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HomeMy WebLinkAboutDrawingsSITE SPECIFIC, NOTES! 1. THE OWNER OF THE PROPERTY IS LEEDS, LTD. THE SUBJECT PROPERTY IS LOT 4 & 5, BLOCK 17 SOUTHWOOD VALLEY SECTION 48. PROPERTY IS ZONED GC. 2. THE TOTAL LOT AREA IS 1.61 ACRES. THE 'TOTAL DISTURBED AREA FOR THiS PROJECT iS 37076.69 SF. & DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS & DRAINAGE REPORT. 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 7. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY. TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083. PANEL NOS. 0310F, MAP NO. 48041C0310F. EFFECTIVE DATE: APRIL 2, 2014. 6. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 20 9. ALL PAVEMENT SHALL BE CONCRETE. REFER 70 TYPICAL SECTION FOR PAVEMENT DEPTHS. 10. ALL UTILITY LINES (11 WATER. GAS. SANITARY SEWER, VERIZON. STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMANT N 8ASEE} ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE OR i ND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY iN ACCORDANCE WITH THE UDO. 12. ALL STORM SEWER iS PRIVATE. STORM SEWER COVERS SHAD_ BE LABELED PRIVATE AND SHALL NOT USE THE CITY OF COLLEGE STATION LO00 ON COVERS. 13. THE MINIMUM REQ U RED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VS OF 2.100 SF IS 1.500 GALLONS PER MINUTE. ONE FiRE HYDRANT IS REQUIRED. ONE HYDRANT PROPOSED FOR COVERAGE. THE BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM 14•. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 15. ALL ROOF AND GR UND-MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 15V OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ASUE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIEI APPEARANCE 16. ANY EXPOSED CON RETE OVER 6" IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A STONE, BRICK, OR OTHER ALTERNA ' AS APPROVED BY THE ADMINISTRATOR, INCLUDING THE DETENTION POND OUTLET STRUCTURE 17. 1005 COVERAGE 0 GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKNO LOT ISLANDS. SWALES AND DRAINAGE AREAS. THE PARKING LOT SETBACK, RiGHT-OF--WAYS, AND -- ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 18. PROPOSED BUILDIN SHALL UTILIZE EXISTING WATER AND SEWER SERVICES. 19. EXISTING SERVICE OCAMON AND ROUTING UNKNOWN. 20. A KNOX BOX WILL 8E PROVIDED ON BUILDING PER FiRE MARSHALL'S REQUIREMENTS AND SPECIFICATIONS. GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF T1 E UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS:(800 344-8377 ATMOS Y: (979 774-2506 SUDDEN LIN COMMUNICATIONS: (979 585-2429 VERIZON: (979) 821-4.770 2. R IS THE RESPON BILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM L NO THE PROJECT SiTE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR 5 RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHAL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE AL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR' REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TX;R 150000 REQUIREMENTS FOR CONSTRUCTION SiTES. 5. PERMANENT VEGEPTION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING MID SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UNU OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE 7. THE CONSTRUCTiO SHALL COMPLY NTH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREiAENTS. B. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TOBE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 10. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE L GHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTAL. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIfICATE OF OCCUPANCY. NOTE: TYPE "G" EXPANSION JOINTS iN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 24" 1/4"R 12 12" 44,- 3/4nR1/4'�R 10.5"3/4 -R- a Q1_j/2" 4 #4 BARS CONTINUOUS �,- AND 3" CLEAR TYP. 24" LAY DOWN GUTTERCnON SIDEWALK OR PATH MARK LOCATION wI GALVANIZED WHERE APPLICABLE CARRIAGE BOLT %" INSTALL X 2" BOLT iN WALK • d d ,d EXTEND END 18" BEYOND CONCRETE AND TAPE BOTH ENDS PARKING a] 6" III ,MA 2"x1&" REFLECTIVE FINISH METAL SIGN REFLECTIVE FINISH METAL SIGN 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP. NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE, ' I 1 NOTES! �L J 1. ALL CHARACTERS MUST BE 60" MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL N.ts. 4 MAINTAIN 2% MAX CROSS SLOPE 25' MIN. R. 3" SCH 40 PVC PIPE 1V BELOW TOP OF GRADE TYP. *NOTE: PVC SLEEVES UNDER VC SLEEVE PAVEMENT SECTIONS L' NEED TO BE 16" BELOW N.T.S. THE TOP OF PAVEMENT. -�� NEA 0 = #4 BARS 0 = 3/4" X 18' SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. iT! VARIES TYPE "D" LONGITUDINAL �-REMOVE CURB V JOINT ' THRU RAMP 7 EXISTING CURB & GUTTER TO BE REMOVED MATCH FL OF-,,, EXISTING GUTTER EXISTING PVMT.-,, "G" EXPANSION JOINT PROPERTY UNE EXISTING BASE -RETURN CURB TO HAVE A ROLL FACE DIMINISHING AT RADIUS POINT. AMBULATORY RAMP SLOPE - 1:12 MAX T -4E -'-TYPE "G" \-EXISTING CURB & GUTTER TO 1 EXPANSION A NEAT BE REMOVED - REPLACE STREET JOINT SAW CUT SURFACING AS NEEDED OES MER I L DRjLWAY DETAIL * AN ADMINISTRATIVE ADJUSTMENT IS BEING wr.& REQUESTED TO REDUCE THE PARKING SPACES REQUIRED. �._ THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY 6c,hultzEnginee tri ng ,LLL; DEEN L. DOYEN, 1 LICENSE N0. 10983535 2730 Longmire, Suite A FEBRUARY 5, 2015 College Station, Texas 77845 ISSUED FOR REVIEW. 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14367 FEBRUARY 2015 TYPE "D" EXPANSION JOINT, KP EEP 0 RTY�LINE� ELEV = T/C ELEVE. + 3" STEEL REINFORCING BARS * CONCRETE PAVEMENT 'd -- � •' .• a' ..ted.: a X 777e 2• •. fes - • d e �1' a h d• ..• d9'� .. VARIES , CURB } T` EICAL 1' CURB OPENING WTIS 144IF.S 1. THE SIGN SHALL BE 12" WIDE BY 18" IN HEIGHT AND BE MOUNTED IN THE LOCATION SHOWN. 2. SIGN SHALL BE PAINTED ON MITE BACKGROUND WITH SYMBOLS, LETTERS, AND BORDER IN RED. 3. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS, l-6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) FIRE LANE SIGN DETAIL �AZ3" RISE 1- _-- RIVEWAJ APRON SHALL BE ice' 6" (28 -DAY CONCRETE n * 6„ PAVEMENT - J4 REBAR 0 18 O.C.E.W. STRENGTH = 3500 PSI) W/ 4 DEFORMED TIE BARS 0 18" O.C.E.W. ASPHALT BAR APRONS W/O CURB & GUTTER 4 X 18" Q.C. SHALL BE D ON OPEN # FOR TYING NEW DITCHED STREETWSECTIONS ONLY. CONCRETE TO EXISTING CONCRETE PVMT. ONLY. STEEL REINFORCING BARS * CONCRETE PAVEMENT 'd -- � •' .• a' ..ted.: a X 777e 2• •. fes - • d e �1' a h d• ..• d9'� .. VARIES , CURB } T` EICAL 1' CURB OPENING WTIS 144IF.S 1. THE SIGN SHALL BE 12" WIDE BY 18" IN HEIGHT AND BE MOUNTED IN THE LOCATION SHOWN. 2. SIGN SHALL BE PAINTED ON MITE BACKGROUND WITH SYMBOLS, LETTERS, AND BORDER IN RED. 3. