEL Nos. 032SE, MAP NO. 48041CO310E. EFFECTIVE PROJECT. DATE: MAY 16. 2012. _4 BARS NOTE: ALL CURBS V IN HEIGHT 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT No. TXR UNLESS NOTED OTHERWISE. 8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE 150000 REQUIREMENTS FOR CONSTRUCTION SITES. = 3/4" X 18" SM401Tt NOTED. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER NT.S. EXPANSION DOWELS TYPICAL CURB DETAILS' ALL PAVEMENT SHAD. BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE 10. ALL UTILITY LINES (WATER, GAS. SANITARY SEWER. VERIZON, STORM 5EWEtT. ETC.) SHOWN STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL EXISTING CURB de ARE TARN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CO W07ION CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 70 BE REMOVED KEEP r RISE TO UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AMC ES ANO/OR THE CONSTRUCTION SHALL COMPLY WI1H OSHA STANDARD 29 CFR PART 1926 SUBPART MATCH FL OF PROPERTY LINE CABOVE ONDITIONS. 7. GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT P FOR TRENCH SAFETY REQUIREMENTS. EXISTING GUTTER 3' 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. B. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS FISTING PVMT: ESTABLISHED. i 12 ALL STORM SEWER E PRIVATE. STORM SEWER COVERS SHALL BE LABILE PRIVATE AND 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT -L6. SHALL NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. TO THE PROJECT SITE. 13. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC lwP lie OF 10, BUILDING AND SITE LIGHTING HtiLL MEET THE STANDARDS OF SECTION 7 EXISTING BASE 3" RiSE I E "D" EXT' StON JOINT. 10.000 SF 15 2,250 GALLONS PER MINUTE ONE FIRE HYDRANT IS REQUIRED. THE 11 OF !N1'� ELEV = T/C ELEV.. -1. 3" BUILDING WILL BE FULLY SPRINKLED WHiCH DECREASES THE REQUIREDBY SON THE UNIFIED DEVELOPMENT ORDINANCE, THE LIGHT SOURCE SHALT. NOT PROJECT BELOW (1500 GPM MIN.) AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT DEFORMED TIE BARRIVEWAY APRON SHALL BE HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED 4 X 18" O C . 14. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF GE STATION CONE OF UGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLANC # FOR TYING NEW 6 (28 -DAY CONCRETE UNIFIED DEVELOPMENT ORDINANCE. WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE CONCRETE TO EXISTING STRENGTH = 3500 PSI) W/ 4 OF OCCUPANCY. CONCRETE PVMT. ONLY. BARS 01 18` O.0 E.W. ASPHALT15. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SM EENED FROM ,-TYPE "G" EXPANSION JOINT APRONS W10 /ALLLOOWED ONGOPEENN MEW SIDENTIALL ISOLATED TRRICT WI'ITTHIIN 150' of THESUBJECTLo PUBLIC RICH - FROM 1 POINTS LANDSCAPE ISLAND ANALYSIS: SECTIONAA DITCHED STREET SECTIONS ONLY. FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE UILDING ' 61 SPACES PROPERTY LINE ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. TOTAL PARKING 16. ANY EXPOSED CONCRETE OVER W W HEIGHT WILL BE SCREENED FROM MEW OR PERIPHERAL PARKING: 44 SPACES TREATED TO LOOK LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS AppBY THE INTERIOR PARKING: 17 SPACES ADMINISTRATOR. INCLUDING THE DETENTION POND OUTLET STRUCTURE. INTERIOR LANDSCAPE ISLAND REQUIRED: y RN CURB TO HAVE 17. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCtS's 17 SPACES X 12 = 204 SF A ROLL FACE DIMINISHING EASEMENT WILL BE BY THE LOT OWNER OR PROPERTY OWNER'S ASSOCIATION. AT RADIUS POINT. 18. 10OX COVERAGE OF GRoUNDCOVM DECORATIVE PAVING, DECORATIVE ROCKLOOSE). AMBULATORY RAMP .(NOT OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWYALES AND DRAINAGE SLOPE a 1:12 MAX AREAS. THE PARKING LOT SETBACK, RIGHT' -OF -WAYS. AND ADJACENT PROPERTY ISLAND DISTURBED DURING CONSTRUCTION I I t 19. ALL ELECTRICAL IMPROVEMENTS SHALL -13E PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEO STATION'UMLIMES T ELECTRICAL +DESIGN -FOR THIS PRD ECT. CSU ELECTRICAL CONTACT: ELECTRIC PROJECT COORDINATOR 5 WCUT OF STATION UTILITIES S.F. 9CITY 79-764COLLLEGE MINIMUM ABOVE GRADE OR SIDEWALK. 20. THE DUMPSTER ENCLOSURE SHALL BE A W TALL WQODEN QR STONE FEN irr %v CE PER EXPANSION A +-� `-EXISTING CURB do GUTTER TO ARCHITECTURAL DETAILS. THE DUMPSTER AREA SHALL BE 12' x 12' NOT INCLUDING ANY JOINT NEAT BE REMOVED - REPLACE STREET BOLLARDS. IF THE DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION SAW CUT SURFACING AS NEEDED WITHIN THE UTILITY EASEMENT, THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE. ....�..,�. COMMERCIAL DRIVEWAY DETAIL. NT.S. I ELEVATIO l� :°: . ...: MARK LOCATION WITH GALVANIZED CARRIAGE BOLT W X 2" EXTEND END 18" BEYOND CONCRETE AND TAPE BOTH ENDS REINFORCING BARS * 40W'HUNE K OR PATH PPLICABLE INSTALL BOLT IN WALK .4 �/fes!/��! 1B. CEI ` 'IFICATE C3 FEQUI ❑ r1' •3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE: PVC SLEEVES UNDER PVC SI:EEVE PAVEMENT SECTIONS NT.S. NEED TO BE 16" BELO THE TOP OF PAVEMEN' PAVEMENT X INTERIOR ISLANDS LI=Ut NU -- --- --- EXISTING CONTOUR END m PROPOSED CONTOUR ISLAND PROPERTY BOUNDARY ISLAND BACK OF CURB I I t -^- EXISTING EASEMENT AREA REQUIRED -`" -- PROPOSED P.U.E. L , ' SETBACK S.F. S-6 PROPOSED SANITARY SEWER LINE MINIMUM ABOVE GRADE OR SIDEWALK. W-6 PROPOSED wArm LINE ST ST PROPOSED STORM SEWER LiNE 1 W-18 OVERHEAD ELECTRIC 360 IRRIGATION SLEEVES 2 PROPOSED BUILDING 180 ° a PROPOSED SIDEWALK 3 3 FLOW DIRECTION 180 FIRE HYDRANT ADDITIONAL INTERIOR LANDSCAPE ISLAND 0 GATE VALVES :°: . ...: MARK LOCATION WITH GALVANIZED CARRIAGE BOLT W X 2" EXTEND END 18" BEYOND CONCRETE AND TAPE BOTH ENDS REINFORCING BARS * 40W'HUNE K OR PATH PPLICABLE INSTALL BOLT IN WALK .4 �/fes!/��! 1B. CEI ` 'IFICATE C3 FEQUI ❑ r1' •3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE: PVC SLEEVES UNDER PVC SI:EEVE PAVEMENT SECTIONS NT.S. NEED TO BE 16" BELO THE TOP OF PAVEMEN' PAVEMENT X INTERIOR ISLANDS AWAY ZONE". WORDING MAY NOT BE SPACED END ADDITIONAL ISLAND TOTAL ISLAND ISLAND INTERIOR -- I I t AREA AREA REQUIRED __ISLAND AREA L , ' S.F. S.F. PROVIDED MINIMUM ABOVE GRADE OR SIDEWALK. SIGNS SHALL BE TWELVE INCHES WIDE AND EIA HTEEN S.F. 1 680 360 320 2 392 180 212 3 369 180 189 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 721 SF (204 SF REQUIRED) BIKE RACK DETAIL N.T.S. SANITARY SEWER MANHOLE -b- LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) BUILDING USES 11TL" DEMAM *X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN WATER DEMAND PER LEASE SPACE CONSTRUCTION EXIT 1000 SF RESTAURANT W (28 DAY STRENGTH = 3500 PSI) / MINIMUM 0 GPM rr. ! •• SILT FENCE * 6" PAVEMENT - #4 REBAR 0 18" O.C.E.W. DRIVE THRU AVERAGE 25 GPM MAXIMUM (PEAK) 100 GPM INLET PROTECTION * 5" PAVEMENT - #4 REBAR 0 18" O.C.E.W CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 9,000 SF GENERAL OFFICE 1.5" DOMESTIC WATER METER * VEHICLE LAY OF HOSE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD 3 00 SF LOBBY/ QOMMON AREA FIRE LANE SPECIFICATIONS. SANITARY SEWER DEMAND --�1.1RE I.Aiab` 13,000 SF TOTAL (0 90% OF WATER DEMAND) _.---------------------- ACCESSIBLIt ROS TYPjCA.L CONCRETE PAVING SECTION AVERAGE 22.5 GPM RTS. MAXIMUM (PEAK) 90 GPM 6" SANITARY SEWER LINE 1.04% MIN. '� j pSLOPE 4` 1 A FIXTURE -UNITS = 325 61 P 12" FIXTURE UNITS ALLOWED ,= 700 15,23u !PIPE SLOPE OK =3,812 REFLECTIVE FINISH METAL SIGN » 1. SIGN SHALL COMPLY WITH THE CoCS f^12'x9' REFLECTIVE FINISH METAL SIGN FIRE SERVICE STANDAROS. /� FIRE LANE SIGN DETAIL N.T.S. ORE LANE MARKINGS -2x2 GALVANIZED STEEL TUBE COLUMN 1. ALL CURBS AND CURB ENDS SHALL SET IN CONCRETE FOOTING. PROVIDE BE PAINTED RED WITH FOUR INCH (4') GALVANIZED STEEL CAP WELDED TO WHITE LETTERING STATING "FIRE TOP OF TUBE. PAINT TUBE AND CAP. LANE - NO PARKING - 'mtu CORTIERS GALLERY COOPER'S SUBDIVISION PART OF LOT i, BLOCK 1 COLLEGE STATION, TEXAS SITE P PAWJW ANALYSIS REQUIRED PARKING - 13,000 SF OF OFFICE 1 SPACE PER 250 SF 52 SPACES REQUIRED 9' WIDTH, 20' LENGTH TYP. PROPOSED PARKING- 58 AR ING-58 SPACES PARKING 3 SPACES HANDICAP PARKING 61 SPACES PROVIDED TOTAL ?KING SPACES X 250 SF = 15.250 SF I LJ IQQ U."M IIS CORTIERS GALLERY -f- 4121 STATE HIGHWAY 6 �{ S TOT AL AREA - -1.503 ACRES tion �\ COOPER'S SUBDIVISION FIR OJEC ,4 �� ', PART OF LOT 1, BLOCK 1 OCATION ,4 VOL 9955, PG. 182 ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS r SCALE: 1 "=20' MAY 2014 OWNER/DEVELOPER: SURVEYOR. CORTIERS GALLERY, LLC. BRAD KERR, RPLS NO. 4502 C/O JAMES MURR KERR SURVEYING, LLC 3600 STATE HIGHWAY 6 S, STE 100 409 N. TEXAS AVENUE COLLEGE STATION, TX 77845 BRYAN, TX 77803 (979) 985-5610 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 mi REVIF,w FOS C LI NCE -tSEP 0 6 ?- 14 OLLEGE STATION ENGINEERING SCALE VERTICAL HORIZONTAL PLOTTING SCALE- FILE NAME: 13-297 SHEET c I AWAY ZONE". WORDING MAY NOT BE SPACED 1 MORE THAN FIFTEEN FEET APART. t I I 1 1 i 2. A SIGN TWELVE INCHES (12-) WIDE I I AND EIGHTEEN INCHES (18-) IN I I t HEIGHT SHALL BE MOUNTED IN A ! 1 ( L94TESm CONSPICUOUS LOCATION AT EACH L , ' ENTRANCE TO THE PROPERTY AND AT LOCATIONS J 1. ALL CHARACTERS MUST BE 60•1HE SHOWN. SUCH MINIMUM ABOVE GRADE OR SIDEWALK. SIGNS SHALL BE TWELVE INCHES WIDE AND EIA HTEEN INCH HIGH. WITH COMPANION SIGN TWELVE INCHES (127 WIDE AND SiX ADA SIGN DETAIL INCHES (6') HIGH STATING "TOW -AWAY ZONE". SUCH SIGNS SHALL. BE PAINTED x.Ts ON A WHITE OUND _ SYMBOLS. LEITER A AND BORDER IN RED. CORTIERS GALLERY COOPER'S SUBDIVISION PART OF LOT i, BLOCK 1 COLLEGE STATION, TEXAS SITE P PAWJW ANALYSIS REQUIRED PARKING - 13,000 SF OF OFFICE 1 SPACE PER 250 SF 52 SPACES REQUIRED 9' WIDTH, 20' LENGTH TYP. PROPOSED PARKING- 58 AR ING-58 SPACES PARKING 3 SPACES HANDICAP PARKING 61 SPACES PROVIDED TOTAL ?KING SPACES X 250 SF = 15.250 SF I LJ IQQ U."M IIS CORTIERS GALLERY -f- 4121 STATE HIGHWAY 6 �{ S TOT AL AREA - -1.503 ACRES tion �\ COOPER'S SUBDIVISION FIR OJEC ,4 �� ', PART OF LOT 1, BLOCK 1 OCATION ,4 VOL 9955, PG. 182 ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS r SCALE: 1 "=20' MAY 2014 OWNER/DEVELOPER: SURVEYOR. CORTIERS GALLERY, LLC. BRAD KERR, RPLS NO. 4502 C/O JAMES MURR KERR SURVEYING, LLC 3600 STATE HIGHWAY 6 S, STE 100 409 N. TEXAS AVENUE COLLEGE STATION, TX 77845 BRYAN, TX 77803 (979) 985-5610 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 mi REVIF,w FOS C LI NCE -tSEP 0 6 ?- 14 OLLEGE STATION ENGINEERING SCALE VERTICAL HORIZONTAL PLOTTING SCALE- FILE NAME: 13-297 SHEET c I N /F / v 15REAR \ CITY OF COLLEGE STATION r SETBACK 48.59 ACRES v 3310/321 1 \ ZONED R i i / 1 � 7.5' SIDE SETBACK-\� \\ PAD AND ENCLOSURE LIMITS OF-" DISTURBANCE / -- 275 -- - N /F CITY OF COLLEGE STATION PART OF LOT 1, 1 ACRES 5286/253 ZONED R EXISTING 6 FORCEMAIN L --- 273- -DETENTION 73-^ •DETENTION POND DISCHARGE /-7.5- SiDE SETBACK SQUARE IN HEADWALL TBM 1 N: 10195313.3246 E. 3573816.8555 ELEV : 271.54 20 10 0 20 SCALE IN FEET r � .,x,273 /-2' CURB OPENING MAINTAIN 2% MAX CROSS SLOPE 25' MIN. R. 1 SIDEWALK N /F - BARKER, THOMAS R/ DEBORAH LYNN NEAT LOT 1, BLOCK 1 SAW CUT �. BARKER SUBDIVISION 5101/182 ---1�-- ZONED R i { i s. v 1 1 1 L ` EXISTING 18" WATERLINE tEXISTING 8"SEWER UNE AE AE AE- � EXISTING EDGE OF PAVEMENT JIHIt tlltitiYYAr o TURN DECEL LANE. EXISTING 20' R.O.W. - EASEMENT '430/51 EXISTING 4708/230 ±431.3' WHITE STRIPE TO JACENT EXISTING DRIVEWAY ±251.7' TO ADJACENT EXISTING DRIVEWAY ;!DESIGNED THE SF_AL. APPEARING TIN THIS iItDOCUMENT WAS AUTHORIZED BY SCtZ E 1n�.S�.Srn �/ DEVEN L. DOYEN, P.E., LICENSE NO. 109835 2730 Lon mire, Suite A MAY 14, 2014 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO.12327 SURVEYED DRAWN APPROVED JOB NO. DATE KERR DLD DLO JPS 13-297 MAY 2014 OF *•OEVEN L •DOYEN �11141 is FIRM # 12327 SCHULTZ ENGINEERING, LLC i i SITE SPECIFIC NOTA GENET?At_ NOTES; 24' 1. THE OWNER OF THE PROPERTY IS CORTIERS GALLERY, LLC. THE SUBJEI:T PROPERTY IS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCA'TIOH OF ALL /4'R 15. PART OF LOT 1. BLOCK 1. PROPERTY IS ZONED GC. EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 1.803 ACRES (65,7 1 SF). {N ADVANCE OF CONSTRUCTION IS REQUIRED. DtG TESS: (800) 344-8377 3' 3"R ATMOS ENERGY:: (979) 774-2506 3'R 1' 1/4"R S' 3. DRAII AGEFREPORi AND DETAILS WILL BE PROV#DT� ON THE STORM SEWER SHEETS SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 1 M 4.. LANDSCAPING AND IRRIGATION DESIGN dt ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY( do IRRIGATION PLANS. MINIMIZE EROSION AND PREVENT` SEDIMENT FROM LEAVING THE PROJECT SITE 'THIS 6 7' TO S. