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Home My WebLink AboutDrawings6' ( STN ST T ST - ST >T aST ST '` w o FLOOD ZONE AE AS DELINEATED L D BY Inc TOWER POINT LOMR 8G I=t i` LIMITS OF 100 YEAR FLOODPLAIN t \ ' AS REGULATED BY THE CITY OF U) Lij N / / COLLEGE STATION STORM WATER \� MANAGEMENT ORDINANCE EXISTING':SANITARY'�` SEWER; MANHOLE VARIABLE �' �r i 10906/268 U / / ` YQ \ S -T2 cs 2-ePVC S- �O SLEEVES Rl N �31$ r. r PARKING \� ryo Ay ISLAND / PR OSED 320 SF ` / I' S 9 S 4 PUBLIC % S11 EWALK Wn .� / � �. � 3113 P TICKING lSLANtrg ?g/ ` EXISTINGlog 89. SF ?' 4 WATER UNE SIDEWALK / ZO 20 EXISTING ' W . < ' 10 0 .:.... SCALE iN FEET PROPOSED • ...::.:. �. • , . �� UTILITY i FT >'. 2 ,.. 9' PARKING SPACES '� MiSTING ST PES / L ( ;� o `� `yam .....; EXtSTiNG B" / to ry PARKING �`•S SEWER LINE ISLAND -` h R6.5 374 SF \ / > INTERIOR I I i 4'PS EWjtlx PARKING / ryW- a SETBACK !NG -3 .. _..,... ry > 184 5F ti / - I ( ( ( I T' �tY'L1 =164' 8 1 TiE INTO EXISTING i= " \ I ( ( ( ri 1' >' NC �q�s ryrycq ` 3 WATER SERVICE '90' TO EXISTING FIRE HYDRANT 9.\II TYP9 25 A$8' ��` `8 PROPOSED WATER METER . 'eI I �� \ . EXISTINt� 2")SEW1 UNE • TYP INTERIOR PARKING ii yy l p1' �• (VISLAND (3) 363 SF e r�ry� vL7 S_8 s ._ r - - �. �" I ISLAND 3134 SFG :} M �•�„` ..... .. \ •/ ► ! ._.-••-•- "�,••� 9'p 4" PVC 1)O5 D�O�tAbO I \ / 6' SIDEWALK D�EMAPl EN1 I (� ` / / X \ WR GFtr•aRON-.: ' A E 6' SIDEWALK ? e•A,� �`'4�` I ' TIE INTO EXISTING I .. I - r . Hq�B/ k/q. �, SEWER SERVICE AND f. I c 202.66 G AG :.1 • X / :. .• / \ � ,..: 1 \ /�....: .. r 9. INSTALI. E:LEANour --- I I I �S I 965 IL�2R1 \ / a • TYP. r -- -- .317- -- S-$ S-8 W-8 W-8 ST ST ST ST - S•-•4 S-4 W W O 9 •ems 1 +' 4• EXISTING CONTOUR COMMON AREA BOUNDARY EXISTING EDGE OF PAVEMENT, PROPOSED EDGE OF PAVEMENT LOT UNE PUBLIC UTILITY EASEMENT UNE BUILDING SETBACK UNE PUBUC SANITARY SEWER UNE PUBLIC WATER UNE 4" PVC SLEEVE PUBLIC STORM SEWER PROPOSED SANITARY SEWER UNE PROPOSED WATER LINE WROUGHT IRON FENCE WOODEN FENCE EXISTING SIDEWALK PUBUC SANITARY SEWER MANHOLE PROPOSED BUILDING ROOF LINE PHASE LINE CONCRETE POOL DECK CONCRETE SIDEWALK CONCRETE 'SIDEWALK (PUBLIC) RIVER ROCK PARKING LOT DRAIN 1 X >' a' I PROPOSED 1" WATER SERVICE \.,: T ' \ + �•, •47.11171111-, • � •- '>O 5' PUE e STOPS I 10906/26e �D \ • X ? ,go r I - CASTLEGATE 11 SUBDIVISION RACK I SECTION 201, BLOCK 10, LOT 7 i\ I,,,. a.�..,,....,...�... �: ..' ; PEDESt�IiIAN • r � I ~"' ZONED R-1 •'" 1- r L J GATE:' 6" CURB ,` - _ ;` $ i SESFL OE OR E ( 4LtLLLi1!1.� ` \ ..: % t , 1 e� WASH PITS i ' `� SHADE (( AMENITY ��?�"' UCTURE I I ` PROPOSED I �? [] Rite 'iED E ADA SIGNAGE +�11 CENTER POOL t \ RIO \ / I `� � III I • M • 5563 SF �•ED iw t �-� I�� PROPOSED COVERED ` �,, ,. „.:�, •. ._rte -..., w..: " 4' SEWER SERVICE �•• M [- ` AREA I W/ CLEANOUT 11l' BUE I INC SE AK !•' rY ' `4.I 7.5' BUILDING RESERVED 12 x18 REFLECTIVE FINISH METAL SiGN SETBACK ` PARKING I I - i-6' _ - - _ PROPOSED POOL BUILDING WJ [- -- - - -» --• - I . BATHROOMS & STORAGE ( a I 1 110' PJE \ / ' FF - 321.1' tom, ti tacos 266 I \'� / I , I \ X .