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS, l-6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) FIRE LANE SIGN DETAIL * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN N.T.S. (28 DAY STRENGTH = 3500 PSI) FIRE LANE MARKING` -C+ n * 6„ PAVEMENT - J4 REBAR 0 18 O.C.E.W. * 5" PAVEMENT - #4 REBAR 0 18" O.C.E.W. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WiTH FOUR INCH * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER (4- WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE7. WORDING MAY NOT BE SPACED MORE THAN FIFTEEN 2012 CITY OF BRYAN/COLLEGE STATION STANDARD FEET APART. SPECIFICATIONS. A SIGN 'TWELVE INCHES {12"} WIDE AND EIGHTEEN INCHES (18-) IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH TYPICAL CONCRETE PAVING SECTION ENTRANCE TO THE PROPERTY. SUCH SIGNS SHALL BE TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES HIGH. WiTH A COMPANION N.T.S. SIGN TWELVE INCHES (12") WIDE AND SIX INCHES (6') HIGH STATING `TOW -AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WiTH SYMBOLS, LETTER AND BORDER IN RED. THE FIRE LANE LINE SHOWN ON THE PLAN IS FOR REVIEW PURPOSES ONLY. A SIGN WILL BE PLACED AT THE ENTRANCE OF THE PROPERTY. ALL AMERICAN STONE &TURF 3312 STATE HIGHWAY d S COLLEGE STATION, TX BENCHMARK INFORMATON TBM 1 N: 10202124.53 E: 3567589.52 ELEV : 284.48 CHISELED SQUARE IN CURB VICINITY MAP 9p� 6"30" BIKE RACK DETAIL N.T.S. unLiTY DEMAND WATER DEMAND PER -LEASE SPACE MINIMUM 0 GPM AVERAGE 7.5 GPM MAXIMUM (PEAK) 30 GPM EXISTING WATER METER SANITARY SE29R DEMAND PER LEASE, SRACE (0 90% OF WATER DEMAND) AVERAGE 6.25 GPM MAXIMUM (PEAK) 32 GPM EXISTING SANITARY SEWER SERVICE 0 1.04% MIN. SLOPE FIXTURE UMTS =so FIXTURE UNITS ALLOWED = 180 PIPE SLOPE OK PAFV,M ANALYM REQUIRED PARKING: 2191 SF OF RETAIL 1 SPACE PER 250 SF 9 SPACES REQUIRED 9' WIDTH, 20' LENGTH TYP. PROPQSEb PARKING: 8 SPACES PARKING 1 SPACES HANDICAP P,ARKiNG 9 SPACES PROVIDED TOTAL ALL AMERICAN STONE, AND TURF i TOTAL AREA =1.61 ACRES !! SOUTHWOOD VALLEY SECTION 4B BLOCK 17, LOTS 4 AND 5 EAft i R DDR VOL 367, FOL 239 .FRE•E1WAy & 6 3312 STATE HIGHWAY 6 S COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' FEBRUARY 2015 PROJECT OWNER/DEVELOPER: SURVEYOR: LOCATION LEEDS, LTD. ADAM WALLACE, RPLS NO. 6132 3312 STATE HIGHWAY 6 S ATM SURVEYING COLLEGE STATION, TX 77845 P.O. BOX 10313 COLLEGE STATION, TX 77840 (979) 209-9291 ENGINEER: SCHULT'Z ENGINEERING, LLC. 1 PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3940 SITE PLAN SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 14367 SHEET r ROBERT J & TANJA ANDERSON DRAGONS NEST LOT 4R 6" SEWER LINE J Z h W BRAZOS VALLEY COMMUNITY ACTION AGENCY INC DRAGONS NEST LOT 5R 4" RIGID CONDUIT -- PER CSU PLANS AND SPECIFICATIONS DRAGONS NEST LOT 6R 1 NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER 1` - SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND RESERVE P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & PARKING GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. I (� 24" 1/4-R 12" 12" a 13/4"R 1/4„R q 10.5" 3/4"R a ©1-1f2" 4 #4 BARS CONTINUOUS r AND 3" CLEAR TYP. 24" LAY D01N GUTTER SECTION MARK LOCATION WITIi GALVANIZED CARRIAGE BOLT %" X 2" EXTEND END 18 BEYOND CONCRETE AND TAPE BOTH ENDS SIDEWALK OR PATH WHERE APPUCABLE INSTALL BOLT IN WALK 2"x18' REFLECTIVE FINISH METAL SIGN REFLECTIVE FINISH METAL SIGN 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE PAINT TUBE AND CAP. i 1 ► I t 1 I I 1 Ii l I i 1`14IESa tL J„J 1. ALL CHARACTERS MUST BE 60' MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DETAIL N.T.S. 3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE: PVC SLEEVES UNDER PVC SLEEVE NEED SECTIONS N.T.S. NEED TO BE 16" BELOW THE TOP OF PAVEMENT. NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE, s MAINTAIN 2% MAX CROSS SLOPE 25' MIN. R. NEA ® = #4 BARS 0 = 3/4" X 18' SMOOTH EXPANSION DOWELS TYPICAL CURB _DETAIL N.75. 0 /-REMOVE CURB _ THRU RAMP _ L EXISTING CURB & GUTTER TO BE REMOVED MATCH FL OF-%,, EXISTING GUTTER EXISTING PVMT.-,, EXISTING /TYPE "D" EXPANSION JOINT. - KPPR PER Y LIE ELEV = T/C ELEVE. + -, 3" 3' STEEL REINFORCING BARS * CONCRETE PAVEMENT "C" EXPANSION JOINT, - d • < . < a ° X PROPERTY LINE TYPE "D" RETURN CURB TO HAVE `LONGITUDINAL A ROLL FACE DIMINISHING JOINT AT RADIUS POINT. AMBULATORY RAMP SLOPE - 1:12 MAX -+-'-TYPE "G" AJ J \-EXISTING CURB & GUTTER TO EXPANSION NEAT BE REMOVED - REPLACE STREET JOINT SAW CUT SURFACING AS NEEDED COMMERCIAL DRI WAY DETAIL. * AN ADMINISTRATIVE ADJUSTMENT IS BEING N. REQUESTED TO REDUCE THE PARKING SPACES REQUIRED. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY Lchultz 1Ef l I �1 e e C t n g, DECEN E DOYEN, P.E., 1 LICENSE N0. 109835 2730 Longmire, Suite A FEBRUARY 5, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-367 FEBRUARY 2015 VARIES , 4'-6 1 l CURB TOW -AWAY ZONE TYPICAL _1' CURB OPENING N.T.S NOTE; 1. THE SIGN SHALL BE 12" WIDE BY 18" IN HEIGHT AND BE MOUNTED IN THE LOCATION SHOWN. 2 SIGN SHALL BE PAINTED ON WHITE BACKGROUND WITH SYMBOLS, LETTERS, AND BORDER IN RED. 3. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. \-6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) FIRE LANE SIGN DETAIL * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN N.T.S. (28 DAY STRENGTH = 3500 PSI) EIRE LANE MARKINGS * 6" PAVEMENT - #4 REBAR 0 18" O.C.E.W. * 5" PAVEMENT - #4 REBAR ® 18" O.C.E.W. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER (4) WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW 2012 CITY OF BRYAN/COLLEGE STATION STANDARD AWAY WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. SPECIFICATIONS. A SIGN TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES (18") IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH TYPICAL CONCRETE RAVING SECTION ENTRANCE TO THE PROPERTY. SUCH SIGNS SHALL BE TWELVE N.T.S.INCHES (12") WIDE AND EIGHTEEN INCHES HIGH. WITH A COMPANION SIGN TWELVE INCHES (12") WIDE AND SIX INCHES (6') HIGH STATING ?OW ,AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS. LETTER AND BORDER IN RED. THE FIRE LANE UNE SHOWN ON THE PLAN IS FOR REVIEW PURPOSES ONLY. A SIGN WILL BE PLACED AT THE ENTRANCE OF THE PROPERTY. ON* "C' I 10983 FIRM # 1232 T�1�15 SCHULTZ ENGINEERING. LLG ALL AMERICAN STONE &TURF 3312 STATE HIGHWAY 6 S COLLEGE STATION, TX NOT SITE SPECIFIC NOTES* 1. THE OWNER OF THE PROPERTY IS LEEDS. LTD. THE SUBJECT PROPERTY IS IAT 4 & 5. BLOCK 17 SOUTHWOOD VALLEY SECTION 4B. PROPERTY IS ZONED GC. 2. THE TOTAL LOT AREA IS 1.61 ACRES. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 37078.69 SF. 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS & DRAINAGE REPORT. 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. S. THE IRRIGA1101m 5YSTEM MUST BE APPROVED AND INSTALLED PRIOR TO G.O. 6. TRAFFIC IMPACT CLYSIS IS NOT REQUIRED. 7. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY. TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083. PANEL NOS. 0310F, MAP NO. 4804100310F. EFFECTIVE DATE: APRIL 2, 2014. B. ALL RADII AND D15 ANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOIR. 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. 10, ALL UTILITY LINES (WATER. GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GF OUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 11. PROPOSED SIGNS$HALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 12. ALL STORM -S1 YYER IS PRIVATE. STORM SEWER COVERS SHAD. BE LABELED PRIVATE AND SMALL NOT USE THE CITY OF COLLEGE STATION X000 ON COVERS. 13. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING I C TYPE VS OF 2,100 SF IS 1,500 GALLONS PER MINUTE. ONE FIRE HYDRANT IS REQUIRED, ONE HYDRANT PROPOSED FOR COVERAGE THE BUILDING 'WILL NOT HAVE A FIRE SPRINKLER SYSTEM 14. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 15. ALL ROOF AND OR ND-MOUNIED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANYIPUBLIC RIGHT-OF=WAY OR RESIDENTIAL DISTRICT WITHIN 15W OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCH17ECTURE AND SCALE TO MAINTAIN A UNIFI( APPEARANCE 16. ANY E)GPOSED COiCRETE OVER 6' IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR, INCLUDING THE DETENTION POND OUTLET STRUCTURE. 17. IOOX COVERAGE O, GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS. THE PARKING LAT SETBACK, RIGHT-OF-WAYS, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 18. PROPOSED BUILDING SHALL UTILIZE EXISTING WATER AND SEWER SERVICES. 19. EXISTING SERVICE LOCATION AND ROUTING UNKNOWN. 20. A KNOX BOX WILL I BE PROVIDED ON BUILDING PER FIRE MARSHALL'S REQUIREMENTS AND SPECIFICATIONS. GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFIING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF 74E UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS1 : ( (80O 344-8377 ATMOS EN Y: 979 774-2506 SUDDEN UN � COMMUNICATIONS: (979 $95-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPO IBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT STT$. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SKAL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE THE CONTRACTOR SHALL REMOVE MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THECONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR S REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. UR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. S. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING A 4D SEEDING ALL DISTURBED AREAS. 6, ALL CONS7RUC7101 I SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UN 5 OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE COORDINAIM WITH THE CITY ENGINEER'S OFFICE. 7. THE CONSTRUCTIO''SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. B. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9, INLET PROTECTION �TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 10. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE THE t11GHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY UNE PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL. BE VERIFIED AT THE TIME OF BUILDING PERMIT AND TE OF OCCUPANCY. GED RAISED MEDIAN 60 AT EACH END to ,. w 3" RISE 35" RIVEWAAPRON SHALL BE 1 •c[ Z WOf 6" (28 -DAY CONCRETE /\ `x.24 STRENGTH = 3500 PSI) W/ 4 DEFORMED TIE BARS ® 18" O.C.E.W. ASPHALT BAR APRONS W/O CURB & GUTTER 4 X 18" O.C. SHALL BE ALLOWED ON OPEN N # FOR TYING NEW DITCHED STREET SECTIONS ONLY. CONCRETE TO rn EXISTING CONCRETE PVMT. ONLY. STEEL REINFORCING BARS * CONCRETE PAVEMENT "C" EXPANSION JOINT, - d • < . < a ° X PROPERTY LINE TYPE "D" RETURN CURB TO HAVE `LONGITUDINAL A ROLL FACE DIMINISHING JOINT AT RADIUS POINT. AMBULATORY RAMP SLOPE - 1:12 MAX -+-'-TYPE "G" AJ J \-EXISTING CURB & GUTTER TO EXPANSION NEAT BE REMOVED - REPLACE STREET JOINT SAW CUT SURFACING AS NEEDED COMMERCIAL DRI WAY DETAIL. * AN ADMINISTRATIVE ADJUSTMENT IS BEING N. REQUESTED TO REDUCE THE PARKING SPACES REQUIRED. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY Lchultz 1Ef l I �1 e e C t n g, DECEN E DOYEN, P.E., 1 LICENSE N0. 109835 2730 Longmire, Suite A FEBRUARY 5, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-367 FEBRUARY 2015 VARIES , 4'-6 1 l CURB TOW -AWAY ZONE TYPICAL _1' CURB OPENING N.T.S NOTE; 1. THE SIGN SHALL BE 12" WIDE BY 18" IN HEIGHT AND BE MOUNTED IN THE LOCATION SHOWN. 2 SIGN SHALL BE PAINTED ON WHITE BACKGROUND WITH SYMBOLS, LETTERS, AND BORDER IN RED. 3. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. \-6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) FIRE LANE SIGN DETAIL * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN N.T.S. (28 DAY STRENGTH = 3500 PSI) EIRE LANE MARKINGS * 6" PAVEMENT - #4 REBAR 0 18" O.C.E.W. * 5" PAVEMENT - #4 REBAR ® 18" O.C.E.W. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER (4) WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW 2012 CITY OF BRYAN/COLLEGE STATION STANDARD AWAY WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. SPECIFICATIONS. A SIGN TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES (18") IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH TYPICAL CONCRETE RAVING SECTION ENTRANCE TO THE PROPERTY. SUCH SIGNS SHALL BE TWELVE N.T.S.INCHES (12") WIDE AND EIGHTEEN INCHES HIGH. WITH A COMPANION SIGN TWELVE INCHES (12") WIDE AND SIX INCHES (6') HIGH STATING ?OW ,AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS. LETTER AND BORDER IN RED. THE FIRE LANE UNE SHOWN ON THE PLAN IS FOR REVIEW PURPOSES ONLY. A SIGN WILL BE PLACED AT THE ENTRANCE OF THE PROPERTY. ON* "C' I 10983 FIRM # 1232 T�1�15 SCHULTZ ENGINEERING. LLG ALL AMERICAN STONE &TURF 3312 STATE HIGHWAY 6 S COLLEGE STATION, TX NOT SITE SPECIFIC NOTES* 1. THE OWNER OF THE PROPERTY IS LEEDS. LTD. THE SUBJECT PROPERTY IS IAT 4 & 5. BLOCK 17 SOUTHWOOD VALLEY SECTION 4B. PROPERTY IS ZONED GC. 2. THE TOTAL LOT AREA IS 1.61 ACRES. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 37078.69 SF. 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS & DRAINAGE REPORT. 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. S. THE IRRIGA1101m 5YSTEM MUST BE APPROVED AND INSTALLED PRIOR TO G.O. 6. TRAFFIC IMPACT CLYSIS IS NOT REQUIRED. 7. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY. TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083. PANEL NOS. 0310F, MAP NO. 4804100310F. EFFECTIVE DATE: APRIL 2, 2014. B. ALL RADII AND D15 ANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOIR. 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. 