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3' 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND 2' 3- 2' 6. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER iT 7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO EVERT RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MtjD FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUN'#Y. TEXAS AND INCORPORATED DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS 3" AREAS. COMMUNITY NO. 48DO83, PANE. NOS. 032SE, MAP N0. 48041CO310E, EFFECTIVE PROJECT.PROJECT.DATE: MAY 16, 2012. _ #4 BARS NOTE: ALL CURBS 6' IN HEIGHT 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT NO. TXR UNLESS NOTED OTHERWISE. 8, ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE ISOOOD REQUIREMENTS FOR CONSTRUCTION SITES. 3/4' X 18" SMOOTH NOTED. 5. PERMANENT VEGETATION WILL. BE ESTABLISHED ON THE DISTURBED AREAS AFTER EXPANSION DOWELS TYPICAL CURB DETAIL 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR (PAVEMENT CONSTRUCTION IS COMPLEiE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS Nrs. DEPTHS. 6. ALL CONSTRUCTION SHALL HE IN ACCORDANCE WITH THE 2012 CITY OF HRVAN/COLLEGE 10. ALL UTILITY LINES (WATER. GAS, SANITARY SEWER, V£RIZON. STORM sgg, ETC.) SHOWN STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL EXISTING CURB I ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON UCTLON CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. TO HE REMOVED KEEP 6` RIS£ TO UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY de INDt]P£NDENT A CIES AND/OR 7 THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART PROPERTY LINE C�APOlDI710�N5 ND FIELD EVIDENCE SHOWN POSITIONS MAY NOT AS -BUILT P FOR SAFETY REQUIREMENTS MATCH FL OF EXISTING GUTTER"\ 3' s 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE THE UDO. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. EX#STING FVMT. 12. ALL STORM SEWER IS PRIVATE. STORM SEWER COVERS SHALT.. BE LAB PRIVATE AND SHALL NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT 6- TO THE PROJECT SiTE. 13. 1MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIALBUILDING LBC E IIB E EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF 10. EX EXISTING RASE " E "D" T' BION JOINT. 100,, 000 SF 15 2,250 GALLONS PER MINUTE. ONE FIREIR£ HYDRANT IS RE4 RED. THE THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL. NOT P 3RiSE ' M ELEV = T/C ELEV. + 3" BUILDING WILL BE FULLY SPRINKLED WHiCH DECREASES THE REQUIRED OW BY 507G ROTECT BELOW (1500 GPM MIN.) AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT DEFORMED TIE BAR HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED RIVEWAY APRON SHALL BE 14. BUILDING SE78ACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF G£ STATION CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE # FOR TYING NEW W (28 -DAY CONCRETE UNIFIED DEVELOPMENT ORDINANCE. WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMTr AND CERTIFICATE CONCRETE TO EXISTING STRENGTH = 3500 PSI) W/ 4 OF OCCUPANCY. CONCRETE PVMT. ONLY. BARS 0 18' O.C.E.W. ASPHALT 15. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE S MEENED FROM "G" EXPANSION JOINT APRONS W/O CURB do GUTTER VIEW OR ISOLATED SO -AS NOT 10 BE VISIBLE FROM ANY PUBLIC RIGHT OF -WAY OR LANDSCAPE ISLAND ANALYSIS: rTYPE SHALL BE ALLOWED ON OPEN RESIDENTIAL DISTRICT WnHIN 150' OF THE SUBJECT LOT. MEASURED FROM A POINT 5 SECLTONAA DITCHED STREET SECTIONS ONLY. FEET ABOVE GRADE: SUCH SCREENING SHALL BE COORDINATED WITH T1 IE BUILDING TOTAL PARKING' 61 SPACES ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE PROPERTY LINEARCHITECTURE PARKING: 44 SPACES i6. SOLID WASTE SANITATION WILL BE PER ROLL OUT TRASH CANS.INTERIOR PARKING: 17 SPACES 17. ANY EXPOSED CONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM�EW OR INTERIOR LANDSCAPE ISLAND REQUIRED: TREATID TO LOOK LiKE A STOW BRICK OR£. OTHER ALTERNATIVES AS OVEO 17 SPA R 61f THE CES X 12 = 204 SF E`NRN CURS TO HAVE ADMINISTRATOR. INCLUDING THE DETENTION POND OUTLET STRUCTURE. A ROLL FACE TtNISHiNG AT RADIUS POINT. P 18. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE ACCESS PROPOSED CONTOUR EASEMENT WILL BE BY THE LOT OWNER OR PROPERTY OWNER'S ASsOC 410N. AMBULATORY RAMP FIRE SERVICE STANDARDS. TOTAL ISLAND SLOPE = 1:12 MAX 19. 100% COVERAGE OF _ _ D pAvING, RD NOT )• EXISTING EASEMENT OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLLECORATIVE ANDS, SWAT M ANDRATIVE DRAINAGE :111111 1 X111111= AREAS, THE PARKING LOT SETBACK, RiGHT OF -WAYS, AND ADJACENT P � PERTY PROPOSED SANITARY SEWER UNI DISTURBED DURING CONSTRUCTION PROPOSED WATER LINE r -NEAT 20. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIE AND 3 SPECIFICATIONS SAW CUT ER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS 3ROJECT. CSU ELECTRICAL CONTACT ELECTRIC PROJECT COORDINATOR "77 01A r CITY OF COLLEGE STATION UTILITIES 979-764-6314 TYPE 'Gr XISTING CURB *GUTTER TO ' EXPANSION A NEAT BE REMOVED - REPLACE STREET 21.7HE DUMPSTERR-ENCLOSURE SHALL. BE A 6' TALL WOODEN OR STONE FACE PER JOINT SAW CUT SURFACING AS NEEDED ARCHITECTURAL DETAILS. THE DUMPST'ER AREA SHALL BE 12' x 12' NO INCLUDING ANY BOLLARDS. IF THE DUMPSTER ENCLOSURE MUST BE REMOVED FOR UR CONSTRUCTION COMMERCIAL DRIVEWAY DETAIL WITHIN THE UTILITY EASEMENT. THEN THE PROPERTY OWNER IS RESPONSEILE FOR THE REPLACEMENT OF THE ENCLOSURE. N.T.S. MARK LOCATION WI SIDEWALK OR PATH --- -�_- -- -- EXISTING CONTOUR '------ PROPOSED CONTOUR 1. SIGN SHALL COMPLY WITH THE CoCS PROPERTY BOUNDARY FIRE SERVICE STANDARDS. TOTAL ISLAND BACK OF CURB FIRE LANE SIGN DETAIL --- EXISTING EASEMENT - '--- --- PROPOSED P.U.E. :111111 1 X111111= SETBACK S-6 PROPOSED SANITARY SEWER UNI W-6 PROPOSED WATER LINE ST ST PROPOSED STORM SEWER LINE W-18 OVERHEAD ELECTRIC �. IRRIGATION SLEEVES 2 PROPOSED BUILDING LANE - NO PARKING - TOW AWAY . PROPOSED SIDEWALK 369 ZONE". WORDING MAY NOT BE SPACED -4 FLOW DIRECTION 1001 FIRE HYDRANT 0 GATE VALVES OSANITARY SEWER MANHOLE AND EIGHTEEN INCHES (18') IN CONSTRUCTION EXIT rrE I I I SILT FENCE {� INLET PROTECTION c- + VEHICLE LAY OF HOSE ^-- RM tom - rm----------- FIRE LANE Ar.I.L'K.,D,C -1- REFLECTIVE FINISH METAL SIGN CORTIERS GALLERY COOPER'S SUBDIVISION PART OF LOT 1, BLOCK I COLLEGE STATION, TEXAS GALVANIZED ` I WHERE APPLICABLE CARRIAGE BOLT V X 2" EXTEND END 18" 1�t BEYOND CONCRETE AND TAPE BOTH ENDS BOLT IN WALK \� 18** _`3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE: PVC SLEEVES I PVC SLEEVE- PAVEMENT . SECT N.Ts. NEED TO BE 16' THE TOP OF PA REINFORCING BARS `-ti- .LME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) * 6" PAVEMENT - #4 REBAR 0 18" O.C.E.W. * 5" PAVEMENT - #4 REBAR 0 18" O.C.E.W. * CONCRETE PAVEMENT SHALL BE CONSTRUCTED P 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. TYPICAL CONCRETE PAVING SECTION N.T.S. VICII\1ITY1 3t R- OW MT. INTERIOR ISLANDS I�lllllh =-' 1. SIGN SHALL COMPLY WITH THE CoCS 2"x9" REFLECTIVE FINISH METAL SiGN FIRE SERVICE STANDARDS. TOTAL ISLAND ISLAND FIRE LANE SIGN DETAIL # AREA AREA REQUIRED N.T.S. :111111 1 X111111= 2x2 GALVANIZED STEEL TUBE COLUMN FIRE LANE MARKINGS 1. ALL CURBS AND CURB ENDS SHALL PROVIDED •�'f X111111, SET IN CONCRETE FODTING. PROVIDE BE PAINTED RED WITH FOUR INCH (4-) S.F. 1 GALVANIZED STEELL, CAP WELDED TO WHITE LETTERING SrATiNG *FIRETOP 320 2 OF TUBE. PAiNT TUBE AND CAP. LANE - NO PARKING - TOW AWAY 212 3 369 ZONE". WORDING MAY NOT BE SPACED I I MORE THAN FIFTEEN FEET APART. I i 2. A SIGN TWELVE INCHES (12') WiDE I i AND EIGHTEEN INCHES (18') IN 6" SANITARY SEWER LINE HEIGHT SHALL BE MOUNTED IN A t I 1 NOTES: CONSPICUOUS LOCATION AT EACH �� ENTRANCE TO THE PROPERTY AND AT A/� 1� 1D 1 1. ALL CHARACTERS MUST BE 60"THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES MINIMUM ABOVE GRADE OR SIDEWALK. . (12") WIDE AND EIGHTEEN PIPE SLOPE OK INCHES HIGH. WITH A COMPANION SIGN TWELVE INCHES (12-7 WIDE AND SiX INCHES (6*) HIGH STATING 'TOW -AWAY ADA SIGN DETAIL ZONE". SUCH SIGNS SHALL BE PAINTED zsrs ON A WHITE BACKGROUND WITH SYMBOLS. LETTER AND BORDER IN RED. CORTIERS GALLERY COOPER'S SUBDIVISION PART OF LOT 1, BLOCK I COLLEGE STATION, TEXAS GALVANIZED ` I WHERE APPLICABLE CARRIAGE BOLT V X 2" EXTEND END 18" 1�t BEYOND CONCRETE AND TAPE BOTH ENDS BOLT IN WALK \� 18** _`3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE: PVC SLEEVES I PVC SLEEVE- PAVEMENT . SECT N.Ts. NEED TO BE 16' THE TOP OF PA REINFORCING BARS `-ti- .LME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH = 3500 PSI) * 6" PAVEMENT - #4 REBAR 0 18" O.C.E.W. * 5" PAVEMENT - #4 REBAR 0 18" O.C.E.W. * CONCRETE PAVEMENT SHALL BE CONSTRUCTED P 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. TYPICAL CONCRETE PAVING SECTION N.T.S. VICII\1ITY1 3t R- OW MT. a-' INTERIOR ISLANDS I�lllllh END ADDITIONAL ISLAND TOTAL ISLAND ISLAND INTERIOR ISLAND # AREA AREA REQUIRED AREA :111111 1 X111111= S.F. S.F. PROVIDED •�'f X111111, MAXIMUM (PEAK) 100 GPM S.F. 1 680 360 320 2 392 180 212 3 369 180 189 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 721 SF (204 SF REQUIRED) a-' I�lllllh I ��il I ■.� � 111111==111111: =11111.- =1 `�rir, r.� 111111=X111111; a'111111�-111111 iIIIIIIoil cllllll. res �. iHE ewr --1111111 111111= LIlllll TI=T r INN illllll� ..�. ..� =[mgr �-'1l r :111111 1 X111111= _REQUIRED DRIVE THRU •�'f X111111, MAXIMUM (PEAK) 100 GPM t 9,000 SF GENERAL OFFICE , 52 SPACES REQUIRED R SITE NOTT'O PROJECT LOCATION PLAN CORTIERS GALLERY 4121 STATE HIGHWAY 6 TOTAL. AREA =1.503 ACRES COOPER'S SUBDI . -SION PART OF LOT 1, BLOCK 1 VOL. 9955, PG, 182 ROBERT STEVENSON SURVEY, A--54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' MAY 2014 OWNER/DEVELOPER: SURVEYOR: CORTIERS GALLERY, I.L.C. BRAD KERR, RPLS NO. 4502 C/O JAMES MURR KERR -SURVEYING, LLC 3600 STATE HIGHWAY 6 S, STE 100 409 N. TEXAS AVENUE COLLEGE STATION, TX 77845 BRYAN, TX 77803 (979) 985-5610. (979) 268--3195 ENGINEER: SCHULTZ ENGINEERING, I.M. Po BOX 11995 COLLEGE STATION, TX 77842 (979)764-390t) E CALE L CALE: 1;1 13-297 SHEET C I ,b:30 IN11 X BIKE RACK DETAIL UTILITY DBAAND PARKING ANALYSIS BUILDING USES WATER DEMAND PER LEASE SPACE PARKING: 1000 SF RESTAURANT W/ MINIMUM 0 GPM _REQUIRED DRIVE THRU AVERAGE 25 GPM OFFICE MAXIMUM (PEAK) 100 GPM 13SP CE PER 250 SF 9,000 SF GENERAL OFFICE 1.5' DOMESTIC WATER METER 52 SPACES REQUIRED R 3-000 SF LOBBY COMMO AEA SANITARY SEWER DEMAND 9' WIDTH, 20' LENGTH TYP. 13,000 SF TOTAL (0 907. OF WATER DEMAND) PROPOSED PARKING: AVERAGE 22.5 GPM MAXIMUM (PEAK) 90 GPM 58 SPACES PARKING 6" SANITARY SEWER LINE 3 SPACES HANDICAP PARKING 0 1.04% MIN. 61 SPACES PROVIDED TOTAL SLOPE A/� 1� 1D 1 FIXTURE UNITS 325 FIXTURE UNITS ALLOWED = 700 61 PARKING SPACES X 250 SF = 15,250 15,250 SF X 25% MAX INTENSE USE PIPE SLOPE OK =3,812.5 SF ALLOWED SITE NOTT'O PROJECT LOCATION PLAN CORTIERS GALLERY 4121 STATE HIGHWAY 6 TOTAL. AREA =1.503 ACRES COOPER'S SUBDI . -SION PART OF LOT 1, BLOCK 1 VOL. 9955, PG, 182 ROBERT STEVENSON SURVEY, A--54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' MAY 2014 OWNER/DEVELOPER: SURVEYOR: CORTIERS GALLERY, I.L.C. BRAD KERR, RPLS NO. 4502 C/O JAMES MURR KERR -SURVEYING, LLC 3600 STATE HIGHWAY 6 S, STE 100 409 N. TEXAS AVENUE COLLEGE STATION, TX 77845 BRYAN, TX 77803 (979) 985-5610. (979) 268--3195 ENGINEER: SCHULTZ ENGINEERING, I.M. Po BOX 11995 COLLEGE STATION, TX 77842 (979)764-390t) E CALE L CALE: 1;1 13-297 SHEET C I ,b:30 IN11 N /F CITY OF COLLEGE STATION PART OF LOT 1, 1 ACRES 5286/253 ZONED R 18 W-18 W-18 At— 'PIE— —�E --AE AE AE AE� —Fivl —TTA_3T LE ST N /F CITY OF COLLEGE STATION 48.59 ACRES 3310/321 ZONED R STATE HIGHWAY 6 Schultz Engineering, LLC 2738 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR DLD DLD JPS 13-297 MAY 2014 N /F BARKER, THOMAS R/ DEBORAH LYNN LOT 1, BLOCK 1 BARKER SUBDIVISION 5101/182 ZONED R W-18 �f 20 10 0 20 SCALE IN FEET PLANTING LEGEND LANDSCAPE POINTS SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS • ..' `~ 3.5" OR LARGER CAL LIVE OAK (Quercus virginiana) 7 300 2100 2.1" -3.4" CAL (Quercus virginiana) CANOPY im 300 CANOPY 1.25" CAL CREPE MYRTLE 1.25" CAL CREPE MYRTLE (EACH CANE) (Lagerstoemia indica) 6 40 240 480 NON -CANOPY NON -CANOPY TOTAL STREETSCAPE: WAXLEAF LIGUSTRUM NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE 5 GAL. (iigustrum japonicum) 36 10 360 SHURB TOTAL: 2700 _ STREETSCAPE TREES QUANTITY TOTAL POINTS LIVE OAK 2.1" -3.4" CAL (Quercus virginiana) 2 im 300 CANOPY - 1.25" CAL CREPE MYRTLE (EACH CANE) (Lagerstoemia indica) 12 480 NON -CANOPY TOTAL STREETSCAPE: 780 NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE CORTIERS GALLERY COOPER`S SUBDIVISION PART OF LOT 1, BLOCK 1 COLLEGE STATION, TEXAS IRRIGATION SLEEVES 2-3" PVC PIPES POINTS PER PROJECT AREA: 65,471 SQUARE FEET OF SITE AREA 65,471 SF / 1,000 = 65.5 65.5 x 30 = 1,965 POINTS ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: [(214-15)/50] x 300 POINTS = 1,194 POINTS TOTAL POINTS REQUIRED: 1965 + 1,194 3,159 POINTS TOTAL POINTS PROPOSED: 3480 POINTS (2400 POINTS FROM CANOPY TREES = 697.) STATE HIGHWAY 6 STREETSCAPE: CANOPY TREES (1 PER 25'): 199 / 2V = 8 CANOPY TREES REQUIRED 2 CANOPY TREES PROVIDED 12 NON—CANOPY TREES PROVIDED* * 2 NON—CANOPY TREES COUNT AS 1 CANOPY TREE GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK ( NOT LOOSE, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT - __ PROPERTY DISTURBEDDURINGCONSTRV TIDI.._..