` . C - 672 SF ( \ VI EV .1 3" 12 x9` REFLECTIVE FlNiSH METAL SiGN P I NC III I I .. .'� ._.� / \ .:.. .. .. ... •. I I N [! _ 8' WOODEN FENCE 8` � �' X11% ,.. .. ... • .. ..... ': -• i BAR � 8 2013,• GATE 6•..WOODEN FENCE . WPROPOSED 2x2 GALVANIZED STEEL. TUBE COLUMNCOLLEGE I I i I r 4 4 _._ _ �... _ �... -�... r SET IN CONCRETE FOOTING. PROVIDE 1 s DRAINAGE SWAL.E FUTURE = " I GALVANIZED STEEL CAP WELDED TO ENGINEERING stD1iENALK I i `� I � ' �.! -•• 210.67..._. ._.. .._ -. TOP OF TUBE PAINT TUBE AND CAP. 20' BUILDING SHADE I N SETBACK STRUCTURE 8' WOODEN FENCE t E PROPOSED PUE 3 ! i PILL Box xELEC1RICAL DRAINAGE SWALE 10906/266 I i E I( ! 1. ALL CHARACTERS MUST BE 60` CASTCASREGATE' II SUBDMSION � MINIMUM ABOVE GRADE OR SIDEWALK. TIONLEGATE Q CK 10, SUBDIVISION SECTION 201, BLOCK 10, LOT 7 SECTION 2ZONED RCK110, LOT a ADA SIGN DETAIL cN / CASTLEGATE II SUBDIVISION � / ZONED R-1 j SECTION 201, BLOCK 13, LOT 9 / N.T.S. II( ( c I ZONED R-1 / I STEEL REINFORCING BARS 1-1,111.1 _.._ .......... .. .. ,..,. -1-1.., :--1 . ��' 1�1 11W(iH fi U: B DB••TA j Ct 40.34' 25.04' 092' 19' 28` _26.07' 36.12' NW OB' 51"E C2 12: T3' 25. O' 028'-28' 53" 6.34' S S3T 48' 49"E C3 114W - 175.;0' GOT, 40' Se 5.62' 11.24' S21' 24' 48'E a CONCRETE PAVEM5 T 6" UME STABIUZED SU13GRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN * 6" PAVEMENT - USE #4 REBAR ® 18" O.C.E.W. * 5" PAVEMENT - USE #4 REBAR 018" O.C.E.W. TYPICAL CONCRETE PAVING SECPON N.TS. Q = #4 BARS NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. = 3/4` x 18• SMOOTH EXPANSION DOWELSTYPICAL CURB DETAIL N.T.S. ltzAlm% Enainta...ering, THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ochunaJOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON JANUARY 23, 2013. College station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS J;110 JPS 12-221 JANUARY 2013 6' AT EACH END TOTAL END ISLAND CURVE TABLE 1�1 11W(iH fi U: B DB••TA j Ct 40.34' 25.04' 092' 19' 28` _26.07' 36.12' NW OB' 51"E C2 12: T3' 25. O' 028'-28' 53" 6.34' S S3T 48' 49"E C3 114W - 175.;0' GOT, 40' Se 5.62' 11.24' S21' 24' 48'E BIKE RACK DETAIL . N.T.S. 2�" +36"•-] rp'r �l IL'NI T CE1V _tFr I� NOR WICH DRIVE COMMON AREA -- CASTLEGATE 11 SUBDIVISION SECTION 201, COLLEGE STATION L Sl1E SPECIFIC NOI'M; I. THE OWNER OI' THE PROPERTY 1S THE HOMEOWNERS' ASSOCIATION OF CASiLEGATE 11, INC. THE SUBJECT PROPERTY IS COMMON AREA OF CASTLEGATE SUBDIVISION 11, SECTION 201, VOL 10906 PG. 268. THE PROPERTY IS ZONED R-1. 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.960 ACRES (41,818 !SF). 3. THiS PROJECT LIES WITHIN THE SPRING CREEK DRAINAGE BASIN AND WILL DRAIN INTO THE PREVIOUSLY CONSTRUCTED DETENTION POND. THAT POND WAS DESIGNED IN THE DRAINAGE REP()RT FOR CASTLEGATE if. SECTION 200 (MARCH 2011,, REVISED OCTOBER 2011). NO ADDITIONAL STORMWATER DETENTION IS BEING PROPOSED WITH THIS PROJECT SECTION 100. 4. LANDSCAPING AND IRRIGATION DESIGN AND ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE AND IRRIGATION PLANS. 