10, ALL UTILITY LINES (WATER. GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GF OUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 11. PROPOSED SIGNS$HALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 12. ALL STORM -S1 YYER IS PRIVATE. STORM SEWER COVERS SHAD. BE LABELED PRIVATE AND SMALL NOT USE THE CITY OF COLLEGE STATION X000 ON COVERS. 13. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING I C TYPE VS OF 2,100 SF IS 1,500 GALLONS PER MINUTE. ONE FIRE HYDRANT IS REQUIRED, ONE HYDRANT PROPOSED FOR COVERAGE THE BUILDING 'WILL NOT HAVE A FIRE SPRINKLER SYSTEM 14. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 15. ALL ROOF AND OR ND-MOUNIED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANYIPUBLIC RIGHT-OF=WAY OR RESIDENTIAL DISTRICT WITHIN 15W OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCH17ECTURE AND SCALE TO MAINTAIN A UNIFI( APPEARANCE 16. ANY E)GPOSED COiCRETE OVER 6' IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR, INCLUDING THE DETENTION POND OUTLET STRUCTURE. 17. IOOX COVERAGE O, GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS. THE PARKING LAT SETBACK, RIGHT-OF-WAYS, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 18. PROPOSED BUILDING SHALL UTILIZE EXISTING WATER AND SEWER SERVICES. 19. EXISTING SERVICE LOCATION AND ROUTING UNKNOWN. 20. A KNOX BOX WILL I BE PROVIDED ON BUILDING PER FIRE MARSHALL'S REQUIREMENTS AND SPECIFICATIONS. GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFIING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF 74E UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS1 : ( (80O 344-8377 ATMOS EN Y: 979 774-2506 SUDDEN UN � COMMUNICATIONS: (979 $95-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPO IBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT STT$. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SKAL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE THE CONTRACTOR SHALL REMOVE MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THECONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR S REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. UR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. S. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING A 4D SEEDING ALL DISTURBED AREAS. 6, ALL CONS7RUC7101 I SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UN 5 OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE COORDINAIM WITH THE CITY ENGINEER'S OFFICE. 7. THE CONSTRUCTIO''SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. B. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9, INLET PROTECTION �TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 10. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE THE t11GHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY UNE PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL. BE VERIFIED AT THE TIME OF BUILDING PERMIT AND TE OF OCCUPANCY. GED RAISED MEDIAN 60 AT EACH END BENCHMARK INFORMAITON TBM 1 N: 10202124.53 E: 3567589.52 ELEV : 284.48 CHISELED SQUARE IN CURB VICINITY MAP 9l, EAS, =RUDDER FREEWA V & 6 JECT kTION SITE PLAN �W_ MIN. k-45"--4-36--4 6" 6' BIKE RACK DETAIL LnLITY DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 7.5 GPM MAXIMUM (PEAK) 30 GPM EXISTING WATER METER SANITARY SEWER. DEMAND PER LEq SPACE (0 90% OF WATER DEMAND) AVERAGE 6.25 GPM MAXIMUM (PEAK) 32 GPM EXISTING SANITARY SEWER SERVICE ® 1.04% MIN. SLOPE FIXTURE UNITS = 60 FIXTURE UNITS ALLOWED = 18D PIPE SLOPE OK PAMM AMLYSIS REQUIRED PARKING: 2191 SF OF RETAIL 1 SPACE ,PER 250 SF 9 SPACES REQUIRED 9' WIDTH, 20' LENGTH TYP. PROPOSED PARKING: 8 SPACES PARKING 1 SPACES HANDICAP EMKING 9 SPACES PROVIDED TOTAL ALL AMERICAN STON AND TURF TOTAL AREA =1.f 1 ACRES SOUTHWOOD VALLEY SECTION 4B BLOCK 17, LOTS 4 AND 5 VOL 367, PCS 239 3312 STATE HIGHWAY 6 S COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' FEBRUARY 2015 OWNER/DEVELOPER: SURVEYOR: LEEDS, LTD. ADAM WALLACE, RPLS NO. &132 3312 S'T'ATE HIGHWAY 6 S ATM SURVEYING COLLEGE STATION, TX 77845 P.O. BOX 10313 COLLEGE STATION, TX 77840 (979) 209-9291 ENGINEER: SCHULTZ ENGINEERING, LLC, I! PO BOX 11995 1 COLLEG=E STATION. TIC 77842 (979)764-3900 SCALE VERTICAL NIA HORIZONTAL 1 "=20' PLOTTING SCALE; 1;1 FILE NAME: 14-367 SHEET to ,. w 35" •c[ Z WOf /\ `x.24 J �/ Y 2 ��cCO rn BENCHMARK INFORMAITON TBM 1 N: 10202124.53 E: 3567589.52 ELEV : 284.48 CHISELED SQUARE IN CURB VICINITY MAP 9l, EAS, =RUDDER FREEWA V & 6 JECT kTION SITE PLAN �W_ MIN. k-45"--4-36--4 6" 6' BIKE RACK DETAIL LnLITY DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 7.5 GPM MAXIMUM (PEAK) 30 GPM EXISTING WATER METER SANITARY SEWER. DEMAND PER LEq SPACE (0 90% OF WATER DEMAND) AVERAGE 6.25 GPM MAXIMUM (PEAK) 32 GPM EXISTING SANITARY SEWER SERVICE ® 1.04% MIN. SLOPE FIXTURE UNITS = 60 FIXTURE UNITS ALLOWED = 18D PIPE SLOPE OK PAMM AMLYSIS REQUIRED PARKING: 2191 SF OF RETAIL 1 SPACE ,PER 250 SF 9 SPACES REQUIRED 9' WIDTH, 20' LENGTH TYP. PROPOSED PARKING: 8 SPACES PARKING 1 SPACES HANDICAP EMKING 9 SPACES PROVIDED TOTAL ALL AMERICAN STON AND TURF TOTAL AREA =1.f 1 ACRES SOUTHWOOD VALLEY SECTION 4B BLOCK 17, LOTS 4 AND 5 VOL 367, PCS 239 3312 STATE HIGHWAY 6 S COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' FEBRUARY 2015 OWNER/DEVELOPER: SURVEYOR: LEEDS, LTD. ADAM WALLACE, RPLS NO. &132 3312 S'T'ATE HIGHWAY 6 S ATM SURVEYING COLLEGE STATION, TX 77845 P.O. BOX 10313 COLLEGE STATION, TX 77840 (979) 209-9291 ENGINEER: SCHULTZ ENGINEERING, LLC, I! PO BOX 11995 1 COLLEG=E STATION. TIC 77842 (979)764-3900 SCALE VERTICAL NIA HORIZONTAL 1 "=20' PLOTTING SCALE; 1;1 FILE NAME: 14-367 SHEET 0uhmunitz N441L- Engineering, LLC% 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD I DLD I JPS 14-367 FEBRUARY 2015 THIS LANDSCAPE PLAN IS FOR PERMITTING ONLY AND IS NOT INTENDED FOR CONSTRUCTION 3312 STATE HIGHWAY 6 S COLLEGE STATION, TX we PLANTING LEGEND LANDSCAPE POINTS SYMBOL SIZE NAME &TYPE QUANTITY POINT VALUE TOTAL POINTS 3.5" OR LARGER CAL LIVE OAK (Quercus virginiana) 2 300 600 • CANOPY OR LARGER (Quercus virginiana) 2 " CAL CREPE MYRTLE (Lagerstoemia intlica) 10 40 400 CANOPY PER CANE NON -CANOPY TOTAL STREETSCAPE: TOTAL.