— LANDSCAPE PLAN IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. LOCATION WITH GALVANIZED 21AGE BOLT %" X 2" EXTEND END 18". BEYOND CONCRETE AND TAPE BOTH ENDS SIDEWALK OR PATH WHERE APPLICABLE BOLT IN WALK 4 d 3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE: PVC SLEEVES UNDER PVC SLEEVE PAVEMENT SECTIONS NEED TO BE 16" BELOW rxs THE TOP OF PAVEMENT. SCALE VERTICAL HORIZONTAL PLOTTING SCALE 1:1 FILE NAME: 13-297 SHEET Ll 14-11 psil5114 g:?o r3 i 11 7.5' SIDE -- SETBACK PAD AND ENCLOSURE /, �" •�., r SEE ,rpF�tFiC NOTES. • \ N/F '\ SQUARE IN HEADWALL GENERAL NOTES: v 15 REAR , � CITY OF COLLEGE STATION ,.. �' � �, 24` 1. THE OWNER OF THE PROPERTY IS CORtTERS GALLERY, LLC. THE SUBJE PROPERTY IS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALJ {1 / SETBACK �- TBM 1 N: 10195313.3246 1b' PART OF LOT 1. BLOCK 1. PROPERTY IS ZONED GC. EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOUR / 48.59 ACRES -- -- IN ADVANCE OF CONSTRUCTION IS REQUIRED. E: 3573816.8555 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 1.503 ACRES (65,741 SF). DIG TtSS: (Boa) 3M1-5377 \ 3310/321 ... EL£V : 271.54 3` 3"R ATMOS ENERGY: (979) 774-2506 / / \ ZONED R 3`R I" 1 4"R 5 3. &DRAIN INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS SUDDEN LINK COMMUNICATIONS: (979) 595-2429 / !k DRAINAGE REPORT VERIZON: (979) 821-4770 ; 71/ `41 4. LANDSCAPING AND IRRIGATION DESIGN do ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE ' *E r �} 1 do IRRIGATION PLANS. MMINIMIZETHE EROOSION AND PREEVVENT' SEDDIIMENT FROM TOUSE THE WHATEVER SITNEE. THIS w INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY 7' 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.Q. 275?yq 2" 3" 3' 3` 2" 6, TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING. AND MAINTAINING THE EROSION AN SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFI P D BER 275.7 - --- __ ___. _ __ 23s 7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO EVERY RAINFALL EVENT OF 1/2' OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUI " FEMA tT.00p INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED DEPOSITED ON THE ADJACENT STREETS AS i4 RESULT OF THE CONSTRUCTION OF THIS N0. 480083, PANEL NOS. 032SE, MAP N0. 48041CO310E, EFFECTIVE PROJECT. ST ST --§T--ST--""ST' --"ST` S' 2'F 7� ST fiT ST ST ST � ST - 3' L DATE: MAY t6. 2012. 274 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL. PERMIT N0. TXR --4 BARS NOTE: ALL CURBS 6` IN HEIGHT 8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 773- . _ ~" - 3/4" X 18" SMOOTH UNLESS NOTED OTHERWISE NOTED. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER EXPANSION DOWELS TYPICAL CURB DETAIL CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. ___74 �__ 9. ALL PAVEMENT SHALL BE CONCRETE REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. 274. CONCRETE FLUME ' NTS' S. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COU.E( DETENTION POND ' �a 20 10 0 20 sToRm ETC.STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL Z a 4 ` EXISTING CURB lk t0. ARE UTILITY FROM LINES EAT G� CORD INFORMATIONAZ BASED ON COnrn NSiR' UCTION SHOWN CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER`S OFFICE ` - :..T...�...' 7 o -a-... S SCALE IN FEET KEEP 6' RISE TO LLTY�MAAP FLE DENTS OBTAINED OWNFROM CITYN.S INDEPENDENT AGB CIES TO BE REMOVED PROPERTY ABOVE GROUNDT AS -BUILT 7- THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPAR DETENTION POND P FOR TRENCH SAFETY REQUtRE?IENTS DISCHARGE MATCH FL OFEj °S' 4 EXISTING GUTTER 3 . 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY 1N ACCORDANCE WITH THE UDO. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS I5 ~-- ESTABLISHED. EXISTING PVMT. 12. ALL STORM SEWER IS PRIVATE STORM SEWER COVERS SHALL BE LABELLED PRIVATE AND -- -_ 7.5' SIDE .�- �-� " SHALL NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. S. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT --- SETBACK 6 TO THE PROJECT SITE. 1 1. _ ^- -- 13. THE MiNIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING 18C TYPE !IB OF 1O- EXiERtOR BUILDING AND SiTE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 0 ` �- EXISTING BASE 3" RISE E "D" EXPPSION JOINT. 10,000 SF IS 2,250 GALLONS PER MINUTE. ONE FIRE HYDRANT IS REQUIRED. THE ELEV = T/C ELEV. } 3' BUILDING WILL BE FULLY SPRINKLED WHICH DECREASES THE REQUIRED FLOW 8Y 509G THE UNIFIED DEVELOPMENT ORDINANCE THE UGtLi SOURCE SHALL NOT PROJECT BELOW HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED 275 2jS (1500 GPM MIN.) AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LiM DEFORMED TIE 8AR RIVELVAY APRON SHALL @E CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE PLEASE NOTE THAT COMPUAN -- 75 ? 31 4 X 18" O.C. 6" (28 -DAY CONCRETE 14 BUILDING SETBACK ONES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERIFICA 1 \ # FOR TYINGRETE O STRENGTH = 3500 PSI) W/ 4 UNIFIED DEVELOPMENT ORDINANCE. OF OCCUPANCY. CONCRETE TO EXISTING 12' CONCRETE PVMT. ONLY. BARS 0 18' O C.E.W. ASPHALT 15. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREWED FROM do GUTTER VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR LANDSCAPE ISLAND ANALYSIS: '~- \ TYPE "Cr EXPANSION JOINT SHALL BE ALLOWED ON OPEN RESIDENTIAL DISTRICT WITHIN 15W OF THE SUBJECT LOT, MEASURED FROM A POINT 5 ' 2' CURB I j 2' CURB SECTION AA DITCHED STREET SECTIONS ONLY. FEET ABOVE GRADE< SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING TOTAL PARKING: 61 SPACES OPENING OPENING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE e4 s 2' CURB OPENING ! PROPERTY LINE NT IPH R ERAL PARKING: 44 SPACES SPACES r \ ! i6. SOLID WASTE SANITATION WILL BE PER ROLL OUT TRASH CANS. 9 i- 17. ANY EXPOSCONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM VIEW OR INTERIOR LANDSCAPE ISLAND REQUIRED: ` VARIES ED TREATED TO LOOK LIKE A SLHNE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE 17 SPACES X 12 = 204 SF LIMITS OF - RERR1 AN MAINTAIN Zr ETURN CURB TO HAVE ADMINISTRATOR. INCLUDING THE DETENTION POND OUTLET STRUCTURE DISTURBANCE / 16 PROPOSED PARKING SPACES MAX CROSS SLOPE A ROLL FACE DIMINISHtNG Al! TYPE 'p" AT RADIUS POINT. 18. THE OWNERSHIP AND EASEMENT WILL BE BY T MAINTENANCE O ER OR �PROpE�itY OWNER SASSOCCR05S ACCESS / , I 25 MIN• R. LONGRUDiNAL 19. 10076 COVERAGE OF GROUNDCOVER. DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE). / f FERE LANE NOn SIDEWAUC /-REMOVE CURB JOINT AMBULATORY RAMP ELECTRICAL OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES SAND DRAINAGE 2It ` \ _ / THRU RAMP SLOPE = 1:12 MAX - -- 275 - - - / / -1 VT(P- �3� 4/ SERVICE PER N F DIST RB�EDEDURING CONSTRUCTIONARKING LO`r K' �GtiT OF -WAYS. AND AEl,WCENT PROPERTY �. CSU PLAN AND BARKER, THOMAS R/ L W-6 C13 LOCATION WI WHERE APPLICABLE j O W WW O 1` 6' : v ¢ CO) z { N /F o- { CITY OF COLLEGE STATION 23,5' , A .: (n On I PART OF LOT 1, 1 ACRES 10.5' 5286/253 DRIVE THRU I r r N { ZONED R WINDOW f ORDER ! °• j� ¢ ¢ co J WINDOW PROPOSED 2 /STORY I a j 8UILDII4G Z 1 FF=271.00 a o j 13,00© SF a ' j ry 5 ROPOSED 30' 'MAIC HEIGHT ! 20' 0) 20' j x,15 FDC LOCATION / ^ _ � . • fry � /a � _ \ _ _ ° ACCESSIBLE ® ROUTE Dition\ ADA RAMP ' z D D• _ Crts'DD e. n� BIKE :r w ADA SiG / r n v . RACK. ° . 'i} ; 24' RS \ Q p �..' .jL. ..1. err Lr. •.Q.t• .,6 .,�.,�.....sA� \ i •' E••. PARKING \ PARKING STAND 2 81 ADA RAMP 276 j N ISLAND 1 XISTING 25' / fF"" nREr LAN TOTAL AREA =1.503 ACRES / ±680 SF c 9' 27g v' SPECULATIONS BACK OF CURB DEBORAH LYNN LOT 1, BLOCK ! EXISTING EASEMENT 20. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION _11 -HES AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS SPECIFICATIONS PROJECT. AREA REQUIRED ' / S-6 .#. / W-6 PROPOSED WATER LINE ST ST \ 946/22 4708/230 3 Ory SAW CUT SAW CSU ELECTRICAL CONTACT: ELECTRIC PROJECT COORDINATOR T e `�' A. a" a PROPOSED SIDEWALK fro / 'A, -4 -` '(} SX � ` 0 �' BARKER SUBDIVISION SANITARY SEWER MANHOLE CITY OF COLLEGE STATION UTILITIES 979-764-6314 CONSTRUCTION EXIT i err i CITY OF COLLEGE STATION EXISTING 25' UTILITY EASEMENT %=mcp 2-3" PVC IRR. SLEEVES `\ (® 907. OF WATER DEMAND) u' a °°°' . 'D FIRE LANE ay ACCESSIBLE ROUTE 5101/182 �1� CURB & GUTTER TO A MAXIMUM (PEAK) 90 GPM EASEMENT EXISTING 18" 765/250, 946/22,4708/230 6" SANITARY SEWER UNE (EYP.} I •per,, I WATERLINE t� UE_.�� /(A ZONED R EXPANSION BE E REMOVED - REPLACE STREET JOINT SAW CUT SURFACING AS NEEDED 21. THE DUMPSTix2 ENCLOSURE SHALL BE 6' TALL W STONE FENCE WOODEN OR ARCHITECTURAL DETAILS. THE DUMPSTEft AREA SHALE. BE 12' X 12' NOTj PER P INCLUDING ANY EXISTING PARKIN ROPOSED?S WATER METER o' --!- _ { 2,1y � ,. a b. ° $"SEWER UNEISLAr ±294NSF =3,812.5 SF ALLOWED I BOLLARDS. IF THE ENCLOSURE MUST BE REMOVED FOR THE CONSTRUCTION CT ON { w D 4` ' i a D N' D V} PARKING 1 { COMMERCIAL DRIVEWAY DETAIL THE iif OWNER IS REPLACEMENT OF THE ENCLOSURE FOR W-18 _ E� -'AE � ° 4 ? t3L 276 ISLAND 3 { N.T.S. 2U FIRE HYDRANT ASSEMBLY --5- - s �- -s- $--- 30 i -S- --5- -. S' SIDEWALK 2TO" j -� �! --S-8 -S- =8 = S- CURB OPENING / �.. ±369 SF { MARK SIDEWALK OR PATH L W-6 C13 LOCATION WI WHERE APPLICABLE j O W WW O 1` 6' : v ¢ CO) z { N /F o- { CITY OF COLLEGE STATION 23,5' , A .: (n On I PART OF LOT 1, 1 ACRES 10.5' 5286/253 DRIVE THRU I r r N { ZONED R WINDOW f ORDER ! °• j� ¢ ¢ co J WINDOW PROPOSED 2 /STORY I a j 8UILDII4G Z 1 FF=271.00 a o j 13,00© SF a ' j ry 5 ROPOSED 30' 'MAIC HEIGHT ! 20' 0) 20' j x,15 FDC LOCATION / ^ _ � . • fry � /a � _ \ _ _ ° ACCESSIBLE ® ROUTE Dition\ ADA RAMP ' z D D• _ Crts'DD e. n� BIKE :r w ADA SiG / r n v . RACK. ° . 'i} ; 24' RS \ Q p �..' .jL. ..1. err Lr. •.Q.t• .,6 .,�.,�.....sA� \ i •' E••. PARKING \ PARKING STAND 2 81 ADA RAMP 276 j N ISLAND 1 XISTING 25' ---- -- -- ---- }392 SF / / TOTAL AREA =1.503 ACRES / ±680 SF c 9' END PROPERTY BOUNDARY P.U.E. BACK OF CURB ISLAND EXISTING EASEMENT j R? PROPOSED P.U.E. AREA REQUIRED 765/250 S-6 .#. / W-6 PROPOSED WATER LINE ST ST PROPOSED SfORAf SEWER UNE 946/22 4708/230 3 Ory IRRIGATION SLEEVES Nv1 T e `�' A. a" a PROPOSED SIDEWALK 6 / 'A, -4 �"� cis '(} SX � RANT FILE HYDRANT 0 �' / SANITARY SEWER MANHOLE 5 - 9' PARKING SPACES I CONSTRUCTION EXIT i err i CITY OF COLLEGE STATION EXISTING 25' UTILITY EASEMENT %=mcp 2-3" PVC IRR. SLEEVES `\ (® 907. OF WATER DEMAND) 2- 8' HANDICAP PARKING SPACES I w 1 - 11' HANDICAP PARKING SPACES I 25' PRIVATE CROSS ACCESS FIRE LANE --------------------R- ACCESSIBLE ROUTE NTS. MAXIMUM (PEAK) 90 GPM EASEMENT EXISTING 18" 765/250, 946/22,4708/230 6" SANITARY SEWER UNE (EYP.} I •per,, I WATERLINE � /(A ADA RAMP 13 PROPOSED PARKING SPACES m P EXISTING PARKIN ROPOSED?S WATER METER FIXTURE UNITS ALLOWED = 700 --!- _ { 2,1y $"SEWER UNEISLAr ±294NSF =3,812.5 SF ALLOWED LOCATIONS PARKING { _ PARKING { i w ""-' � o g* 2�5 { 9' ISLAND ±402 SF 18 W 18 W-18 1 ISLAND W-18 r W- -±425 SF Y- W-1 Wy 1 -18 W 1 W- 8 W-18 _ E� -'AE � „ E � PROPOSED ! ' 2U FIRE HYDRANT ASSEMBLY --5- - s �- -s- $--- 30 i -S- --5- °' .i S' SIDEWALK 2TO" j -� �! --S-8 -S- =8 = S- CURB OPENING / �.. LEGEND ---- -- -- ---- EXISTING CONTOUR TOTAL AREA =1.503 ACRES PROPOSED CONTOUR END PROPERTY BOUNDARY !BLAND BACK OF CURB ISLAND EXISTING EASEMENT -- PROPOSED P.U.E. AREA REQUIRED SETBACK S-6 PROPOSED SANITARY SEWER LINE W-6 PROPOSED WATER LINE ST ST PROPOSED SfORAf SEWER UNE :., W-18 OVERHEAD ELECTRIC 1 IRRIGATION SLEEVES 360 PROPOSED BUILDING e `�' A. a" a PROPOSED SIDEWALK 6 212 -4 FLOW DIRECTION '(} SX � RANT FILE HYDRANT 0 GATE VALVES 0 SANITARY SEWER MANHOLE SPECIFICATIONS. CONSTRUCTION EXIT i err i SILT FENCE %=mcp INLET PROIEC TON (® 907. OF WATER DEMAND) VEHICLE LAY OF HOSE - LANA FIRE LANE --------------------R- ACCESSIBLE ROUTE GALVANIZED CARRIAGE BOLT V INSTALL X 2" BOLT IN WALK 4 d d EXTEND END 18" ��•,\ BEYOND CONCRETE AND TAPE BOTH ENDS 18ti' af, `3- SCH 40 PVC PIPE 12" BELOW TOP OF GRADE iYP, *NOTE- PVC SLEEVES UNDER I PVC SLEEVE PAVEMENT SECTION$' NEED TO BE =i6 low NTS.