5. THE IRRiGATION SYSTEM MUST BE APPROVED AND INSTALI ED PRIORI TO C.O. 6. THE AMENITY -CPM iS AN ACCESSORY USE TO THE RESIDENflAL DEVELOPMENT. THE MINIMUM REQUIRED FiRE FLAW FOR THiS BUILDING IS 1,000 GALLONS PER MINUTE ONE FIRE HYDRANT IS REQUIRED. THE HYDRANT FLAW WILL BE PROVIDED BY AN ID(tSTiNG LfilDR11LNT ON NORWICH DRIVE 7. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING TOWER POINT LETTER OF MAP REVISION. FEMA. CASE NO. 12-06-1841P. S. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN 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 D-CCUMENTS OBTAINED BY FROM CITY AND iNDEPENDENT AGENCIES AND/OR ABOVE GROUND HELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 11. BUILDING SETBACK LINES SHAM. BE IN ACCORDANCE WiTH THE CI OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 12. ALL ROOF ANC' GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL E SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBI E FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL D.STRICT WITHIN 150' OF THE SUBJECT LOT, MEASURE I FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE' AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 13. PROPOSED SIG IS SHALL BE PERMITTED SEPARATELY IN ACCORDAN WITH THE UDC. 14. ALL ELECTRIC& IMPROVEMENTS SHALL BE PER COLLEGE STATION U I MES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT. CSU ELECTRICAL CONTACT: ERIC HORTON CITY OF COLLEGE STATION URUiiES PH: 979-764-6280 15. SOLID WASTE SERVICE WILL BE BY 90 GALLON ROLLOUi CONTAIN i . 16. THIS PROPERL IS IN THE SPRING CREEK SEWER IMPACT FEE AR GENERAL. NOTES: 1. THE CONW61OR SHALL. BE RESPONSIBLE FOR VERIFYING THE EMC LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADV %NCE OF CONSTRUCTION IS REQUIRED. DIG TiSS: (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERiZON: (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 iNSTAL.LATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACiOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVMY RAINFALL EVENT OF i/2" 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 ERMIT' NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. S. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHiNG AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTiON SHALL.. BE IN ACCORDANCE WiTH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'SQF•FICE 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTEL S. THE CONTRACTOR SHALL. REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTi� 0 INLETS ADJACENT TO THE PROJECT SETS. 10. CONTOURS SHOO N ARE FROM FIELD SURVEY DATA 11. EXTERIOR BUILDING AND SITE LiGHRNG WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE THE LIGHT SOURCE SHALL, NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL. DIRECTLY PR NECT LIGHT HORIZONTALLY. FIXTURES WiLL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE PLEASE I OTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFiCAT'E OF OCCUPANCY PARIKING ANALYSIS LINE TABLE PROPOSED PARKING: I'. JI _ ._-. - Z6 SYTACES PARKit �iP t�Ltly >, t i utNlf'vv 2 SPACE HANDICAP PARKI 'IG L7 18.31' S48• D3' 16"E 28 SPACES TOTAL . I.2 164.13' Sts• 3i9' 22'E .