• 1000 LEGEND Em IRRIGATION SLEEVES 2-3" PVC PIPES POINTS PER PROJECT AREA: 39,046.5 SQUARE FEET OF SITE AREA 39,046.5 SF / 1,000 = 39 39 x 30 = 1,170 POINTS ADDITIONAL LA DSCAPE POINTS FOR STREETSCAPE: ((49'/50) x 300 POINTS = 294 POINTS TOTAL POINTS REQUIRED: 1,170 + 294 = 1,464 POINTS TOTAL POINTS PROPOSED: 1,600 'POINTS (1,200 POINTS FROM CANOPY TREES = 757.) STATE Hl�GHWAY 6 ROAD STREETSCAPE: CANOPY TREES (1 PERI( 25'): 49' / 25' = 2 CANOPY TREES REQUIRED 2 CANOPY TREES PROVIDED 0 (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 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. MARK LOCATION WITH L' GALVANIZED CARRIAGE BOLT" X 2" 'EXTEND END 18" BEYOND CONCRETE AND TAPE BOTH ENDS SIDEWALK OR PATH WHERE APPLICABLE INSTALL BOLT IN WALK _4 a \/ 3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE: PVC SLEEVES UNDER PVC SLEEVE PAVEMENT SECTIONS N.T.S. NEED TO BE 16" BELOW THE TOP OF PAVEMENT. SCALE VERTICAL 1 "=20' HORIZONTAL N/A PLOTTING SCALE: 1:1 FILE NAME: 14-367 mmmmo SHEET STREETSCAPE TREES QUANTITY TOTAL POINTS LIVE OAK • 3.5" OR LARGER (Quercus virginiana) 2 600 CANOPY TOTAL STREETSCAPE: 600 NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE LEGEND Em IRRIGATION SLEEVES 2-3" PVC PIPES POINTS PER PROJECT AREA: 39,046.5 SQUARE FEET OF SITE AREA 39,046.5 SF / 1,000 = 39 39 x 30 = 1,170 POINTS ADDITIONAL LA DSCAPE POINTS FOR STREETSCAPE: ((49'/50) x 300 POINTS = 294 POINTS TOTAL POINTS REQUIRED: 1,170 + 294 = 1,464 POINTS TOTAL POINTS PROPOSED: 1,600 'POINTS (1,200 POINTS FROM CANOPY TREES = 757.) STATE Hl�GHWAY 6 ROAD STREETSCAPE: CANOPY TREES (1 PERI( 25'): 49' / 25' = 2 CANOPY TREES REQUIRED 2 CANOPY TREES PROVIDED 0 (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 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. MARK LOCATION WITH L' GALVANIZED CARRIAGE BOLT" X 2" 'EXTEND END 18" BEYOND CONCRETE AND TAPE BOTH ENDS SIDEWALK OR PATH WHERE APPLICABLE INSTALL BOLT IN WALK _4 a \/ 3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE: PVC SLEEVES UNDER PVC SLEEVE PAVEMENT SECTIONS N.T.S. NEED TO BE 16" BELOW THE TOP OF PAVEMENT. SCALE VERTICAL 1 "=20' HORIZONTAL N/A PLOTTING SCALE: 1:1 FILE NAME: 14-367 mmmmo SHEET I LOT 12 BLOCK 17 .6-S-6 S-6 ROBERT J & TANJA ANDERSON DRAGONS NEST LOT 4R 10' UTILITY 3EMENT 37/239 ALLEY II a En m m m EXISTING MATERIAL STORAGE EXISTING MATERIAL STORAGE UTILITY EASEMENT 367/239 0 W 2 04 a� O W N O O [L' CL i - - 1' mm -Il, EXISTING MATERIAL STORAGE -...,,-.__.---UE EXISTING MATERIAL STORAGE EXISTING MATERIAL STORAGE EXISTING MATERIAL 1CURB STORAGE OPENING " CURB 26410 T 283.76 TC 284 50 TW 284.40 TC 2qa� 284.13 TC s - 284.19 TO 285 - ac ;p EXISTING MATERIAL STORAGE 285.28 TW 285.18 TC p 284.68 TP 284.35 :,.. i tTs -- _ �"''�'� 284.78 TW; - ... . „ I 264.78 TW' Z 284.88 TP _ - .. "0- -- n 285.28 TW 285.18 TC It co V1 m 11 e 04 T - NA - i- CURB OPENINGS U- 11 n OPENING - ! i o 17 OPENING 284.03 <- 284 30 Tc 284.20 'TC -3 �1 0. 284.35 TTP[ ( o 284 - j 283.65 PG` .� -i i 284.35 TP 284.36 TC 283.30 PG m wr�rr� Ii 7 ~ 285.18 TC 284.97 TC t� J � UE - 284.64 TP 284.50 TC UE P 60 CURB 264.90 TC S 254.50 TO 284.28 TO 41 284.12 283.92 TP 284.55 TC 6" LOT 3 BLOCK 17 LOT 4 BLOCK 17 10' PUE 512/184 1 1' CURB - NA - i- CURB OPENINGS 1' CUR OPENING - OPENING 284.03 <- 284 30 Tc 284.20 'TC -3 284.00 TC -9 263.60 TC 284 - j 283.65 PG` .� -i 283.68 TC 283.40 PG r 283.fi0 PG 283.30 PG m wr�rr� 7 20 10 0 20 SCALE IN FEET BLOCK 17 m - 2a3.60 Tc 3 3v 4" CURB Te \ Q 283.93 TC\ 14 1' CURB - NA - i- CURB OPENINGS 1' CUR OPENING - OPENING 284.03 <- 284 30 Tc 284.20 'TC -3 284.00 TC -9 263.60 TC 284 - j 283.65 PG` .� -i 283.68 TC 283.40 PG 283.80 PC 283.fi0 PG 283.30 PG THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY tichulizEngine p ri n g' D EN L. DOYEN, P.E..+�j 1 LICN0. 109835 2730 Longmire, Suite A FEBRUARY 5, 2015 College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KE- RR DLD DLD JPS 14-367 FEBRUARY 2015 *�.* . to OF * :.......................to DEVEN L. DOYEN Ni �.. .......NN...N.�i... 109835 : y�4 FIRM # 12327 SCHULTZ ENGINEERING, LLC 283.60 TC 282.83 IP 283.82 TP� 282.08 iP EXISITING DRIVEWAY �► 1' CURB OPENING� 1' CURB OPENING 283.23 TC 13 TC 282.44 TC r 283.33 TC �"`--- --� CURB MEDIAN GRADING EANSiRl MON 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 9Bx OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST. (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 4X ABOVE THE OPTIMUM MOISTURE CONTENT AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO 95% 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 IV -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. G. 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 G" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. B. 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 UTILTIY 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 EXTERIIOR 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. 283.41 TG 4 CURB N ;.. BENCHMARK INMRMAIT N -� -� * 282.40 PG TBM 1 N. 10202124.53 n E: 3567589.52 f ^ ELEV : 284.48 W CHISELED SQUARE IN CURB LLj zea ALL AMERICAN STONE &TURF 3312 STATE HIGHWAY 6 S COLLEGE STATION, TX GRADING PL SCALE VERTICAL 1"-20' HORIZONTAL N/A PLOTTING SCALE: 1:1 FILE NAME: 14-367 SHEET i ~=--- THE SEAL APPEARING ON THIS • . ochultz Engineering, LUD DOCUMENT WAS AUTHORIZED BY DECEN L. DOYEN. P.E., LICENSE N0. 109835 2730 Longmire, Suite A FEBRUARY 5, 2015 College Station, Texas 77845 979.764.3900 TBPE NO. 12327 ISSUED FOR REVIEW SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-367 FEBRUARY 2015 OF 109835 -s'" qg#nIg1I" FIRM # 12327 1 SCHULTZ ENGINEERING, LLC ALL AMERICAN STONE &TURF 3312 STATE HIGHWAY 6 S COLLEGE STATION, TX NOT VARIES 4„-6„ V-7 CURB i i , , -, TYPICAL 1' CURB OPENING MT.s 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. DIG TESS: (800) 344-8377 ATMOS' ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZUN: (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT, SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE A' NECESSARY. 71 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 1/2" OR MORE, THE CONTRACTOR SHALL REMOVE p,,LL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRU,ETION OF THIS PROJECT, 4. THE COMj RACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. THIS INCLUDES THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. 5. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS 6. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 1. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR REUSE. 2. SACKFILL ALL PROPOSED PARKING LOT ISLANDS WITH FULL DEPTH TOPSOIL. 