- THE TOP OF PAVEMENT.` STEEL REINFORCING BARS CONCRETE PAVEMENT4- J•.3s'«-I 4 e ,1 �..'^ --•= °t--+-.�Y=-rbq-•-e , X rr� , 1;111111- INTERIOR ISLANDS r allmot TOTAL AREA =1.503 ACRES sM END ADDITIONAL !BLAND TOTAL ISLAND ISLAND INTERIOR ISLAND # AREA AREA REQUIRED AREA * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN S.F. S.F. PROVIDED - 1000 SF RESTAURANT W/ 0 GPM AVERAGE 25 GPM S.F. 1 680 360 320 2 392 180 212 3 369 180 189 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 721 SF (204 SF REQUIRED) rr� , 1;111111- r allmot TOTAL AREA =1.503 ACRES sM i mmw - rrr� ,relrte. HIM==111111.1111111011111100000000l ME}1111�®il Ii1N 111. 111111��111111- Hill, = PROJECT r ;111111 =1 [ -,u 11' ...1..11 11 1 rwr� 111111�,�111111: -Hill .1111111- w111�11= 6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) mo -mom El i = 'n PAWJNG ANALYSIS * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN �• r��, i 111=11 - 1000 SF RESTAURANT W/ 0 GPM AVERAGE 25 GPM t * 6" PAVEMENT - 4 " # REBAR 0 18O.C.E.W. , I MAXIMUM (PEAK) 100 GPM 13,000 SF OF OFFICE 1 SPACE PER 250 SF 1 ' C> SKNA'TM 4PARKM --AE E AE AE ,A AE E AE AE AE / / �r~RESERVED 25' FRONT -AE AE AE AE AE- t2 x18" REFLECTIVE FINISH METAL SIGN Qty SETBACK _ ���....-s_�b_ -}� 8--FFRr�O,- S- r , ,tu1-•$- ..Elul--$- -PCN -E-' -Ffv13 ----274T� CONCRETE FLUME NOS, k ST •,-,_ T_ -Z- ST _ ST ST � •,,�,�- -- --" " t. SIGN SHALT COMPLY WITH THE coCs 1Q0' 274 - 2;---274-50* '?T3----^� - - - - 3 12'k9" REFLECTIVE FINISH METAL SiGN FIRE SERVICE STANDARDS. ,y1 EXISTING EDGE " - - ,_ EXISTING a5 - ` - - " -" -' -- - - -- --- - -. - - - - - - ....,_ ,` -274- OF PAVEMENT - � 6" � FIRE LANE SIGN DETAIL 6" FORCEMAIN 1$" TxDOT _ - - _ - __ _ _ NT.& - DRIVEWAY CULVERTS , - -�-. -- _ - _ - - - - - - 275- - -- - - - _ _ _ _ - - BAF LANE MARKINGS - 2X2 GALVANIZED STEEL TUBE COLUMN 1. ALL CURBS AND CURB ENDS SHALL SET IN CONCRETE FOOTING. PROVIDE BE PAINTED RED WITH FOUR INCH (4') GALVANIZED STEEL CAP WELDED TO WHITE LETTERING SrAMNG 'FIRE CITY OF BRYAN---yTDP OF TUBE PAINT TUBE AND CAP. STATE HIGHWAY 6 PROPOSED RIGHT LANE - No PARKING -Tow AWAY ZONE`. WORDING MAY NOT BE SPACED TURN DECEL LANE • MORE THAN FIFTEEN FEET APART. EXISTING 20 R.O.W. 1 1 EASEMENT 1 1 2. A SIGN TWELVE INCHES (12') WiDE 430/51 EXISTING 31 I 1 ( AND EIGHTEEN INCHES (18') IN 4708/230 ±431.3' WHITE STRIPE ( I I f HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH TO JACENT EXISTING DRIVEWAY ±251.7' ► I NOTES, ENTRANCE TO THE PROPERTY AND AT TO ADJACENT EXISTING DRIVEWAY ^ 1r- 3" M[N L U� 1. ALL CHAR4CTERS MUST HE 60" THE LOCATIONS SHOWN. SUCH MINIMUM ABOVE GRADE OR SIDEWALK. SIGNS SHALL HE TWELVE INCHES (t2'j WiDE AND EIGHTEEN -"tet INCHES HiGH, WITH A COMPANION SIGN TWELVE INCHES (127 WIDE AND SIX INCHES (611) HIGH STATING TOW -AWAY ADA SIGN DETAIL ZONE". SUCH SIGNS SHALL BE FAINTED KTIS. ON A WHITE BACKGROUND WITH SYMBOLS LEITER AND BORDER IN RED. ....� --. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY Schultz En'gineeraing, LLC DICEN E DOYEN, P.E., LICENSE N0. 109$35 2730 Longmire, Suite A MAY 14, 2014 College Station, Texas 77845 ISSUED FOR REVIEW 979.74.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-297 MAY 2014 ,� r:.•N..: :. DEVEN L DOYEN.... 109835 j{�( w�t �! • FIRM # 12327 SCHULTZ ENGINEERING, LLC CORTIERS OALLER.Y' COOPER'S SUBDIVISION PART OF LOT I, BLOCK. I COLLEGE STATION, TEXAS /iI1111 _�/ SITE N NUrTOSCAM CORTIERS GALLERY 4121 STATE HIGHWAY S TOTAL AREA =1.503 ACRES , Wz - BIKE RACK DETAIL PROJECT PART OF LOT 1, BLOCK 1 LOCATION 6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) BUILDING USES LffLffY DBAAND PAWJNG ANALYSIS * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN WATER DEMAND PER LEASE SPACE MINIMUM REQUIRED PARKING: (2$ DAY STRENGTH = 3500 PSI) 1000 SF RESTAURANT W/ 0 GPM AVERAGE 25 GPM * 6" PAVEMENT - 4 " # REBAR 0 18O.C.E.W. DRIVE THRU MAXIMUM (PEAK) 100 GPM 13,000 SF OF OFFICE 1 SPACE PER 250 SF * 5" PAVEMENT -- #4 REBAR 0 18" O.C.E.W. 9,000 SF GENERAL OFFICE 1.5" DOMESTIC WATER METER 52 SPACES REQUIRED * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 3600 STATE HIGHWAY 6 S, STE 100 409 N. TEXAS AVENUE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD 3.000 SF LOBBY COMMON AREA 9' WIDTH, 20' LENGTH TYP. SPECIFICATIONS. SANITARY SEWER DEMAND ENGINEER: 13,000 SF TOTAL (® 907. OF WATER DEMAND) PROPOSED PARKING: TYPICAL CONCRETE PAVING SECTION PO BOX 11995 AVERAGE 22.5 GPM NTS. MAXIMUM (PEAK) 90 GPM 58 SPACES PARKING 6" SANITARY SEWER UNE 3 SPACES HANDICAP PARKING ® 1.047v MIN. 61 SPACES PROVIDED TOTAL � /(A SLOPE VICINI 1 Y 1�'1 1 1 j1. j�'1(1 P FIXTURE UNITS = 325 61 PARKING SPACES X 250 SF = 15,250 FIXTURE UNITS ALLOWED = 700 15,250 SF X 257. MAX INTENSE USE () PIPE SLOPE OK =3,812.5 SF ALLOWED 1 ' C> SKNA'TM 4PARKM --AE E AE AE ,A AE E AE AE AE / / �r~RESERVED 25' FRONT -AE AE AE AE AE- t2 x18" REFLECTIVE FINISH METAL SIGN Qty SETBACK _ ���....-s_�b_ -}� 8--FFRr�O,- S- r , ,tu1-•$- ..Elul--$- -PCN -E-' -Ffv13 ----274T� CONCRETE FLUME NOS, k ST •,-,_ T_ -Z- ST _ ST ST � •,,�,�- -- --" " t. SIGN SHALT COMPLY WITH THE coCs 1Q0' 274 - 2;---274-50* '?T3----^� - - - - 3 12'k9" REFLECTIVE FINISH METAL SiGN FIRE SERVICE STANDARDS. ,y1 EXISTING EDGE " - - ,_ EXISTING a5 - ` - - " -" -' -- - - -- --- - -. - - - - - - ....,_ ,` -274- OF PAVEMENT - � 6" � FIRE LANE SIGN DETAIL 6" FORCEMAIN 1$" TxDOT _ - - _ - __ _ _ NT.& - DRIVEWAY CULVERTS , - -�-. -- _ - _ - - - - - - 275- - -- - - - _ _ _ _ - - BAF LANE MARKINGS - 2X2 GALVANIZED STEEL TUBE COLUMN 1. ALL CURBS AND CURB ENDS SHALL SET IN CONCRETE FOOTING. PROVIDE BE PAINTED RED WITH FOUR INCH (4') GALVANIZED STEEL CAP WELDED TO WHITE LETTERING SrAMNG 'FIRE CITY OF BRYAN---yTDP OF TUBE PAINT TUBE AND CAP. STATE HIGHWAY 6 PROPOSED RIGHT LANE - No PARKING -Tow AWAY ZONE`. WORDING MAY NOT BE SPACED TURN DECEL LANE • MORE THAN FIFTEEN FEET APART. EXISTING 20 R.O.W. 1 1 EASEMENT 1 1 2. A SIGN TWELVE INCHES (12') WiDE 430/51 EXISTING 31 I 1 ( AND EIGHTEEN INCHES (18') IN 4708/230 ±431.3' WHITE STRIPE ( I I f HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH TO JACENT EXISTING DRIVEWAY ±251.7' ► I NOTES, ENTRANCE TO THE PROPERTY AND AT TO ADJACENT EXISTING DRIVEWAY ^ 1r- 3" M[N L U� 1. ALL CHAR4CTERS MUST HE 60" THE LOCATIONS SHOWN. SUCH MINIMUM ABOVE GRADE OR SIDEWALK. SIGNS SHALL HE TWELVE INCHES (t2'j WiDE AND EIGHTEEN -"tet INCHES HiGH, WITH A COMPANION SIGN TWELVE INCHES (127 WIDE AND SIX INCHES (611) HIGH STATING TOW -AWAY ADA SIGN DETAIL ZONE". SUCH SIGNS SHALL BE FAINTED KTIS. ON A WHITE BACKGROUND WITH SYMBOLS LEITER AND BORDER IN RED. ....� --. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY Schultz En'gineeraing, LLC DICEN E DOYEN, P.E., LICENSE N0. 109$35 2730 Longmire, Suite A MAY 14, 2014 College Station, Texas 77845 ISSUED FOR REVIEW 979.74.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-297 MAY 2014 ,� r:.•N..: :. DEVEN L DOYEN.... 109835 j{�( w�t �! • FIRM # 12327 SCHULTZ ENGINEERING, LLC CORTIERS OALLER.Y' COOPER'S SUBDIVISION PART OF LOT I, BLOCK. I COLLEGE STATION, TEXAS /iI1111 _�/ SITE N NUrTOSCAM CORTIERS GALLERY 4121 STATE HIGHWAY S TOTAL AREA =1.503 ACRES COOPER'S SUBDMSION PROJECT PART OF LOT 1, BLOCK 1 LOCATION VOL. 9955, PG. 182 ROBERT STEVENSON SURVEY, A--54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' MAY 2014 OWNER/DEVELOPER: SURVEYOR: CORTIERS GALLERY, LLC. BRAD KERR. RPLS NO. 4502 C/0 JAMES MURR KERR SURVEYING, LLC 3600 STATE HIGHWAY 6 S, STE 100 409 N. TEXAS AVENUE COLLEGE STATION, TX 77845 BRYAN, TX 77803 (979) 985-5610 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, I.L.C. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 PLAN SCALE VERTICAL HORIZONTAL PLOTTING SCALE # •# FILE NAME: 13-297 18 / 1A N/F / 15REAR CITY OF COLLEGE STATION / r SETBACK \ 48.59 ACRES 3310/321 i / \ ZONED R r f �f 1 / ... _ 7.5' SIDE -�• ...,., SETBACK-\� PAD AND ENCLOSURE LIMITS OF--' DISTURBANCE / f f f f -275 ^ __......_ f N/F CITY OF COLLEGE STATION PART OF LOT 1, 1 ACRES 5286/253 ZONED R 6" FORCEMAIN EXISTING 20' R.O.W. EASEMENT '430/51 4708/230 ..-. -- 273-^-r- DETENTION POND DISCHARGE r7.V SIDE SETBACK S_ QUARE IN HEADWALL TBM 1 N: 10195313.3246 E: 3573816.8555 ELEV : 271.54 20 10 0 20 SCALE IN FEET SLECTRiCAL ERVICE PER CSU PLAN AND SPECULATIONS CURB OPENING r/ MAINTAIN 29 j MAX CROSS SLOPE j 25' MIN. R. i SIDEWALIC N/F BARKER, THOMAS R/ DEBORAH LYNN LOT 1, BLOCK 1 SAW CUT BARKER SUBDIVISION 5101/182 ---�1�-- EXISTING 18" WATERLINE -EXISTING 8"SEWER LINE ..--��--AE AE AE--• EXISTING EDGE OF PAVEMENT T h i c nron rvH r e TURN DECEL LANE EXISTING ±251.7' - --- WHITE STRIPE /fir..... ,..... --- THE SEAL APPEARING ON THIS ^ ■ • DOCUMENT WAS AUTHORIZED BY Schultz Engineering, LLC LICENSE E DOYEN, P.E., LICENSE NO. 109835 2730 Longmire, Suite A JULY 18, 2014 College Siatian, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOS NO. DATE KERR :SIGNED DLD JPS 13-297 JULY 2014 ���siwn�s DEVON L OQYEN 109835 / .� �cecis FIRM # 123' 7 SCHULTZ ENGINEERING, LLC SITE S_PECIFIQ NOTES., DENERAL NOTES: /4" 24" 1. THE OWNER OF THE PROPERTY is CORMM GALLERY. I.I.C. THE SUBJECT PROPERTY IS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERKEYING THE EXACT LOCATION OF ALL R 15» PART OF LOT 1, BLOCK 1. PROPERTY iS ZONED GC. EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 1.503 ACRES (65,741 SF). IN ADVAN • OF CONSTRUCTION iS REQUIRED. 3" (800) 344-8377 3"R 1" 5 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS SUDDEN LINK ATMOS ENERGY: (979} 774--2506 1/4'R de DRAINAGE REPORT (979) 595-2429 1 ' 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON Ti E LANDSCAPE Vt3RtZON: (979) 821-4770 & IRRIGATION PLANS. 2. IT 15 THE RH'a`PONSTBiLTIY OF THE CONTRACTOR To USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS 6 ' S. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.D. INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3' " 3. THE CONTRACTOR TS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND 2 3" � 2 6. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. SEDIMENT' CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER 7. THE SUBJEC3 TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO EVERY RAINFALL EVENT OF 1/2. OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY. TEXAS AND INCpRPORATED DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS 3" AREAS. COMMUNITY N0. 480Q83, PANEL NOS. 032SE, MAP NO. 48041CD310E. EFFECTIVE PROJECT. DATE. MAY 16. 2012. = 14 BARS NATE ALL CURBS 6' IN HEIGHT 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT N0. TXR UNLESS NOTED OTHERWISE. 8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE 150000 REQUIREMENTS FOR CONSTRUCTION SITES. = 3/4" X i8` SMOOTH TYPICAL CURB DETAIL NOTED. EXPANSION DOWELS 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER NTS 9. ALL PAVEMENT SHAD. BE CONCRETF- REFER TO TYPICAL SECTION FOR PAVEMENT CONSTRUCTION IS COMPLETE BY HYDROMUL CHING AND SEEDING ALL DISTURBED AREAS, DEPTHS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE 10. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON. STORM SEWER, 'ETI-') SHOWN STATION STANDARD SPECISCA71ONS AND DETAILS UNLESS OTHERWISE NOTED. ALL EIGS71NG CURB de ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE, TO BE REMOVED KEEP fi RISE Ta UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY do INDEPENDENT AGENCIES AND/OR 7, THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART PROPERTY LINE ABOVE EIGROOUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT 7BUILT P FOR TRENCH SAFETY REQUIREMENTS. MATCH FL OF EXISTING GUTTER 3' a 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. EXISTING PVMT. 12. ALL STORM SEWER IS PRIVATE. STORM SEWER COVERS SHALL BE LABELED PRIVATE AND --I-6. SHALL NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. 9. INLET' PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE 13. THE MINIMUM REQUIZ250RGA FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE Iib E 10. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF EXISTING BASE �3_ RISE E EXPSiON JOINT. 