3, DRAINAGE FLOW PATHS ARE SIMILAR TO EXISTING CONDITIONS. CONTROL PLAN r VICINITY MAP N RE.E Y 8,6 PROJECT LOCATION SCALE VERTICAL 1"=20' HORIZONTAL _ NIA PLOTTING SCALE: 1:1 FILE NAME: 14-367 SHEET cs 0 ;5-4 cajotp1 is 3'0° fNj SURVEN JOB NO. DATE--------- — 14-367 FEBRUARY 2015 THIS LANDSCAPE PLAN IS FOR PERMITTING ONLY AND IS NOT INTENDED FOR CONSTRUCTION - - ALL AMERICAN STONE & TU RIF 'u 3312 STATE HIGHWAY 6 S COLLEGE STATION, TX PLANTING LEGEND LANDSCAPE POINTS SYMBOL SIZE NAME & TYPEll QUANTITY POINT VALUE TOTAL POINTS LIVE OAK • 3.5" OR (Quercus virgInia �8) 2 300 600 LARGER CAL CANOPY 1.25" CAL CREPE MYRTLE Lt: 40 400 PER CANE (Lagerstoemia Ind 1 lea) 10 NON -CANOPY 3.5" OR LARGER NOTE: 2 NON -CANOPY TREES COUNT AS I LIVE OAK acus virginlana) CANOPY AL STREETSCAPE: TREE QUANTITY 2 TOTAL: LE(NEEND IRRIGATION SLEEVES 2-3- PVC PIPES TOTAL POINTS 600 600 1000 POINTS PER PROJECT AREA: 313,046.5 SQUARE FEET OF SITE AREA 39,046.5 SF / 1,000 = 39 39 y, 30 = 1,170 POINTS ADDITIONAL LANDSCAPE POINTS FOR sTREETSCAPE: ((49'/50)) x 300 POINTS 294 POINTS TOTAL POINTS IREQUiRED: 1,170 + 294 = 1,464 POINTS i TOTAL POINTS PROPOSED: 1.600 POINTS (1,200 POINTS FROM CANOPY TREES = 757.) -STREET-ROAD -6 -ROAD- STAT HIGHlW&- - CANOPY TREES (1 PER 25'): 49' / 25' 2 CANOPY TREES REQUIRED 2 CANOPY TREES PROVIDED 0 NON—CANOPY TREES PROVIDED* 2 NON—CANOPY TREES COUNT AS 1 CANOPY TREE REVIEWED FOR COMPLIANCE GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK( LOOSE, OR A PERENNIAL GRASS IS MAR 0 5 2015 REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT&OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. COLLEGE STATION DEVELOPMENT SERVICE 1 S PLAT FILED: 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. i 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. SIDEWALK OR PATH H M kRK LOCATION WITH WHERE APPLICABLE GALVANIZED INSTALL CARRIAGE BOLT BOLT IN X 2" WALK EXTEND END 18 BEYOND CONCRETE AND TAPE BOTH ENDS LANDSCAPE _r 3" SCH 40 PVC PIPE 12- BELOW TOP OF GRADE TYP- *NOTE. PVC SLEEVES UNDER :i PAVEMENT SECTIONS PVC SLEEVE NEED TO BE 16" BELOW N.T.S. THE TOP OF PAVEMENT. ASC ALE VERTICAL —j N'.2 D NHORIZONTALNIA fPLOTTING SCALE: 1 FILE NAME: 14-367 _ SHE I -S-6 ROBERT J & TANJA ANDERSON DRAGONS NEST LOT 4R EXISTING 6" SEWER LINE I 10' UTILITY EASEMENT 367/239 J �C Z X , UJ BRAZOS VALLEY COMMUNITY ACTION AGENCY INC DRAGONS NEST LOT 5R 4" RIGID CONDUIT -- PER CSU PLANS AND SPECIFICATIONS WILLIAM A BUSH DRAGONS NEST LOT 6R In I Qf NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. AND 3" CI FAR TYP, 24- LAY QQWN NOW MARK LOCATION WITH GALVANIZED CARRIAGE BOLT %" X 2" EXTEND END 18"-^( BEYOND CONCRETE AND TAPE BOTH ENDS -SIDEWALK OR PATH WHERE APPLICABLE BOLT IN WALK 18"* 3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE: PVC SLEEVES UNDER PVC SLEEVE PAVEMENT SECTIONS NEED TO BE 16" BELOW N.T.S. THE TOP OF PAVEMENT. REFLECTIVE FINISH METAL SiGN 2`39' REFLECTIVE FINISH METAL SIGN 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP. I 1 I i NQIFac 1. ALL CHARACTERS MUST BE 60` MINIMUM AGAVE GRADE OR SIDEWALK. ADA SIGN DETAIL H.T.& ► MAINTAIN 2S MAX CROSS SLOPE 25' MIN. R. NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. 0 = #4 BARS 0 = 3/4' X Ia' SMOOTH EXPANSION DOW" TYPICAL CURB DETAIL N.T.S. EXISTING CURB & GUTTER KEEP 6" RISE TO TYPE "D" EXPANSION JOINT. ELEV = T/C ELEVE. + 3" TO BE REMOVED PROPERTY UNE MATCH FL OF AVERAGE 7.5 GPM PAFi OW AN&LYM EXISTING GUTTER V * EXISTING PVMT. r 2316 SF OF RETAIL 250 SF 3" DRIVE WA APRON SHALL BE EXISTING BASE 6" (28 -DAY CONCRETE MAXIMUM (PEAK) 32 GPM STRENGTH = 3500 PSI) W/ 4 PROPOSED PARKING: EXISTING SANITARY SEWER SERVICE --- DEFORMED TIE BARS ® 18" O.C.E.W. ASPHALT BAR APRONS W/0 CURB & GUTTER 4 X 18" O.C. SHALL BE ALLOWED ON OPEN # FOR TYING NEW DITCHED STREET SECTIONS ONLY. CONCRETE TO EXISTING CONCRETE PVMT. ONLY. "G" EXPANSION JOINT PROPERTY UNE RETURN CURB TO HAVE A ROLL FACE DIMINISHING AT RADIUS POINT. AMBULATORY RAMP SLOPE = 1:12 MAX --I �------ -TYPE "G"% \-EXISTING CURB & GUTTER TO EXPANSION A NEAT BE REMOVED - REPLACE STREET JOINT SAW CUT SURFACING AS NEEDED COMMERCIAL ORaVEWAY D�AIL REQUESTED ITO RE UCEADJUSTMENT N.TTHE PARKING SPACES REQUIRED. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED SY n DEEN L. DOYEN, P.E., uhultz Engi I e e r i 1 1g LLC LICCENSE N0, 109835 2730 Longmire, Suite A FEBRUARY 20, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE 1<ERR pLp DLD JPS 14367 FEBRUARY 2015 REINFORCING BARS * ,-CONCRETE PAVEMENT A ' ABUILDING #s DESKSN5 Type Ce SF - OD 4 )arms 1 ledlym) 7t s (i ocationsy /ter �� V+l� dam► ehA TYPICAL 1' CURB OPENING N.T.S NOTES: 1. THE SiGN SHALL BE 12" WIDE BY 18" iN HEIGHT AND BE MOUNTED iN THE LOCATION SHOWN. 2. SIGN SHALL BE PAINTED ON WHITE BACKGROUND WiTH SYMBOLS, LETTERS, AND BORDER IN RED. 3. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. \-6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) FIRE LANE SIGN DETAIL * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN N.T.S. (28 DAY STRENGTH 3500 PSI) FIRE LME MARKINGi * 6" PAVEMENT - #4 REBAR 0 18" O.C.E.W. * 5 PAVEMENT - #4 REBAR 0 18" O.C.E.W. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER (47 WHITE LEI INC STATING 'FIRE LANE - NO PARKING - TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN 2012 CITY OF BRYAN/COLLEGE STATION STANDARD FEET APART. SPEcincATiONS. A SIGN TWELVE INCHES _ 021 WIDE AND EIGHTEEN INCHES (18') IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH N ENTRANCE TO THE PROPERTY. SUCH SIGNS SHALL BE TWELVE TYPICAL CONCRETE PAVING SECTIO N t.S INCHES (12' WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (12-) WIDE AND SIX INCHES (67 HIGH STATING ITE BACKGROUND WITH SYMBOLS. LEiTER AND BORDER IN RED. SUCH SIGNS SHALL BE PAINTED ON AS THE FIRE LANE LINE SHOWN ON THE PLAN IS FOR REVIEW PURPOSES ONLY. A SiGN WILL BE PLACED AT THE ENTRANCE OF THE PROPERTY. Ti L E N..W 10983 2�Orl FIRM # 12327 SCHULTZ ENGINEERING, LLC ALL AMERICAN STONE & TURF 3312 STATE HIGHWAY 6 S COLLEGE STATION, TX SITE SPECIFIC NOTES, 1. THE OWNER OF THE PROPERTY IS LEEDS, LTD. THE SUBJECT PROPERTY IS LOT 4 & S. BLOCK 17 SOUTHWOOD VALLEY SECTION 48. PROPERTY IS ZONED GC. 2. THE TOTAL LOT AREA i IS 1.61 ACRES. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 37078.69 SR 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEET'S & DRAINAGE REPORT. 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PIANS. 5. THE IRRIGATION SYST II MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 7. THESUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY; TEXAS AND INCORPORATED AREAS. COMMUNITY N0. 480083. PANEL NOS. 0310F, MAP NO. 48041 CO310F, EFFECTIVE DATE., APRIL Z. 2014. 6. ALL RADII AND DISTANCES ARE MEASUR -TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 10 0 2.0 9. ALL PAVEMENT SHALL BE CONCRETE,.- REFERTYPICAL SECTION FOR PAVEMENT DEPTHS. SCALE IN FEET 10. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 11. PROPOSED SIGNS SHAD. BE PERMITTED SEPARATELY iN ACCORDANCE WITH THE UDO. 12. ALL STORM SEWER IS PRIVATE STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHAD. NOT USE THE CITY OF COLLEGE STATION 0 ON COVERS 13. ONE FIRE HYD 'ANT REQUIRED - SPRINKLER HYDRANT PROPOSED FOR FIRE FLOW FOR A COMMERCIAL BUILDING COVERAGES THE C TYPE V8 FBUIL1ING WW1LL100 SF IS 1N0T f A00 �F{REER MINUTE. SPRINKLER SYSTEM• 14. BUILDING SETBACK IINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 15. ALL ROOF AND GR D -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY tJBLC RIGHT --WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUB,ECT LUT, MEASURED FROM A POINT 5 FEET ABOW GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED I APPEARANCE. ( i8, gryY EXPOSED CO OVER 8' 1N HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A STONE. BRICK, OR OTHER ALTER AS APPROVED BY THE ADMINISTRATOR, INCLUDING THE DETENTION POND OUTLET STRUCTURE 17. 