10,000 SF 15 2,250 GALLONS PER MINUTE. ONE FIRE HYDRANT IS REQUIRED. THE BY 5THE THE UNIFIED DEY£tOPMENT ORDINANCE. LIGHT SOURCE SHALL NOT PROJECT BELOW ELEV = T/C ELEV. + r BUILDING WILL BE FULLY SPRINKLED WHICH DECREASES THE REQUIRED FLOW OX AN OPAQUE HOUSING AND NO FIXTURE THESHADIRECTLY PROJECT LIGHT (1600 GPM MIN.) HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED DEFORMED TIE SAR RIVEWAY APRON SHALL BE CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE PLEASE NOTE THAT COMPLIANCE 4 X 18" QQ 6' (28 -DAY CONCRETE 14. BUILDING SETBACK LINT SHAH BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION WITH THIS BECTON Will BE VERIFIED AT THE TIME OF BUILDING PERMIT AND COMPLIANT£ # FOR TYING NEW UNIFIED DEVELOPMENT ORDINANt CONCRETE TO EXISTING STRENGTH - 3500 PSI) W/ 4 OF OCCUPANCY. CONCRETE PVMT. ONLY. BARS 0 18 O.C.E.W. ASPHALT 15. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM APRONS W/O CURB & GUTTER VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBUC RIGHT=OF7WAY OR LANDSCAPE ISLAND AN LYS /-TYPE "G" EXPANSION JOINT SHALL BE ALLOWED ON OPEN RESIDENTIAL DISTRICT 141HIN 150' OF THE SUBJECT LOT; MEASURED FROM A' POINT 5 SECTTONAA DITCHED STREET SECTIONS ONLY. FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING TOTAL PARKING: 6t SPACES PROPERTY LINE ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE PERIPHERAL PARKING: 44 SPACES 16. ANY EXPOSED CONCRETE OVER s' IN HEIGHT WILL BE SCREENED FROM VIEWj OR INTERIOR PARKING: 17 SPACES ADMINIS7RENTMTRATOR. TO LOOK LIKE A STONE, BRICK.DETENTION OR OTHER OUTLET AS App 11 BY THE INTERIOR LANDSCAPE ISLAND REQUIRED: ADMINISTRATOR. INCLUDING THE DETENTION POND OUiiET STRUCTURE. 17 SPACES X 12 = 204 SF ETURN CURB TO HAVE 17: THE OWNERSHIP AND MAINTENANCE RESPONSIBiLM OF THE PRIVATE CROS! ACCESS A ROLL FACE DIMINISHING EASEMENT WILL BE BY THE LOT OWNER OR PROPERTY OWNER'S ASSODIATIOt TYPE V LOING17UDINAL AT RADIUS POINT: 18. 10076 COVERAGE OF GROUNDCOVER. DECORATIVE PAVING, DECORATIVE ROCK ✓TINCT LOOSE), /-REMOVE CURB JOINT AMBULATORY RAMP OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALFS AND DRAINAGE THRU RAMP SLOPE - 1:12 MAX DAA THEDPA KING�LOT SSETBACK, RIGHT' -OF -WAYS, AND ADJACENT PROP 'k NSTRUCTION 19. ALL ELECTRICAL IMPROVEMENTS SHALL. BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PR CSU ELECTRICAL CONTACT ELECTRIC PROJECT COORDINATOR SAWTCUT CITY OF COLLEGE STATION UTIUiIES 979-764-6314 Y720. THE DUMPSTER ENCLOSURE SHALL BE A 6' TALL WOODEN OR STONE FENCE'TYPE V PER A LUDING STiNG CURB &GUTTER TO ARCHITECTURAL DETAILS. THE DUMPSTER AREA SHALL. BE 127 x 12' NOT EXPANSION IN OtNG ANY NEAT BE REMOVED - REPLACE STREET BOLLARDS. IF THE DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY ON JOiNT SAW CUT SURFACING AS NEEDED WITHIN THE UTILITY EASEMENT, THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE IiRE COADMCIAI, DRIVEWAY DETAIL REPLACEMENT OF THE ENGLOS N.T.S. -- -- -- ZONED R I � l a 1 l I � l � l 1 N � EXISTING EASEMENT j PROPOSED P.U.E. l SETBACK l PROPOSED SANITARY SEWER LINE w-6 PROPOSED WATER LINE ST ST PROPOSED STORM SEWER LINE THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES OVERHEAD -ELECTRIC -W-18 320 IRRIGATION SLEEVES 392 PROPOSED BUILDING 212 a. PROPOSED SIDEWALK 1$0 FLOW DIRECTION <0 FIRE HYDRANT 0 GATE VALVES QSANITARY SEWER MANHOLE CONSTRUCTION EXIT r ■o i� Jnr SiLT FENCE EXISTING 18" WATERLINE -EXISTING 8"SEWER LINE ..--��--AE AE AE--• EXISTING EDGE OF PAVEMENT T h i c nron rvH r e TURN DECEL LANE EXISTING ±251.7' - --- WHITE STRIPE /fir..... ,..... --- THE SEAL APPEARING ON THIS ^ ■ • DOCUMENT WAS AUTHORIZED BY Schultz Engineering, LLC LICENSE E DOYEN, P.E., LICENSE NO. 109835 2730 Longmire, Suite A JULY 18, 2014 College Siatian, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOS NO. DATE KERR :SIGNED DLD JPS 13-297 JULY 2014 ���siwn�s DEVON L OQYEN 109835 / .� �cecis FIRM # 123' 7 SCHULTZ ENGINEERING, LLC SITE S_PECIFIQ NOTES., DENERAL NOTES: /4" 24" 1. THE OWNER OF THE PROPERTY is CORMM GALLERY. I.I.C. THE SUBJECT PROPERTY IS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERKEYING THE EXACT LOCATION OF ALL R 15» PART OF LOT 1, BLOCK 1. PROPERTY iS ZONED GC. EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 1.503 ACRES (65,741 SF). IN ADVAN • OF CONSTRUCTION iS REQUIRED. 3" (800) 344-8377 3"R 1" 5 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS SUDDEN LINK ATMOS ENERGY: (979} 774--2506 1/4'R de DRAINAGE REPORT (979) 595-2429 1 ' 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON Ti E LANDSCAPE Vt3RtZON: (979) 821-4770 & IRRIGATION PLANS. 2. IT 15 THE RH'a`PONSTBiLTIY OF THE CONTRACTOR To USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS 6 ' S. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.D. INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3' " 3. THE CONTRACTOR TS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND 2 3" � 2 6. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. SEDIMENT' CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER 7. THE SUBJEC3 TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO EVERY RAINFALL EVENT OF 1/2. OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY. TEXAS AND INCpRPORATED DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS 3" AREAS. COMMUNITY N0. 480Q83, PANEL NOS. 032SE, MAP NO. 48041CD310E. EFFECTIVE PROJECT. DATE. MAY 16. 2012. = 14 BARS NATE ALL CURBS 6' IN HEIGHT 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT N0. TXR UNLESS NOTED OTHERWISE. 8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE 150000 REQUIREMENTS FOR CONSTRUCTION SITES. = 3/4" X i8` SMOOTH TYPICAL CURB DETAIL NOTED. EXPANSION DOWELS 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER NTS 9. ALL PAVEMENT SHAD. BE CONCRETF- REFER TO TYPICAL SECTION FOR PAVEMENT CONSTRUCTION IS COMPLETE BY HYDROMUL CHING AND SEEDING ALL DISTURBED AREAS, DEPTHS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE 10. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON. STORM SEWER, 'ETI-') SHOWN STATION STANDARD SPECISCA71ONS AND DETAILS UNLESS OTHERWISE NOTED. ALL EIGS71NG CURB de ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE, TO BE REMOVED KEEP fi RISE Ta UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY do INDEPENDENT AGENCIES AND/OR 7, THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART PROPERTY LINE ABOVE EIGROOUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT 7BUILT P FOR TRENCH SAFETY REQUIREMENTS. MATCH FL OF EXISTING GUTTER 3' a 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. EXISTING PVMT. 12. ALL STORM SEWER IS PRIVATE. STORM SEWER COVERS SHALL BE LABELED PRIVATE AND --I-6. SHALL NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. 9. INLET' PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE 13. THE MINIMUM REQUIZ250RGA FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE Iib E 10. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF EXISTING BASE �3_ RISE E EXPSiON JOINT. 10,000 SF 15 2,250 GALLONS PER MINUTE. ONE FIRE HYDRANT IS REQUIRED. THE BY 5THE THE UNIFIED DEY£tOPMENT ORDINANCE. LIGHT SOURCE SHALL NOT PROJECT BELOW ELEV = T/C ELEV. + r BUILDING WILL BE FULLY SPRINKLED WHICH DECREASES THE REQUIRED FLOW OX AN OPAQUE HOUSING AND NO FIXTURE THESHADIRECTLY PROJECT LIGHT (1600 GPM MIN.) HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED DEFORMED TIE SAR RIVEWAY APRON SHALL BE CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE PLEASE NOTE THAT COMPLIANCE 4 X 18" QQ 6' (28 -DAY CONCRETE 14. BUILDING SETBACK LINT SHAH BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION WITH THIS BECTON Will BE VERIFIED AT THE TIME OF BUILDING PERMIT AND COMPLIANT£ # FOR TYING NEW UNIFIED DEVELOPMENT ORDINANt CONCRETE TO EXISTING STRENGTH - 3500 PSI) W/ 4 OF OCCUPANCY. CONCRETE PVMT. ONLY. BARS 0 18 O.C.E.W. ASPHALT 15. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM APRONS W/O CURB & GUTTER VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBUC RIGHT=OF7WAY OR LANDSCAPE ISLAND AN LYS /-TYPE "G" EXPANSION JOINT SHALL BE ALLOWED ON OPEN RESIDENTIAL DISTRICT 141HIN 150' OF THE SUBJECT LOT; MEASURED FROM A' POINT 5 SECTTONAA DITCHED STREET SECTIONS ONLY. FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING TOTAL PARKING: 6t SPACES PROPERTY LINE ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE PERIPHERAL PARKING: 44 SPACES 16. ANY EXPOSED CONCRETE OVER s' IN HEIGHT WILL BE SCREENED FROM VIEWj OR INTERIOR PARKING: 17 SPACES ADMINIS7RENTMTRATOR. TO LOOK LIKE A STONE, BRICK.DETENTION OR OTHER OUTLET AS App 11 BY THE INTERIOR LANDSCAPE ISLAND REQUIRED: ADMINISTRATOR. INCLUDING THE DETENTION POND OUiiET STRUCTURE. 17 SPACES X 12 = 204 SF ETURN CURB TO HAVE 17: THE OWNERSHIP AND MAINTENANCE RESPONSIBiLM OF THE PRIVATE CROS! ACCESS A ROLL FACE DIMINISHING EASEMENT WILL BE BY THE LOT OWNER OR PROPERTY OWNER'S ASSODIATIOt TYPE V LOING17UDINAL AT RADIUS POINT: 18. 10076 COVERAGE OF GROUNDCOVER. DECORATIVE PAVING, DECORATIVE ROCK ✓TINCT LOOSE), /-REMOVE CURB JOINT AMBULATORY RAMP OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALFS AND DRAINAGE THRU RAMP SLOPE - 1:12 MAX DAA THEDPA KING�LOT SSETBACK, RIGHT' -OF -WAYS, AND ADJACENT PROP 'k NSTRUCTION 19. ALL ELECTRICAL IMPROVEMENTS SHALL. BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PR CSU ELECTRICAL CONTACT ELECTRIC PROJECT COORDINATOR SAWTCUT CITY OF COLLEGE STATION UTIUiIES 979-764-6314 Y720. THE DUMPSTER ENCLOSURE SHALL BE A 6' TALL WOODEN OR STONE FENCE'TYPE V PER A LUDING STiNG CURB &GUTTER TO ARCHITECTURAL DETAILS. THE DUMPSTER AREA SHALL. BE 127 x 12' NOT EXPANSION IN OtNG ANY NEAT BE REMOVED - REPLACE STREET BOLLARDS. IF THE DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY ON JOiNT SAW CUT SURFACING AS NEEDED WITHIN THE UTILITY EASEMENT, THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE IiRE COADMCIAI, DRIVEWAY DETAIL REPLACEMENT OF THE ENGLOS N.T.S. -- -- -- EXISTING CONTOUR SET IN CONCREiE FOOTING. PROVIDE PROPOSED CONTOUR GALVANIZED STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP, WHITE LETTERING STATING 'FIRE PROPERTY BOUNDARY LANE - NO PARKING - TOW AWAY TOTAL ISLAND BACK OF CURB I ---- EXISTING EASEMENT ---- PROPOSED P.U.E. AND EIGHTEEN INCHES (18') IN SETBACK S-6 PROPOSED SANITARY SEWER LINE w-6 PROPOSED WATER LINE ST ST PROPOSED STORM SEWER LINE THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES OVERHEAD -ELECTRIC -W-18 320 IRRIGATION SLEEVES 392 PROPOSED BUILDING 212 a. PROPOSED SIDEWALK 1$0 FLOW DIRECTION <0 FIRE HYDRANT 0 GATE VALVES QSANITARY SEWER MANHOLE CONSTRUCTION EXIT r ■o i� Jnr SiLT FENCE INLET PROTECTION VEHICLE LAY OF HOSE THE LOS- FIRE LANE ---------------------- AMNSiRI F MUM REFLECTIVE FINISH METAL SIGN 1. SIGN SHALL COMPLY WITH THE Cocs REFLECTIVE FINISH METAL SiGN FERE SERVICE STANDARDS, FIRE LANE SIGN DETAIL N.T.S. fME LANE MARKINGS 2x2 GALVANIZED STEEL TUBE COLUMN ,2 I. ALL CURBS AND CURB ENDS SHALL SET IN CONCREiE FOOTING. PROVIDE BE PAINTED RED WITH FOUR INCH (4") GALVANIZED STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP, WHITE LETTERING STATING 'FIRE ADDITIONAL LANE - NO PARKING - TOW AWAY TOTAL ISLAND ZONE'. WORDING MAY NOT BE SPACED I MORE THAN FIFTEEN FEET APART. i 2. A SIGN TWELVE INCHES (12') WIDE i AND EIGHTEEN INCHES (18') IN t HEIGHT SHALL BE MOUNTED iN A I NOTES, CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY AND AT .-I I. ALL CHARACTERS MUST BE 60• MINIMUM ABOVE GRADE OR SIDEWALK. THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES + 8»� "1 WIDE ANO EIGHTEEN INCHES HIGH. WITH A COMPANION SIGN TWELVE INCHES (127 WIDE AND SIX INCHES (6'7 HIGH STATING "TOW --AWAY ADA SIGN DETAIL ZONE' . SUCH SIGNS SHALL. BE PAINTED N T- ON A WHITE SYMBOL% LETTER ANDND _ BORDER IN RED. CORTIERS GALLERY COOPER'S SUBDIVISION PART OF LOT i, BLOCK 1 COLLEGE STATION, TEXAS MARK LOCATION WITH GALVANIZED CARRIAGE BOLT W X 2" EXTEND END 18" BEYOND CONCRETE AND TAPE BOTH ENDS ,i -STEEL REINFORCING BARS 1 SIDEWALK OR PATH WHERE APPLICABLE INSTALL BOLT IN WALK d •4 '--3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. NOTE: PVC SLEEVES UNDER 1�24' _ PAVEMENT SECTIONS _ _ PVC SLEEVE NEED TO BE 16" BOLO N rs THE TOP OF PAVEMENT. PAVEMENT X `6- LiME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) BUILUNG Usm * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN 2000 SF RESTAURANT W/ (28 DAY STRENGTH = 3500 PSI) * 6" PAVEMENT -- #4 REBAR 0 18" O.C.E.W. DRIVE THRU * 5" PAVEMENT _ #4 REBAR 0 18" O.C.E.W. 9,000 SF GENERAL OFFICE * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 2012 CITY OF BRYAN/COLLEGE STATION STANDARD 3.000 SF LOBBY / COMIulON AREA SPECIFICATIONS. TYPICAL CONCRETE PAVING SECTION 13,000 SF TOTAL NTS. ViCENITY MAP NOT PROJECT LOCATION SITE PLAN 6" AT EACH END 6" 1=30' MIIN.