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, RIGHT-OF-WAYS, AND ADJACENT PROP DISTURBED DURING CONSTRUCTION. 18. PROPOSED BUILDING SHALL UTILIZE EXISTING WATER AND SEWER SERVICES. 19. EXISTING SERVICE LOCATION AND ROUTING UNKNOWN. 20. A KNOX BOX WILL 8E PROVIDED ON BUILDING PER FIRE MARSHALI.'S REQUIREMENTS AND SPECIFICATIONS. GENERAL NOTES' 1. THE CONTRACTOR sIML. BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF TH' UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. OIG TESS: (' BOO) 344-8377 ATMOSEN 979 774-2506 SUDDEN LINK I COMMUNICATIONS: 979 595-2429 VERuON; i (979) 821-4770 2- IT IS THE ION AND PREVENT SEDIMENT FROM LEAVING THE ROJECOF THE TSAITE.OR TO THIS INICLUDES T�HERMEANS INSTAUATION�OF AAYTO MINIMIZE CONSTRUCTION EXIT AND SILT FENCE AS / NECESSARY. / 3. THE CONTRACTOR iS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. REMOVE INSPECTIONS SHALL MSHALL ALL MUD DEPOSITED ON THE ADJACENT STREETS AS RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR { 'REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT NO. TXR 150000 REQWREMENTS FOR CONSTRUCTION SiTES. AAy� 5. HYOROMULCPERMANENTHMG�ANOON WILL BE ESTABUS14ED ON SEEDING ALL ISTD BED AREAS. DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY 6, ALL CONSTRUCTION',', SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEKE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 8, THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. i S. INLET PROTECTION i lu BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SiTL 10. EXTERIOR BUIL71NGi AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. POSED RAISED J B MEDIAN } Lv �zLu Q> w¢3 EntT`-�t � rr REVf EvVLO . OR MAR 0 5 2015 I COLL.LGE STr I t' N DE'VELGt-HENT SLIRVICES PLAT i^iLEG: BENCHMARK INEORMAITON IBM 1 N: 10202124.53 E: 3567589.52 ELEV : 284.48 CHISELED SQUARE IN CURB VICINITY MAP FARC RUDDER REEWAY & 6 PROJECT LOCATION §to sk �_ D11 W111N, 1 w IN 11111M W_ im, AT EACH END I d. d 4. V• 4 35' ®• ° 'Q . ••• d - V. a ° ' ..8 2 . O 4 d 'a :Q d d, •d _1::-30. MIN.- 6Y �15`-�i-+-36`-� T //�I ALL AMERICAN STON AND TURF TOTAL AREA m 1.61 ACRES SOUTHWOOD VALLEY SECTION 4B BLOCK 17, LOTS 4 AND 5 VOL 367, M. 239 3312 STATE HIGHWAY 6 S COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' FEBRUARY 2015 OWNER/DEVELOPER: SURVEYOR: LEEDS, LTD. ADAM WALLACE, RPL.S NO. 3312 STATE HIGHWAY 6 S ATM SURVEYING COLLEGE STATION, TX 77845 P.O. BOX 10313 COLLEGE STATION, TX 778 (979) 209-9291 COQ LIANCE ENGINEER: SCHULTZ ENGINEERING. ILL PO BOX 11995 ! ?,' COLLEGE STATION, TX 778 (979)764-3900 COLLE E STATE N SCALE VERTICAL N%A HORIZONTAL 10=20` PLOTTING SCALE: 1:1 FILE NAME: 14-367 ttd ` L r r i �. ,a0 SHEET BIKE RACK DETAIL, N.T.S. D U L Wf 1 VGnf1A' WATER DEMAND PER LEME SPACE MINIMUM 0 GPM -"^- AVERAGE 7.5 GPM PAFi OW AN&LYM MAXIMUM (PEAK) 30 GPM EXISTING WATER METER Q tR 4 PARKING:_ 2316 SF OF RETAIL 250 SF SANITARY SEWER DEMAND 1,SPACE PER PER LEASE SPACE 9 SPACES REQUIRED (0 90% OF WATER DEMAND) AVERAGE 6.25 GPM 9' WiDTH, 20' LENGTH TYP. MAXIMUM (PEAK) 32 GPM PROPOSED PARKING: EXISTING SANITARY SEWER SERVICE --- 0 1.04% MIN. SLOPE 8 SPACES PARKING FIXTURE UNITS = 60 FIXTURE UNITS HANDICAP PARKING 1 SPACES ALLOWED OK 9 SPACES PROVIDED TOTAL PIPE SLOPE OK //�I ALL AMERICAN STON AND TURF TOTAL AREA m 1.61 ACRES SOUTHWOOD VALLEY SECTION 4B BLOCK 17, LOTS 4 AND 5 VOL 367, M. 239 3312 STATE HIGHWAY 6 S COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' FEBRUARY 2015 OWNER/DEVELOPER: SURVEYOR: LEEDS, LTD. ADAM WALLACE, RPL.S NO. 3312 STATE HIGHWAY 6 S ATM SURVEYING COLLEGE STATION, TX 77845 P.O. BOX 10313 COLLEGE STATION, TX 778 (979) 209-9291 COQ LIANCE ENGINEER: SCHULTZ ENGINEERING. ILL PO BOX 11995 ! ?,' COLLEGE STATION, TX 778 (979)764-3900 COLLE E STATE N SCALE VERTICAL N%A HORIZONTAL 10=20` PLOTTING SCALE: 1:1 FILE NAME: 14-367 ttd ` L r r i �. ,a0 SHEET -S-6 ROBERT J & TANJA ANDERSON DRAGONS NEST LOT 4R EXISTING 6 SEWER LINE t � Uj t Q / Z l I x W j IF 'J BRAZOS VALLEY COMMUNITY ACTION AGENCY INC DRAGONS NEST LOT 5R I WILLIAM A BUSH DRAGONS NEST LOT 6R I I� NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 24" 1/4-R 12" 12" 3/4"R 1/4"R 10.5" 3/4"R• a a1-1/2" 4 #4 BARS CONTINUOUS AND 3" CLEAR TYP. 24" LAY DOWN GUTTER SECTION MARK LOCATION WITH SIDEWALK OR PATH - GALVANIZED __ WHERE . APPLICABLE_ CARRIAGE BOLT %" INSTALL X 2" BOLT IN WALK 4 4 .4 18"* EXTED END " BEYOND N CONCRETE AND TAPE BOTH ENDS I RESERVED12'x 1'18" REFLECTIVE FINISH METAL SIGN I6" PARKING 3" 12"x9" REFLECTIVE FINISH METAL SIGN 6" ffl eco 3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE: PVC SLEEVES UNDER PVC SLEEVE PAVEMENT SECTIONS NEED TO BE 16" BELOW N'P's' THE TOP OF PAVEMENT. 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE. PAINT TUBE AND CAP. �mm�, 1. ALL CHARACTERS MUST BE 60' MINIMUM ABOVE GRADE OR SIDEWALK. A T\ A [.TlYAT TTT A TT NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. = #4 BARS 0 = 3/4" X 18" SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. A TYPE "G" EXPANSION JOINT PROPERTY LINE EXISTING CURB & GUTTER TO BE REMOVED MATCH FL OF-\ EXISTING GUTTER EXISTING PVMT.-, EXISTING BASE NNS. VARIES ' MAINTAIN 2% -RETURN CURB TO HAVE MAX CROSS SLOPE TYPE D A ROLL FACE DIMINISHING 25, MIN. R. LONGITUDINAL AT RADIUS POINT. REMOVE CURB JOINT AMBULATORY RAMP THRU RAMP SLOPE = 1:12 MAX SIDEWALK-- * NEAT NEAT S SAW CUT --I1�-- TYPE "G" A EXISTING CURB & GUTTER TO EXPANSION NEAT BE REMOVED - REPLACE STREET JOINT SAW CUT SURFACING AS NEEDED COMMERCIAL DRIVEWAY DETAIL * AN ADMINISTRATIVE ADJUSTMENT IS BEING N.T.S. REQUESTED TO REDUCE THE PARKING SPACES REQUIRED. S%m� &-4h ` thultz Engineering, LU 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-367 DECEMBER 2014 KEEP 6" RISE TO PROPERTY LINE 3' TYPE "D" EXPANSION JOINT. ELEV = T/C ELEVE. + 3" SECTION A A STEEL REINFORCING BARS * CONCRETE PAVEMENT ' . d ., � ao+'e�� .�� �i'•e�+�' �T '' .. -tee.' �d � X .• . d y: A .• ..• a •' . • •..••'. N / 20 10 0 I ! IJ 1 SCALE IN FEET EO co co 00 0 Q N N / / � I � / f I EXISTING / I DRIVEWAY / I � VARIES NOTES: 4"-6" , 1 s 3" RISE DRIVEWA� APRON SHALL BE MIN. 6" (28 -DAY CONCRETE STRENGTH = 3500 PSI) W/ 4 DEFORMED TIE BARS 0 18" O.C.E.W. ASPHALT BAR APRONS W/O CURB & GUTTER 4 X 18" O.C. SHALL BE ALLOWED ON OPEN # FOR TYING NEW DITCHED STREET SECTIONS ONLY. CONCRETE TO TYPICAL 1' CURB OPENING EXISTING N:I'.S CONCRETE PVMT. EXISTING SANITARY SEWER SERVICE ONLY. PAWJN0 SECTION A A STEEL REINFORCING BARS * CONCRETE PAVEMENT ' . d ., � ao+'e�� .�� �i'•e�+�' �T '' .. -tee.' �d � X .• . d y: A .• ..• a •' . • •..••'. N / 20 10 0 I ! IJ 1 SCALE IN FEET EO co co 00 0 Q N N / / � I � / f I EXISTING / I DRIVEWAY / I � VARIES NOTES: 4"-6" , 1 CURB j WIDE BY 18" IN HEIGHT MAXIMUM (PEAK) 30 GPM AND BE MOUNTED IN A THE LOCATION SHOWN. SANITARY SEWER DEMAND 1 SPACE PER 250 SF 2. SIGN SHALL BE PAINTED 9 SPACES REQUIRED (0 90% OF WATER DEMAND) ON WHITE BACKGROUND TYPICAL 1' CURB OPENING 9' WIDTH, 20' LENGTH TYP. N:I'.S 12" NOTES: WATER DEMAND PER LEASE SPACE 1. THE SIGN SHALL BE 12" AVERAGE 7.5 GPM WIDE BY 18" IN HEIGHT MAXIMUM (PEAK) 30 GPM AND BE MOUNTED IN A THE LOCATION SHOWN. SANITARY SEWER DEMAND 1 SPACE PER 250 SF 2. SIGN SHALL BE PAINTED 9 SPACES REQUIRED (0 90% OF WATER DEMAND) ON WHITE BACKGROUND .� DESKMAND 9' WIDTH, 20' LENGTH TYP. WITH SYMBOLS, LETTERS, EXISTING SANITARY SEWER SERVICE BORDER IN RED. PAWJN0 3. SIGN SHALL COMPLY 8 SPACES PARKING ALLOWED = 180 WITH THE CoCS FIRE ONLY 9 SPACES PROVIDED TOTAL SERVICE STANDARDS. AWAY 1TOW ZONE `6" LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) FIRE LANE SIGN DETAIL * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN N.T.S. (28 DAY STRENGTH = 3500 PSI) * 6" PAVEMENT - #4 REBAR 0 18" O.C.E.W. FIRE LANE MARKINGS * 5" PAVEMENT - #4 REBAR 0 18" O.C.E.W. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER (47 WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW 2012 CITY OF BRYAN/COLLEGE STATION STANDARD FEET APOANRET". WORDING MAY NOT 8E SPACED MORE THAN FIFTEEN SPECIFICATIONS. A SIGN TWELVE INCHES (12') WIDE AND EIGHTEEN INCHES (18-) IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH TYPICAL CONCRETE PAVING SECTION ENTRANCE TO THE PROPERTY. SUCH SIGNS SHALL BE TWELVE N.T.S. INCHES (12'7 WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (127 WIDE AND SIX INCHES (6'7 HIGH STATING "TOW -AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. THE FIRE LANE UNE SHOWN ON THE PLAN IS FOR REVIEW PURPOSES ONLY, A SIGN WILL BE PLACED AT THE ENTRANCE OF THE PROPERTY. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L. DOYEN P.E., LICENSE NO. 109835. ON DECEMBER 9, 2014. RIS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. 3312 STATE HIGHWAY 6 S COLLEGE STATION, TX SITE SPECIFIC -NOTES, 11 11 1. THE OWNER OF THE PROPERTY IS LEEDS, LTD. THE SUBJECT PROPERTY IS LOT 4 & S. BLOCK 17 SOUTHWOOD VALLEY SECTION 4B. PROPERiY IS ZONED GC. 2. THE TOTAL DISTURBS Ii AREA FOR THIS PROJECT IS 1.61 ACRES (31,183.35 SF). 3. DRAINAGE INFORMATIOi AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS & DRAINAGE REPORT. 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. TRAFFIC IMPACT ANACfSIS IS NOT REQUIRED. 7. THE SUBJECT TRACT �IDDpOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY�I TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NOS. 0310F, MAP NO. 48041CO310F, EFFECiNE DATE- APRIL 2, 2014. 20 S. ALL RADII AND DISTA I CES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 9. ALL PAVEMENT SHA i BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. 10. ALL UTILITY LINES (WPTER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION'I BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GRO�NO FIELD EVIDENCE, SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 12. ALL STORM SEWER ISI PRIVATE. STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHALL NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. I 13. THIS SITE IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA. 14. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VB OF 2,100 SF IS 1,500 GALLONS PER MINUTE. ONE FIRE HYDRANT 15 REQUIRED. ONE HYDRANT EXISTS FOR COVERAGE. THE BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM. 15. BUILDING SETBACK U ES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 16. ALL ROOF AND GROU I D -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PI BLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 15V 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 PEARANCE. 17. ANY EXPOSED CONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR, INCLUDING THE DETENTION POND OUTLET STRUCTURE. 18. 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. RIGHT-OF=WAYS, AND ADJACENT PROPERTY IISTURBED DURING CONSTRUCTION. 19. PROPOSED BUILDING SHALL UTILIZE EXISTING WATER AND SEWER SERVICES. 20. EXISTING SERVICE LOI ON AND ROUTING UNKNOWN. GENERAL 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. DIG TESS: (800) 344-8377 ATMOS ENERGY (979) 774-2506 SUDDEN LINKMMUNICATIONS: (979) 595-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPONSIBI OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAG THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS ESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2' OR MORE. THE CONTRACTOR SHALL REMOVE ALL OD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS EQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 5. PERMANENT VEGETATKN WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTIONS iALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE OTY ENGINEER'S OFFICE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. B. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 10. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE, THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. IFIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPSRT�i LINE PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. VICINITY MAP �w �o �o owr tom EARL RUD.DE.R E-REEWAV & 6 PROJECT LOCATION SITE PLAN UTILITY DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 7.5 GPM PARKING ANALYSIS MAXIMUM (PEAK) 30 GPM EXISTING WATER METER REQUIRED PARKING: 2100 SF OF RETAIL SANITARY SEWER DEMAND 1 SPACE PER 250 SF PER LEASE SPACE 9 SPACES REQUIRED (0 90% OF WATER DEMAND) AVERAGE 6.25 GPM 9' WIDTH, 20' LENGTH TYP. MAXIMUM (PEAK) 32 GPM EXISTING SANITARY SEWER SERVICE PROPOSED PARKING: 0 1.04% MIN. SLOPE FIXTURE UNITS = 60 FIXTURE UNITS 8 SPACES PARKING ALLOWED = 180 1 SPACES HANDICAP PARKING PIPE SLOPE OK 9 SPACES PROVIDED TOTAL ALL AMERICAN STONE TOTAL AREA =1.61 ACRES SOMWOOD VALLEY SECTION 4B BLOCK 17, LOTS 4 AND 5 VOL 367, PG. 239 3312 STATE HIGHWAY 6 S COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' DECEMBER 2014 OWNER/DEVELOPER: SURVEYOR: LEEDS, LTD. ADAM WALLACE. RPLS NO. 6132 3312 STATE HIGHWAY 6 S ATM SURVEYING COLLEGE STATION, TX 77845 P.O. BOX 10313 COLLEGE STATION, TX 77840 (979) 209-9291 ENGINEER: SCHULTZ ENGINEERING, LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL N/A HORIZONTAL 111=20' PLOTTING SCALE: 1:1 FILE NAME: 14-367 SHEET c I le�m