� 6" 30` MiN. 6' -•-15' 3B'►i .BIKE RACK. DETAIL N.T.S. UTILITY DELiMD VATER DEMAND PER LEASE SPACE IINiMUM 0 GPM MERAGE 25 GPM IAXIMUM (PEAK) 100 GPM .5" DOMESTIC WATER METER ® 90% OF WATER DEMAND) iVERAGE 22.5 GPM IAXIMUM (PEAK) 90 GPM SANITARY SEWER UNE 1.04% MIN. iLOPE 61 P IXTURE UNiTS = 325 PAW NG ANALYSIS REQUIRED PARKING: 13,000 SF OF OFFICE 1 SPACE PER 250 SF 52 SPACES REQUIRED 9' WIDTH, 20' LENGTH TYP. PROPOSED PARKING - 58 SPACES PARKING 3 SPA ES HANDICAP PARKING 61 SPACES PROVIDED TOTAL ZKING SPACES X 250 SF = 15.250 SF 'IXTURE UNITS ALLOWED = 700 15,250 SF X 25% MAX INTENSE USE 'IPE SLOPE OK =3,812.5 SF ALLOWED CORTIERS GALLERY 410 STATE HIGHWAY 6 TOTAL AREA =1.503 ACRES COOPER'S SUBDIVISION PART OF LOT 1, BLOCK 1 VOL. 9955, PG. 182 ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' MAY 2014 OWNER/DEVELOPER: SURVEYOR: CORTIERS GALLERY. LLC. BRAD KERR, RPIS NO. 4502 C/O JAMES MURR KERR SURVEYING, LLC 3600 STATE HIGHWAY 6 S, STE 100 409 N. TEXAS AVENUE COLLEGE STATION, TX 77845 BRYAN, TX 77803 (979) 985-5610 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-297 SHEET c I INTERIOR ISLANDS END ADDITIONAL ISLAND TOTAL ISLAND ISLAND INTERIOR ISLAND # AREA AREA REQUIRED AREA S.F. S.F. PROVIDED S.F. 1 680 360 320 2 392 180 212 3 369 1$0 189 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 721 SF (204 SF REQUIRED) 6" AT EACH END 6" 1=30' MIIN.� 6" 30` MiN. 6' -•-15' 3B'►i .BIKE RACK. DETAIL N.T.S. UTILITY DELiMD VATER DEMAND PER LEASE SPACE IINiMUM 0 GPM MERAGE 25 GPM IAXIMUM (PEAK) 100 GPM .5" DOMESTIC WATER METER ® 90% OF WATER DEMAND) iVERAGE 22.5 GPM IAXIMUM (PEAK) 90 GPM SANITARY SEWER UNE 1.04% MIN. iLOPE 61 P IXTURE UNiTS = 325 PAW NG ANALYSIS REQUIRED PARKING: 13,000 SF OF OFFICE 1 SPACE PER 250 SF 52 SPACES REQUIRED 9' WIDTH, 20' LENGTH TYP. PROPOSED PARKING - 58 SPACES PARKING 3 SPA ES HANDICAP PARKING 61 SPACES PROVIDED TOTAL ZKING SPACES X 250 SF = 15.250 SF 'IXTURE UNITS ALLOWED = 700 15,250 SF X 25% MAX INTENSE USE 'IPE SLOPE OK =3,812.5 SF ALLOWED CORTIERS GALLERY 410 STATE HIGHWAY 6 TOTAL AREA =1.503 ACRES COOPER'S SUBDIVISION PART OF LOT 1, BLOCK 1 VOL. 9955, PG. 182 ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' MAY 2014 OWNER/DEVELOPER: SURVEYOR: CORTIERS GALLERY. LLC. BRAD KERR, RPIS NO. 4502 C/O JAMES MURR KERR SURVEYING, LLC 3600 STATE HIGHWAY 6 S, STE 100 409 N. TEXAS AVENUE COLLEGE STATION, TX 77845 BRYAN, TX 77803 (979) 985-5610 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-297 SHEET c I PAD AND ENCLOSURE LIMITS OF-" DISTURBANCE / - __.. - - 275- - - N/F CITY OF COLLEGE STATION PART OF LOT 1, 1 ACRES 5286/253 ZONED R 6" FORCEMAIN L �M�IN��WALL TBM 1 N: 10195313.3246 E: 3573816.8555 ELEV : 271.54 --273-,-' DETENTION ._---273--,,,.-..- 20 10 0 20 SCALE IN FEET DETENTION POND DISCHARGE f -7.V SIDE SETBACK `2y3 `.. LECTRICAL SERVICE PER CSU PLAN AND SPECULATIONS CURB OPENING l s MAINTAIN 2X j MAX CROSS SLOPE j 25' MIN. R. SIDEWALK N/F BARKER, THOMAS R/ DEBORAH LYNN NEAT LOT 1, BLOCK i SAW CUT BARKER SUBDIVISION 5101/182 --�1�-- ZONED R I D I i ( 1 1 1 i If 'EXISTING 18" WATERLINE -EXISTING $"SEWER UNE " AE AE AE - EXISTING EDGE -- �"• � " OF PAVEMENT - ` v' ""' ^" STATE HIGHWAY 6-1-mvs-vacU Alun i EXISTING 20' R.O.W. TURN DECEL LANE EASEMENT '430/51 EXISTTNG 4708/230 (431.3' WHITE STRIPE TO JACENT EXISTING DRIVEWAY *251.7' TO ADJACENT EXISTING DRIVEWAY -- �Yiii9iii • • THE SEAL APPEARING ON 'MIS DOCUMENT WAS AUTHORIZED BY Schultz Engineering, LDEVEN L. DOYEN, P.E., LICENSE NO. 109835 2730 Longmire, Suite A JULY 18, 2014 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DD DLD JPS 13-297 JULY 2014 OF 1 EN L E 10983 wlitPD11 FIRM # 12 SCHULTZ ENGINEERING, LLC = #4 BARS NOTE: ALL CURBS 6- IN HEIGHT UNLESS NOTED OTHERWISE. = 3/4- x 1B- SMOOTH TYPICAL CURB DETAIL EXPANSION DOWELS NT.B. EXISTING CURB &01- _ TO BE REMOVED PROPERTY LIN6' RISE E MATCH FL OF EXISTING GUTTER 3' e EXISTING PVMT. Pis EXISTING BASE RISE E -D" EXP SION JOINT. ELEV = T/C ELEV. + 3' DEFORMED TIE BAR RIVEWAY APRON SHALL BE # FOR 'MNG NEW 6" (28 -DAY CONCRETE CONCRETE TO EXISTING STRENGTH = 3500 PSI) W/ 4 CONCRETE PVMT. ONLY. BARS 0 18 O.C.E.W. ASPHALT -TYPE -C' EXPANSION JOINT APRONS W/0 CURB & GUTTER SHALL BE ALLOWED ON OPEN SECT;tON A A DITCHED STREET SECTIONS ONLY. PROPERTY LINE SAW CUT A \ -EXISMG CURB & GUTTER TO NEAT -/BE REMOVED - REPLACE STREET JOINT SAW CUT SURFACING AS NEEDED COMMERCIAL DRIVEWAY DETAIL N.T.S. IR!-�F1X-R01k -- -- EXISTING CONTOUR i. PROPOSED CONTOUR I- '',SF). PROPERTY BOUNDARY j I 1I I BACK OF CURB 15' REAR `\ CITY OF COLLEGE STATION EXISTING EASEMENT I1 SETBACK 48.59 ACRES SETBACK /� PROPOSED SANITARY SEWER LINE 3310/321 / ST ST \ ZONED R OVERHEAD ELECTRIC- / \ 847 41' IIIWITH A COMPANION SIGN PROPOSED BUILDING TWELVE INCHES (12") WIDE AND SIX MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SiTE. THIS PROPOSED SIDEWALK -4 FLOW DIRECTION 274 FIRE HYDRANT 17 GATE VALVES 275 SEWER MANHOLE TO CONSTRUCTION EXIT SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL. BE DONE EVERY 14 DAYS AND AFT'EI EVERY RAiNFALL EVENT OF 1/20 OR MORE: THE CONTRACTOR SHALL REMOVE ALL MUD 'w MAXIMUM (PEAK) 90 GPM Ism P D BER 275.8 . •� SzT S S ST T` -moi -'ST"- S'" 2, $ ST ---•-S �, ® 1.0495 MIN. SLOPE 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT NO. TXR & ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE FIXTURE UNITS 325 FIXTURE UNITS ALLOWED = 700 274 74`- NOTED. PIPE SLOPE OK DETENTION POND 7.5' SIDE 9. ALLPAVEMENTSHALL BE CONCIRETE. RIFER TO TYPICAL SECTION FOR PAVEMENT _ CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL. DISTURBED AREAS. SETBACK ALL CONSTRUCTION SHALL BE IN ACCORDANCE WiTH THE 2012 CITY OF BRYAN/COLLEGE 10, ALL UTILITY LINES (WATER, GAS, SANITARY SEWER. VERIZON, STORM SEWER. ETC.) SHOWN PAD AND ENCLOSURE LIMITS OF-" DISTURBANCE / - __.. - - 275- - - N/F CITY OF COLLEGE STATION PART OF LOT 1, 1 ACRES 5286/253 ZONED R 6" FORCEMAIN L �M�IN��WALL TBM 1 N: 10195313.3246 E: 3573816.8555 ELEV : 271.54 --273-,-' DETENTION ._---273--,,,.-..- 20 10 0 20 SCALE IN FEET DETENTION POND DISCHARGE f -7.V SIDE SETBACK `2y3 `.. LECTRICAL SERVICE PER CSU PLAN AND SPECULATIONS CURB OPENING l s MAINTAIN 2X j MAX CROSS SLOPE j 25' MIN. R. SIDEWALK N/F BARKER, THOMAS R/ DEBORAH LYNN NEAT LOT 1, BLOCK i SAW CUT BARKER SUBDIVISION 5101/182 --�1�-- ZONED R I D I i ( 1 1 1 i If 'EXISTING 18" WATERLINE -EXISTING $"SEWER UNE " AE AE AE - EXISTING EDGE -- �"• � " OF PAVEMENT - ` v' ""' ^" STATE HIGHWAY 6-1-mvs-vacU Alun i EXISTING 20' R.O.W. TURN DECEL LANE EASEMENT '430/51 EXISTTNG 4708/230 (431.3' WHITE STRIPE TO JACENT EXISTING DRIVEWAY *251.7' TO ADJACENT EXISTING DRIVEWAY -- �Yiii9iii • • THE SEAL APPEARING ON 'MIS DOCUMENT WAS AUTHORIZED BY Schultz Engineering, LDEVEN L. DOYEN, P.E., LICENSE NO. 109835 2730 Longmire, Suite A JULY 18, 2014 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DD DLD JPS 13-297 JULY 2014 OF 1 EN L E 10983 wlitPD11 FIRM # 12 SCHULTZ ENGINEERING, LLC = #4 BARS NOTE: ALL CURBS 6- IN HEIGHT UNLESS NOTED OTHERWISE. = 3/4- x 1B- SMOOTH TYPICAL CURB DETAIL EXPANSION DOWELS NT.B. EXISTING CURB &01- _ TO BE REMOVED PROPERTY LIN6' RISE E MATCH FL OF EXISTING GUTTER 3' e EXISTING PVMT. Pis EXISTING BASE RISE E -D" EXP SION JOINT. ELEV = T/C ELEV. + 3' DEFORMED TIE BAR RIVEWAY APRON SHALL BE # FOR 'MNG NEW 6" (28 -DAY CONCRETE CONCRETE TO EXISTING STRENGTH = 3500 PSI) W/ 4 CONCRETE PVMT. ONLY. BARS 0 18 O.C.E.W. ASPHALT -TYPE -C' EXPANSION JOINT APRONS W/0 CURB & GUTTER SHALL BE ALLOWED ON OPEN SECT;tON A A DITCHED STREET SECTIONS ONLY. PROPERTY LINE SAW CUT A \ -EXISMG CURB & GUTTER TO NEAT -/BE REMOVED - REPLACE STREET JOINT SAW CUT SURFACING AS NEEDED COMMERCIAL DRIVEWAY DETAIL N.T.S. IR!-�F1X-R01k -- -- EXISTING CONTOUR i. PROPOSED CONTOUR I- '',SF). PROPERTY BOUNDARY j I 1I I BACK OF CURB 1 -- - EXISTING EASEMENT - - --• PROPOSED P.U.E. HEIGHT SHALL BE MOUNTEDIH A SETBACK S-6 PROPOSED SANITARY SEWER LINE W -B PROPOSED WATER LINE ST ST PROPOSED STORM SEWER LiNE W-18 OVERHEAD ELECTRIC- r I MINIMUM ABOVE GRADE OR SIDEWALK. .� IRRIGATION SLEEVES IIIWITH A COMPANION SIGN PROPOSED BUILDING TWELVE INCHES (12") WIDE AND SIX MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SiTE. THIS PROPOSED SIDEWALK -4 FLOW DIRECTION <0 FIRE HYDRANT 17 GATE VALVES OSANITARY SEWER MANHOLE TO CONSTRUCTION EXIT SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL. BE DONE EVERY 14 DAYS AND AFT'EI EVERY RAiNFALL EVENT OF 1/20 OR MORE: THE CONTRACTOR SHALL REMOVE ALL MUD SILT FENCE MAXIMUM (PEAK) 90 GPM INLET PROTECTION + VEHiCLE LAY OF HOSE iA11[y FIRE LANE ---------------------- Af2CmmmF anirm REFLECTIVE FINISH METAL SIGN » 1. SIGN SHALL COMPLY WiTH THE CoCS REFLECTIVE FINISH METAL SiGN FIRE SERVICE STANDARDS, FIRE LANE SIGN DETAIL NNS. fMEE )ANE MARKINGS SIID:t. TUBE COLUMN 1. ALL CURBS AND CURB ENDS SHALL.. E FOOTING PROVIDE BE PAINTED RED WITH FOUR INCH (4") 9. CAP WELDED TO WHITE i ormaING STATING "FIRE TOP OF TUBE. PAINTTUBE AND CAP. LANE - NO PARKING - TOW AWAY CORTIERS GALLERY COOPER'S SUBDIVISION PART OF LOT 1, BLOCK 1 COLLEGE STATION, TEXAS SITESEECI"YGE 1. THE OWNER OF THE PROPERTY IS CORITERS GALLERY. I.I.C. THE SUBJECT PART OF LOT 1, BLOCK 1. PROPERTY IS ZONED C,C. PROPERTY IS i. ZONE'. WORDING MAY NOT BE SPACED I- '',SF). MORE THAN FIFTEEN FEET APART. j I 1I I 2. A SIGN TWELVE INCHES (121 WIDE 1 I AND EIGHTEEN INCHES (IIN Ii i HEIGHT SHALL BE MOUNTEDIH A 1 ! NOTES, CONSPICUOUS LOCATION AT EACH SUDDEN LINK COMMUNICATIONS: (979) 595-2429 4. IRRlGATiON DESIGN dt ANALYSIS WILL BE PROVIDED ON ENTRANCE TO THE PROPERTY AND AT S.F. ,. ALL CHARACTERS MUST BE sd' THE LOCATIONS SHOWN. SUCH r I MINIMUM ABOVE GRADE OR SIDEWALK. SHALL BE TWELVE INCHES (11 WIDE AND gEENGHTNCH2HiGH. ..r.j IIIWITH A COMPANION SIGN 180 TWELVE INCHES (12") WIDE AND SIX MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SiTE. THIS INCHES (6') HIGH STATING -TOW-AWAY ADA SIGN DETAIL ZONE". SUCH SiMS SHALL BE PAINTED MTM ON A WHITE BACKGROUND WiTH SF (204 SF REQUIRED) SYMBOLS. LETTER AND BORDER IN RED. CORTIERS GALLERY COOPER'S SUBDIVISION PART OF LOT 1, BLOCK 1 COLLEGE STATION, TEXAS SITESEECI"YGE 1. THE OWNER OF THE PROPERTY IS CORITERS GALLERY. I.I.C. THE SUBJECT PART OF LOT 1, BLOCK 1. PROPERTY IS ZONED C,C. PROPERTY IS i. ER6- 4 NNQT c: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EA 2. THE TOTAL DiSTURBED AREA FOR THIS PROJECT IS 1.503 ACRES (65.741 '',SF). ADDITIONAL EXISTING UNDERGROUND UTILIiIES. NOIFICATiON OF THE UTILITY COMPANIES 48 HOURS E OF IS REQUIRED. IN ADY010 TOTAL ISLAND ISLAND INTERIOR ISLAND TESS-CONSTRUCTION (800) 3a4-a3rr 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS AREA ATMOS ENERGY: (979) 774-2506 & DRAINAGE REPORT S.F. PROVIDED SUDDEN LINK COMMUNICATIONS: (979) 595-2429 4. IRRlGATiON DESIGN dt ANALYSIS WILL BE PROVIDED ON E LANDSCAPE S.F. VERIZON: (979j 821-4770 & IRRIGATION de IRRIGATION PLANS. PLANS. 360 2. IT iS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY T 392 180 212 MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SiTE. THIS 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 180 189 INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 6. TRAFFIC IMPACT ANALYSIS is NOT REQUIRED, SF (204 SF REQUIRED) 3. THE CONTRACTOR LS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND 7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL. BE DONE EVERY 14 DAYS AND AFT'EI EVERY RAiNFALL EVENT OF 1/20 OR MORE: THE CONTRACTOR SHALL REMOVE ALL MUD FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY. TEXAS AND INCORPORATED MAXIMUM (PEAK) 90 GPM DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS AREAS. COMMUNITY NO. 480083, PANEL NOS. 032SE. MAP N0. 48041CO310E. EFFECTIVE PROJECT. DATE: MAY 16. 2012. VICINITY /� ® 1.0495 MIN. SLOPE 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT NO. TXR & ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE FIXTURE UNITS 325 FIXTURE UNITS ALLOWED = 700 154000 REQUIREMENTS FOR CONSTRUCTION SiTM NOTED. PIPE SLOPE OK 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER 9. ALLPAVEMENTSHALL BE CONCIRETE. RIFER TO TYPICAL SECTION FOR PAVEMENT CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL. DISTURBED AREAS. DEPTH6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WiTH THE 2012 CITY OF BRYAN/COLLEGE 10, ALL UTILITY LINES (WATER, GAS, SANITARY SEWER. VERIZON, STORM SEWER. ETC.) SHOWN STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. UTIL IY MAP DOCUMENTS DETAINED BY FROM CITY do INDEPENDENT AGENCIES AND ABOVE GROUND FIELD EVIDENCE. SHOWN POST BONS MAY NOT REPRESENT', AS -BUILT 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART CONDITIONS.P FOR TRENCH SAFETY REQUIREMENTS. 11. PROPOSED SIGNS SHAD. BE PERMITTED SEPARATELY IN ACCORDANCE WI THE UDO. 8• THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS !S ESTABLISHED. 12 ALL STORM SEWER PRIVATE. STORM SEWER COVERS SHALL BE iABELE PRIVATE AND SHALL NOT USE THEE CITY OF COLLEGE STATION LOGO ON COVERS. S. INLET PROTECTION TO BE INSTAL.AT ALL. PROPOSED AND EXISTING IN ADJACENT TO THE PROJECTINSTALLEDLETS 13. THE MINIMUM LRE FLEW FOR a COMMERCIAL. BUILDING IBC TYPE 88 OF 1 2250REQUIGA SF IS 2,250 GALLONS PER MINUTE. ONE FIRE HYDRANT IS REQUIRED. THE 1Q, EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF BUILDING WILL BE FULLY SPRINKLED WHICH DECREASES THE REQUIRED FLOW BY 5076 THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW (1500NG {1800 GPM MIN.) AN OPAQUE HOUSING AND NO FIXTURE SHALL. DIRECTLY PROJECT LICK HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED 14. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE PLEASE NOTE THAT COMPLI NC WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERIFICAM OF dCCIUPANCY. 15 F AND GROUND-MOUNTEDCAL EQUIPMENT Q VIEW OALL R ISOLATED AS NOT 700 BEVI BLEE FROM puq.IC�RiGHTBE �pF�-WARY OED R LANDSCAPE ISLAND ANALYSIS: RESIDENTIAL DISTRICT WITHIN ISO' OF THE SUBJECT LOT. MEASURED FROM 'A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH 'THE',BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE TOTAL PARKING. 61 SPACES 16. ANY EXPOSED CONCRETE OVER 6' IN HEIGHT WILL BE SCREENED FROM VIEW TREATED TO LOOK LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APP'MVED OR BY THE PERIPHERAL PARKING: 44 SPACES INTERIOR PARKING: 17 SPACES ADMINISTRATOR. INCLUDING THE DETENTION POND OUTLET STRUCTURE. INTERIOR LANDSCAPE ISLAND REQUIRED: ININSPACES 17. THE OWNERSHIP AND MAINTENANCE RESPONSc LUES OF THE PRIVATE CR ACCESS 17 X 12 = 204 SF EASEMENT WILL BE BY THE LOT OWNER OR PROPERTY OWNER'S ASSOCIA N. 1$.10076 COVERAGE OF CROINIDCOVER, DECORATIVE PAVING, DECORATIVE ROCK', (NOT LOOSE). OR A PERENNIAL GRASS IS REQUIRED iN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RiOW-OF-WAYS. AND ADJACENT PROPERTY DISTURBED DURING CONSiRUCION 19. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS P L"T CSU ELECTRICAL CONTACT ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES 979-764-6314 20. THE DUMPSTER ENCLOSURE SHALL BE A 6' TALL WOODEN OR STONE FENCE PER ARCHITECTURAL DETAILS. THE DUMPSTER AREA SHALL BE T2' x 12* NOT INCLUDING ANY BOLLARDS. IF THE DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY EASEMENT, THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE. MARK LOCATION WITHSIDEWALK OR PATH GALVANIZED WHERE APPLICABLE CARRIAGE BOLT WINSTALL X 2" I I /-WALK IN .. fi\/�\/\`��/ 18'* 108• EXTEND END 18 BEYOND CONCRETE �i 6' AT EACH END AND TAPE BOTH ENDS ii r1•g� BELOW ' PVC . - SII-,=f1"=III(lr=11-.- I[I'lil=[!'1=°' GRADE TYP. *NOTE* PVC SLEEVES UNDER�= }_ [[[III==VIII[»'llll[ PAVEMENTNEED : �Illf�l=�1 11[= S.i==11 THETO - OFPAVEMEN.. .rte ..r STEEL REINFORCING BARS CONCRETE PAVEMENT11= 11 �liiiil= 11=11[ll[L=1 L =Til INTERIOR ISLANDS BIKE RACK DETAIL \-6" END ADDITIONAL ISLAND TOTAL ISLAND ISLAND INTERIOR ISLAND # AREA AREA REQUIRED AREA (28DAY STRENGTH = 3500 PSI) S.F. S.F. PROVIDED * 6" PAVEMENT - #4 REBAR 0 18" O.C.E.W. DINE THRU 25 GPM MAXIMUM (PEAK) 100 GPM S.F. 1 680 360 320 2 392 180 212 3 369 180 189 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 721 SF (204 SF REQUIRED) .. fi\/�\/\`��/ 18'* 108• EXTEND END 18 BEYOND CONCRETE �i 6' AT EACH END AND TAPE BOTH ENDS ii r1•g� BELOW ' PVC . - SII-,=f1"=III(lr=11-.- I[I'lil=[!'1=°' GRADE TYP. *NOTE* PVC SLEEVES UNDER�= }_ [[[III==VIII[»'llll[ PAVEMENTNEED : �Illf�l=�1 11[= S.i==11 THETO - OFPAVEMEN.. .rte ..r STEEL REINFORCING BARS CONCRETE PAVEMENT11= 11 �liiiil= 11=11[ll[L=1 L =Til N CORTIERS GALLERY 4121 STATE HIGHWAY 6 NOTTOSCALE TOTAL. AREA =1.5111 ACRES cooPER 8 SUBMSION PROJECT PART OF LOT 1, BLOCK 1 LOCATION VOL, 9955, PO, 182 ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20" MAY 2014 OWNER/DEVELOPER: SURVEYOR: CORTIERS GALLERY. LLC. BRAD KERR, RPLS NO. 4502 C/O JAMES MURR KERR SURVEYING, LLC 3600 STATE HIGHWAY 6 S, STE 100 409 N. TEXAS AVENUE COLLEGE STATION, TX 77845 BRYAN, TX 71803 (979) 985-5610 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, U.C. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SITE PLAN SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FiLE NAME.' 13-297 SHEET c I ~~- - BIKE RACK DETAIL \-6" NTs. LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) I BUILDING USES LIiIL" DELiMD P� ANALYSIS * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN WATER, DEMAND PER LEASE SPACE MINIMUM REQUIRED PARKING.- ARKING:(28 (28DAY STRENGTH = 3500 PSI) 1000 SF RESTAURANT W/ 0 GPM AVERAGE * 6" PAVEMENT - #4 REBAR 0 18" O.C.E.W. DINE THRU 25 GPM MAXIMUM (PEAK) 100 GPM 13,000 SF OF OFFICE * 5" PAVEMENT -- RE ®18" O.C.E.W * CONCRETE PAVEMENT SHALL L BE CONSTRUSTRUCTED PER 9.000 SF GENERAL OFFICE 1.5" DOMESTIC WATER METER 1 SPACE PER W SF 52 SPACES REQUIRED 2012 CiTY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. 3,00 SF LOBBY_/ COMMON AREA 9' WIDTH, 20' LENGTH TYP. SANITARY SEWER DEMAND 13,000 SF TOTAL (0 90% OF WATER DEMAND) PROPOSED PARKING: TYPICAL CONCRETE PAVING SECTION AVERAGE 22.5 GPM NTs. MAXIMUM (PEAK) 90 GPM 58 SPACES PARKING 6" SANITARY SEWER LINE 3 SPACES HANDICAP PARKING VICINITY /� ® 1.0495 MIN. SLOPE 61 SPACES PROVIDED TOTAL 1 1 MAP FIXTURE UNITS 325 FIXTURE UNITS ALLOWED = 700 61 PARKING SPACES X 250 SF = 15.2: 15,250 SF X 257. MAX INTENSE USE PIPE SLOPE OK =3:812.5 SF ALLOWED N CORTIERS GALLERY 4121 STATE HIGHWAY 6 NOTTOSCALE TOTAL. AREA =1.5111 ACRES cooPER 8 SUBMSION PROJECT PART OF LOT 1, BLOCK 1 LOCATION VOL, 9955, PO, 182 ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20" MAY 2014 OWNER/DEVELOPER: SURVEYOR: CORTIERS GALLERY. LLC. BRAD KERR, RPLS NO. 4502 C/O JAMES MURR KERR SURVEYING, LLC 3600 STATE HIGHWAY 6 S, STE 100 409 N. TEXAS AVENUE COLLEGE STATION, TX 77845 BRYAN, TX 71803 (979) 985-5610 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, U.C. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SITE PLAN SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FiLE NAME.' 13-297 SHEET c I ~~- - /N 273.89 F 278.70 --275 N/F CITY OF COLLEGE STATION PART OF LOT 1, 1 ACRES 5286/253 ZONED R GRADE AREA-' TO DRAIN TO BYPASS CULVERTS 276.25 GRADE AREA - TO DRAIN TO TXDOT CULVERTS 18 W-18 W-18 Q—A—q—Ft-----S-8t —AE—AE—AE—AE \ N/F CITY OF COLLEGE STATION 48.59 ACRES 3310/321 ZONED R STATE HIGHWAY 6 f 20 10 0 20 SCALE IN FEET •10' WIDE OVERFLOW SPILLWAY I N/F BARKER, THOMAS R/ DEBORAH LYNN LOT 1, BLOCK 1 BARKER SUBDIVISION 5101/182 ZONED R {1 1 \ S" 275.22 TB 01 - N T N `-OUTFALL STRUCTURE \ I � 1 � ^ �~ y .-� 0'` INSERT A M40 TG D TG \ FM -6 Flu!—S FM -6 3275.22 TP_ — _ � ' -44GRADE _` 1= TO i '-- THE SEAL APPEARING ON THIS �t DOCUMENT WAS AUTHORIZED BY SChl.�ltZ Engineering, LLC DEVEN L. DOYEN, P.E., LICENSE NO. 109835 2730 Lon mire Suite A JULY 18, 2014 g , College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD QLD JPS 13-297 JULY 2014 .. CA EN::.L 1 10983 FIRM # 12327 bZ� SCHULTZ ENGINEERING, LLC CORTIERS GALLERY COOPERTS SUBDIVISION PART OF LOT 1, BLOCK 1 COLLEGE STATION, TEXAS -10' WIDE OVERFLOW SPILLWAY 1 4 1 POND BOTTOM GRADING PLAN GRADING CONSTRUCTION NOTES: 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET RIGHT—OF—WAY SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 47* ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE STREET RIGHT-OF—WAY SHALL BE COMPACTED TO 957o OF THE .MAXIMUM DRY DENSITY. 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF—ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF—ROLLING" SHALL BE REMOVED AND REPLACED. 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6" SANDN LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. 8. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST. 9. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. 10. THE SELECT FILL FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 11. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG" SHOULD BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO FEET THICK. 12. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. 100 YR PLUGGED W.S. ELEV.=275.30' 10' 4 TOP OF POND 275.80' 1 P't FV__975.25' .AOW SPILLWAY .T.S TOP OF BERM 8"----275.80' EXWNG GROUND _ TIE IN ,F --• .'- TICAL POND ERM DETAIL N.T.S. SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-297 SHEET IST _11z N/F �. CITY OF COLLEGE STATION / oFFsl a 48.59 ACRES DRNNAGE- \ 3310/321 --' / 12' t 21.4 IF CONCRETE HEADWALL FL = 273.53 ow Q U L LJ U !Y O Y-• N Lij Zoo (Dz O_J 00O U_ LO 0 O I}— '< Z3 C- 0 ., VCRETE HEADWALL 272.90 CONTRACTOR SHALL STABILIZE SUBGRADE GRADE PROPOSED GRADEN PRIOR TO INSTALLING BYPASS PIPES. NO CONTRACTOR SHAD. STABILIZE SUBGRADE DRAINAGE NOTES: HEAVY CONSTRUCTION TRAFFIC ON BYPASS PRIOR TO INSTALLING BYPASS PIPES. NO PIPES AFTER INSTALLATION. HEAVY CONSTRUCTION TRAFFIC ON BYPASS PIPES AFTER INSTALLATION. i. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR REUSE 2 BACKFILL ALL . i / ; M •,. r,i H . , PROPOSED PARKING LOT ISLANDS WITH FULL DEPTH TOPSOIL. 6" MIN. I r MIN. 3. ALL STORM SEWER PIP EXCEPT AS NOTED, :'� ,. MEET AASM M294 TYPE S WITH WA7MGHr SEAT. HOWEVER, THE PROPOSED ,. ! ,•{ .. •�- - :.:' :' T E• SHALL BE HDPE HDPE PIPE SHALL 1' MIN. _' 3 ;��; STORM SEWER IS PRIVATE AND SHALL BE INSTALLED IN ACCORDANCE WITH THE 1' MIN. h r ; r` ;a•. ;�`„ '; LOCAL PLUMBING CODE. THiS INCLUDES THE PIPE MATERIAL AND FITTINGS. COMPACTED CEMENT STAB ".::' :'° :',',• • ^r ` ' ' 4. AREA INLETS AND JUNCTION BOXES MAY BE CAST IN PLACE OR PRECAST J u < CONCRETE. ALL CONCRETE FOR DRAINAGE CONSTRUCTION SHALL HAVE A MINIMUM LIZED:z . ;. • :,' .° ' ° " + s : 60 MIN. UGMI SAND, 1J¢ SACK/CY. ; a<,a, MIN. 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. PUGMILL ONLY. SPADE BY COMPACTED GEMENT STABS - LIFTS INTO PLACE, TO FILL LIZED SAND, 11f SACK/CY, ALL VOIDS AROUND PIPE. PUGMILL ONLY. SPADE BY 5. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR MANUALLY CONSOLIDATE AT 811 & 1211 HDPE PIPE LIFTS INTO PLACE, TO FILL BYPASS CULVERT WITHIN W OF PAVEMENT. OPTIMUM MOISTURE. MANUALLY BEDDING DETAIL, TE NTS ALL VOIDS AROUND PIPE BEDDING DETAII, s. JUNCTION BOX STORM SEWER COVERS ARE PRIVATE AND SHALL NOT USE CITY OF Nts OPTIMUM MOISTURE COLLEGE STATION* LOGO ON COVERS. SPILLWAY COMPACTED CEMENT STABI- SEE PLAN VIEW A f PUGMILL ONLY, SPADE BY / LIFTS INTO PLACE, TO FILL ALL 'VOIDS ARUND PIPE. ow Q U L LJ U !Y O Y-• N Lij Zoo (Dz O_J 00O U_ LO 0 O I}— '< Z3 C- 0 ., VCRETE HEADWALL 272.90 CONTRACTOR SHALL STABILIZE SUBGRADE GRADE PROPOSED GRADEN PRIOR TO INSTALLING BYPASS PIPES. NO CONTRACTOR SHAD. STABILIZE SUBGRADE DRAINAGE NOTES: HEAVY CONSTRUCTION TRAFFIC ON BYPASS PRIOR TO INSTALLING BYPASS PIPES. NO PIPES AFTER INSTALLATION. HEAVY CONSTRUCTION TRAFFIC ON BYPASS PIPES AFTER INSTALLATION. i. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR REUSE 2 BACKFILL ALL . i / ; M •,. r,i H . , PROPOSED PARKING LOT ISLANDS WITH FULL DEPTH TOPSOIL. 6" MIN. I r MIN. 3. ALL STORM SEWER PIP EXCEPT AS NOTED, :'� ,. MEET AASM M294 TYPE S WITH WA7MGHr SEAT. HOWEVER, THE PROPOSED ,. ! ,•{ .. •�- - :.:' :' T E• SHALL BE HDPE HDPE PIPE SHALL 1' MIN. _' 3 ;��; STORM SEWER IS PRIVATE AND SHALL BE INSTALLED IN ACCORDANCE WITH THE 1' MIN. h r ; r` ;a•. ;�`„ '; LOCAL PLUMBING CODE. THiS INCLUDES THE PIPE MATERIAL AND FITTINGS. COMPACTED CEMENT STAB ".::' :'° :',',• • ^r ` ' ' 4. AREA INLETS AND JUNCTION BOXES MAY BE CAST IN PLACE OR PRECAST J u < CONCRETE. ALL CONCRETE FOR DRAINAGE CONSTRUCTION SHALL HAVE A MINIMUM LIZED:z . ;. • :,' .° ' ° " + s : 60 MIN. UGMI SAND, 1J¢ SACK/CY. ; a<,a, MIN. 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. PUGMILL ONLY. SPADE BY COMPACTED GEMENT STABS - LIFTS INTO PLACE, TO FILL LIZED SAND, 11f SACK/CY, ALL VOIDS AROUND PIPE. PUGMILL ONLY. SPADE BY 5. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR MANUALLY CONSOLIDATE AT 811 & 1211 HDPE PIPE LIFTS INTO PLACE, TO FILL BYPASS CULVERT WITHIN W OF PAVEMENT. OPTIMUM MOISTURE. MANUALLY BEDDING DETAIL, TE NTS ALL VOIDS AROUND PIPE BEDDING DETAII, s. JUNCTION BOX STORM SEWER COVERS ARE PRIVATE AND SHALL NOT USE CITY OF Nts OPTIMUM MOISTURE COLLEGE STATION* LOGO ON COVERS. SPILLWAY CONCRM- 04 BARS 6" O.C.E.W. 6" SIDE WALLS TOP & BOTTOM SLAB SECHONA A SINGLE GRATE INLET MATCH EXISTING SLOPE OF DITCH r -MITER END OF PIPE TO MATCH EXISTING SLOPE A 7. ALL STORM SEWER IS PRIVATE NON STRUCTUR-- AL STRUCTURAL PAVEMENT CLEAN, EXCAVATED MATERIAL BACKFILL BACKFILL STRUCTUREi BACKFILLEDPER PAVING ACC AND COMPACTED ` PLAN ACCORDING TO J GED -TECHNICAL REPORT COMPACTED CEMENT STABI- SEE PLAN VIEW A f PUGMILL ONLY, SPADE BY 00000 naoao 12 MIN °tln°b°O LIFTS INTO PLACE, TO FILL ALL 'VOIDS ARUND PIPE. FOR GRATE TYPE MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE 0 °0 0° A0000pp FLOW— + COMPACTED CEMENT STA91-• MAIN LIZED SAND. 1X SACK/CY, O°E3°CQ PIPE PUGMILL ONLY. SPADE BY O.D. THE TRENCH BOTTOM SHALT BE �•,`�` LIFTS INTO PLACE, TO PALL VOIDS VOfOS AROUND PIPE. GRADED SO AS To PROVIDE UNIFORM L AND CONTINUOUS SUPPORT FOR THE i20 MIN. LINE: PIPE BARREL BETWEEN BELL HOLES E3000CI° STRUCTURAL BACKFILL. BEDDING AND TRENCH BACKFILL DETAIL FOR HDPE & RCP STORM PIPE SILT FENCE 0.0. + 6" SQUARE 28 -DAY CONCRETE STD. CAST IRON �2 CURB OPENING PLAN STRENGTH=3000 psi MANHOLE COVER r AND FRAME N /F o.D. + 6" 30 BARKER, THOMAS Fjg/BARs 12" a,C.E.W. D. + 6" MIN. 28• -DAY CONCRETE SQUARE DEBORAH LYNN SIDE WALLS 6" TOP & STRENGTH 3000 psi LOT 1, BLOCK 1 i- BOTTOM SLAB —i I,U -- BARKER SUBDIVISION 5101/182 — O.D. + W MIN. ZONED R J4 BARS 12* D.C.Ew» SiDE WALLS - — i– 6 TOP & BOTTOM SLAB CONCRM- 04 BARS 6" O.C.E.W. 6" SIDE WALLS TOP & BOTTOM SLAB SECHONA A SINGLE GRATE INLET MATCH EXISTING SLOPE OF DITCH r -MITER END OF PIPE TO MATCH EXISTING SLOPE A 7. ALL STORM SEWER IS PRIVATE NON STRUCTUR-- AL STRUCTURAL PAVEMENT CLEAN, EXCAVATED MATERIAL BACKFILL BACKFILL STRUCTUREi BACKFILLEDPER PAVING ACC AND COMPACTED ` PLAN ACCORDING TO J GED -TECHNICAL REPORT 04 BARS 12' o.C.EW. 3" MIN. EACH SIDE 8" SIDE WALLS SIDE WALLS \\_ 3.0 BARB 8' O.C•Ew F &BOTTOM SLAB 1EjE=275.25' SECn0 A A JUNCTION BOX DETAIL N.T.S. -TORf SH TOP OF STRUCTURE 1/2- BARS 6" o.C.E.w _ N.T.S. 4' THICK 1 CONCRETE 3* b c Mi +c 2' WiDE X 120 TALL OPENING ELEV=273' ole TYPICAL DRAIN PiPE��, 'ROFILE 4.0' � . j, 2.0'2.0' E ONT VIE ]3' PLAN IV7B GRAVEL 28• -DAY CONCRETE 6° , #4 BARS e' O.CJiw STRENGTH 3000 pal .CURB 27 TOP & BOTTOM SuesOF DITCH I I r_._ ''OND OUTLET STRUCTURE STATE HIGHWAY 6 PLAN 20 10 0 20 SCALE IN FEET THE SEAL APPEARING ON THIS SCh'u itz- Engineerin L DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., i LICENSE NO. 109835 2730 Longmire, Suite A JULY 18. 2014 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-297 JULY 2014 TYPICAL T CURB OPENING N.T.S #3 REBAR 0 O.C.Ew STANDARD CONCRETE FLUME DETAIL MT.& -I4 BARS 12* O.C.E.W. WAus. BOTTOM SLAB, POND BOTTOM CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTiLITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION iS REQUIRED. OIG TESS: (800) 348-83T! ATMOS ENERGY: (979) 774-2508 SUDDEN LINK COMMUNICATIONS: (979) 595-2829 VERTZONt (979) 821--4770 IT IS THE 2. NECESSARY To MINIMIZE EROSION AND PREVENT OF THE SEDIMENT FROM LEAVITo USE W14ATEVER NGS THE PROJECT SiTE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/20 OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT N0. TA 150000 REQUIREMENTS FOR CONSTRUCTION SAES. S. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS is ESTABLISHED. S. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 100 YR PLUGGED W.S. ELEV.=275.30' 10' 4 TOP OF POND 275.80' 1 1 ELEV.=275.25' STD OVERFLOW SPILLWAY N.T.S TOP OF BERM ELEV-275.80' EXISTING GROUND 4 J 1 1 71E iN APICAL POND BERM DETAIL N.T.S. GRAVEL BAG qw PATTERN SHALL BE WOOD PLANK OR STONE HA i A MASONRYHVENEER TO MATCH THE BUILDING. THE COLORRSHALLLL MATCH THE BUILDING. PfOTE: TEMPORARY DEVICES AROUND STC RM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT—LADEN RUNOFF. THE PROTECTION ALLOS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC 2"X4" WIRE MESH CONDITIONS. GRAVEL BAGS SHALL'' BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL (OPTIONAL) BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. FASTENED TO T—POST j OR WOODEN STAKE * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRAIN INLET PROTECTION SEDIMENT CONTROL FABRIC N.T.S.FASTENED SECURELY TO T POST OR. WOODEN STAKE DOWN METAL T—POST OR—"'. R WITH OPTIONAL WIRE MESH IME ENDS) WOODEN STAKE AS REQUIRED TO MAINTAIN. SPACED 6' APART !/ 1 NOTES! FLUME FLOW LINE SHALT. MATCH POND BOTTOM OUTFALL & EXTEND TO POND OUTFALL `APRON SLOPE TO MATCH RECEIVING 6r VAREES FLOWLINE SLOPE PROVIDE RIPRAP ROCK (MIN. 20 LB. PIECES) 24" SECTION A A TYPICAL CONCRETE HEADWALI, & ENDWALL WITH WINGS CORTIERS GALLERY COOPER'S SUBDIVISION PART OF LOT 1, BLOCK I COLLEGE STATION, TEXAS /if \V.IF\V / !i Illi t•.t 1�4" , 4" 20" 4"X4" MIN. TRENCH -/, SILT FENCE ASSEMBLY N.T.S. 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL C�MOTION F /FLOW 'ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. 6" MIN. DEPTH STONE `r VARIES ---+ I (ASTM 0448, 3" TO I 5" DIAMETER) OVER 100 GEOTEXTiLE FABRIC 50' TO WITH SAME SQUARE FOOTAGE. A .s EXISTING STREET MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE 6" MIN. NOTE: DRESS WITH ADDITIONAL STONE AS NEEDED. STOiVE IS TO BE GEOTEXTiLE MAINTAINED SO AS TO PREVENT FABRIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. SECTIOWA-A SUBGRADE CONSTRUCTION EXIT SILT CONTROL N.TS. DRAINAGE & EROSION PL VICINITY MAP SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-297 PROJECT LOCATION COMPACTED CEMENT STABI- oao°° UZED SAND. 1h SACK/CY, 00000 PUGMILL ONLY, SPADE BY 00000 naoao 12 MIN °tln°b°O LIFTS INTO PLACE, TO FILL ALL 'VOIDS ARUND PIPE. tl°opO MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE 0 PIPE O.D. (6" MIN) 0 0 o COMPACTED CEMENT STA91-• LIZED SAND. 1X SACK/CY, PIPE PUGMILL ONLY. SPADE BY O.D. THE TRENCH BOTTOM SHALT BE �•,`�` LIFTS INTO PLACE, TO PALL VOIDS VOfOS AROUND PIPE. GRADED SO AS To PROVIDE UNIFORM L AND CONTINUOUS SUPPORT FOR THE i20 MIN. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. PIPE BARREL BETWEEN BELL HOLES *ALL HDPE PIPE SHALL HAVE STRUCTURAL BACKFILL. BEDDING AND TRENCH BACKFILL DETAIL FOR HDPE & RCP STORM PIPE 04 BARS 12' o.C.EW. 3" MIN. EACH SIDE 8" SIDE WALLS SIDE WALLS \\_ 3.0 BARB 8' O.C•Ew F &BOTTOM SLAB 1EjE=275.25' SECn0 A A JUNCTION BOX DETAIL N.T.S. -TORf SH TOP OF STRUCTURE 1/2- BARS 6" o.C.E.w _ N.T.S. 4' THICK 1 CONCRETE 3* b c Mi +c 2' WiDE X 120 TALL OPENING ELEV=273' ole TYPICAL DRAIN PiPE��, 'ROFILE 4.0' � . j, 2.0'2.0' E ONT VIE ]3' PLAN IV7B GRAVEL 28• -DAY CONCRETE 6° , #4 BARS e' O.CJiw STRENGTH 3000 pal .CURB 27 TOP & BOTTOM SuesOF DITCH I I r_._ ''OND OUTLET STRUCTURE STATE HIGHWAY 6 PLAN 20 10 0 20 SCALE IN FEET THE SEAL APPEARING ON THIS SCh'u itz- Engineerin L DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., i LICENSE NO. 109835 2730 Longmire, Suite A JULY 18. 2014 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-297 JULY 2014 TYPICAL T CURB OPENING N.T.S #3 REBAR 0 O.C.Ew STANDARD CONCRETE FLUME DETAIL MT.& -I4 BARS 12* O.C.E.W. WAus. BOTTOM SLAB, POND BOTTOM CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTiLITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION iS REQUIRED. OIG TESS: (800) 348-83T! ATMOS ENERGY: (979) 774-2508 SUDDEN LINK COMMUNICATIONS: (979) 595-2829 VERTZONt (979) 821--4770 IT IS THE 2. NECESSARY To MINIMIZE EROSION AND PREVENT OF THE SEDIMENT FROM LEAVITo USE W14ATEVER NGS THE PROJECT SiTE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/20 OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT N0. TA 150000 REQUIREMENTS FOR CONSTRUCTION SAES. S. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS is ESTABLISHED. S. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 100 YR PLUGGED W.S. ELEV.=275.30' 10' 4 TOP OF POND 275.80' 1 1 ELEV.=275.25' STD OVERFLOW SPILLWAY N.T.S TOP OF BERM ELEV-275.80' EXISTING GROUND 4 J 1 1 71E iN APICAL POND BERM DETAIL N.T.S. GRAVEL BAG qw PATTERN SHALL BE WOOD PLANK OR STONE HA i A MASONRYHVENEER TO MATCH THE BUILDING. THE COLORRSHALLLL MATCH THE BUILDING. PfOTE: TEMPORARY DEVICES AROUND STC RM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT—LADEN RUNOFF. THE PROTECTION ALLOS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC 2"X4" WIRE MESH CONDITIONS. GRAVEL BAGS SHALL'' BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL (OPTIONAL) BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. FASTENED TO T—POST j OR WOODEN STAKE * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRAIN INLET PROTECTION SEDIMENT CONTROL FABRIC N.T.S.FASTENED SECURELY TO T POST OR. WOODEN STAKE DOWN METAL T—POST OR—"'. R WITH OPTIONAL WIRE MESH IME ENDS) WOODEN STAKE AS REQUIRED TO MAINTAIN. SPACED 6' APART !/ 1 NOTES! FLUME FLOW LINE SHALT. MATCH POND BOTTOM OUTFALL & EXTEND TO POND OUTFALL `APRON SLOPE TO MATCH RECEIVING 6r VAREES FLOWLINE SLOPE PROVIDE RIPRAP ROCK (MIN. 20 LB. PIECES) 24" SECTION A A TYPICAL CONCRETE HEADWALI, & ENDWALL WITH WINGS CORTIERS GALLERY COOPER'S SUBDIVISION PART OF LOT 1, BLOCK I COLLEGE STATION, TEXAS /if \V.IF\V / !i Illi t•.t 1�4" , 4" 20" 4"X4" MIN. TRENCH -/, SILT FENCE ASSEMBLY N.T.S. 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL C�MOTION F /FLOW 'ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. 6" MIN. DEPTH STONE `r VARIES ---+ I (ASTM 0448, 3" TO I 5" DIAMETER) OVER 100 GEOTEXTiLE FABRIC 50' TO WITH SAME SQUARE FOOTAGE. A .s EXISTING STREET MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE 6" MIN. NOTE: DRESS WITH ADDITIONAL STONE AS NEEDED. STOiVE IS TO BE GEOTEXTiLE MAINTAINED SO AS TO PREVENT FABRIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. SECTIOWA-A SUBGRADE CONSTRUCTION EXIT SILT CONTROL N.TS. DRAINAGE & EROSION PL VICINITY MAP SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-297 PROJECT LOCATION STATE HIGHWAY 6 acv• �._.., Schultz Engineering, LLC - 2730 Longmire, Suite A College Station, Texas 77845 ���-+-- 979.764.3900 TBPE NO.12327 SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-297 JULY 2014 20 10 0 20 SCALE IN FEET PLANTING LEGEND LANDSCAPE POINTS SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS ::' �►: , :. - 3,g" OR LARGER CAL LIVE OAK (Quercus vlrglniana) 7 300 2100 2.1" -3.4" CAL (Quercus virginiana) CANOPY 300 CANOPY 1.25" CAL CREPE MYRTLE 1.25" CAL CREPE MYRTLE (EACH CANE) (Lagerstoemla indica) 6 40 240 480 NON -CANOPY NON -CANOPY TOTAL STREETSCAPEt WAXLEAF LIGUSTRUM NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE 5 GAL. (Ilgustrum japonicum) 36 10 360 SHURB TOTAL: 2700 STREETSCAPE TREES QUANTITY TOTAL -_ANTS _ LIVE OAK 2.1" -3.4" CAL (Quercus virginiana) 2 300 CANOPY 1.25" CAL CREPE MYRTLE (EACH CANE) (Lagerstoemia indica) 12 480 NON -CANOPY TOTAL STREETSCAPEt 780 NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE CORTIERS GALLERY COOPER'S SUBDrVISION PART OF LOT 1, BLOCK 1 COLLEGE STATION, TEXAS IRRIGATION SLEEVES 2-3" PVC PIPES LANDSCAPE PLAN POINTS PER PROJECT AREA: 65,4471 SQUARE FEET OF SITE AREA 65,471 SF / 1,000 = 65.5 65.5 x 30 = 1,955 POINTS ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: E(214-15)/50] x 300 POINTS = 1,194 POINTS TOTAL POINTS REQUIRED: 1965 + 1,194 = 3,159 POINTS POINTS PROPOSED: 3480 POINTS (2400 POINTS FROM CANOPY TREES = 69%) STATE HIGHWAY 6 STREETSCAPE: CANOPY TREES (1 PER 25'): 199 / 25' = 8 CANOPY TREES REQUIRED 2 CANOPY TREES PROVIDED 12 NON—CANOPY TREES PROVIDED* 2 NON—CANOPY TREES COUNT AS 1 CANOPY TREE GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK ( NOT LOOSE, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE:PARKING- FST SETSACKi RIGHTS-OF-WAY, ANQ'AUJACENT-- ij PROPERTY DISTURBED DURING CONSTRUCTION. IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TES'T'ED UPON INSTALLATION AS PER CITY ORDINANCE 2394. t LOCATION WITH GALVANIZED RRIAGE BOLT W X 2" EXTEND END 18" BEYOND CONCRETE I TAPE BOTH ENDS SIDEWALK OR PATH WHERE APPLICABLE BOLT IN WALK 4 4 •4 '3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE: PVC SLEEVES UNDER PVC SLEEVE y PAVEMENT SECTIONS N.T.S. NEED TO BE 16 BELOW THE TOP OF PAVEMENT. SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 13-297 SHEET L I