+vl'u L ,..JL.IIIYV TIIV!'1{-1.�I J. TOTAL PARKING: 29 SPACES UTILITY DEMAND W&TER DEMAND 'PER BUIL I�iN y MINIMUM 0 GF'M AVERAGE 5 GPM MAXIMUM (PEAK) 20 GPM 1" DOMESTIC WATER METER 5ANiTARY S,.EWEf3, D AND (0 907. OF WATER DEMAND) AVERAGE 4.5 GPM MAXIMUM (PEAK) 18 GPM 4" SANITARY SEWER UNE ® 1.04% MIN. SLOPE FIXTURE UNITS = 22 FIXTURE UNITS ALLOWED = 180 PIPE SLOPE OK LPROJECT LOCATION PERIPHERAL PARKING 13 SPACES � iNTERIOR'PARKING: 16 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: 16 SPACES X 12 = 192 SF REIVIOWED �_. M LIE' ��'L 'I INTERIOR ISLANDS TOTAL END ISLAND CURVE TABLE OAV1~ # 11W(iH fi U: B DB••TA TANGENT CHOi1C CI°IOP11? 6EARM Ct 40.34' 25.04' 092' 19' 28` _26.07' 36.12' NW OB' 51"E C2 12: T3' 25. O' 028'-28' 53" 6.34' S S3T 48' 49"E C3 114W - 175.;0' GOT, 40' Se 5.62' 11.24' S21' 24' 48'E PARIKING ANALYSIS LINE TABLE PROPOSED PARKING: I'. JI _ ._-. - Z6 SYTACES PARKit �iP t�Ltly >, t i utNlf'vv 2 SPACE HANDICAP PARKI 'IG L7 18.31' S48• D3' 16"E 28 SPACES TOTAL . I.2 164.13' Sts• 3i9' 22'E .+vl'u L ,..JL.IIIYV TIIV!'1{-1.�I J. TOTAL PARKING: 29 SPACES UTILITY DEMAND W&TER DEMAND 'PER BUIL I�iN y MINIMUM 0 GF'M AVERAGE 5 GPM MAXIMUM (PEAK) 20 GPM 1" DOMESTIC WATER METER 5ANiTARY S,.EWEf3, D AND (0 907. OF WATER DEMAND) AVERAGE 4.5 GPM MAXIMUM (PEAK) 18 GPM 4" SANITARY SEWER UNE ® 1.04% MIN. SLOPE FIXTURE UNITS = 22 FIXTURE UNITS ALLOWED = 180 PIPE SLOPE OK LPROJECT LOCATION PERIPHERAL PARKING 13 SPACES � iNTERIOR'PARKING: 16 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: 16 SPACES X 12 = 192 SF REIVIOWED �_. M LIE' ��'L 'I INTERIOR ISLANDS TOTAL END ISLAND ADDITIONAL, ISLAND MINIMUM AREA INTERIOR AREA S.F. REQUIRED S.F. ISLAND AREA PROVIDED S.F. 384180 204 rIA ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED S.F. = 204 SF (192 SF REQUIRED) L� 44ION [)LlFIT SERVICES LAT ILR'Di. L A A , CA iLEGATI r TIAL O N NOT TO SCALE SITE PLAN AMENITY CENTER � CABiLEGATE 11 BUBDMBION I COMMON AREA TOTAL AREA - 0.960 ACRES 1 BUiLDING 649 SP VOU*M 1Q9(% PG 288 COUX-M STATIN 6RAZOS COUNTY, TEXAS OWNER: DEVLOPER: Homeowners' Association of 3-D Development Castelgate Il, Inc. 4490 Costiegate Drive 4490 Cas#legate Drive College Station, TX 77845 College Station, TX 77845 (979) 690-7250 (979) 690-2330 SURVEYOR: ENGINEER: Brad Kerr, RPLS No. 4502 Schultz Engineering, LLC Kerr Surveying, LLC Firm #12327 409 N Texas Ave. 2730 Longmire, Suite A Bryan, TX 77803 College Station, Texas 77845 (979) 268-3195 (979) 764-3900 i I! RIVER ROCK PARKING LOT DRAIN co�� SCh , • \ So, \ RIVER ROCK PARKING LOT DRAIN GhUltz-Engineering, LLU 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JKO JPS 12-221 JANUARY 2013 20 10 0 20 SCALE IN FEET PLANTING LEGEND LANDSCAPE & STREETSCAPE POINTS SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS —� 2.1" -3.4" CAL LIVE OAK 5 150 1950 �!. PARKING LOT DRAIN (Quercus virginiana) 8 TOTAL POINTS REQUIRED: 1,257 + 2,490 = 3744 POINTS (50% = 1872 POINTS) STREETSCAPE TOTAL POINTS PROPOSED: 3986 POINTS (1950 'POINTS FROM CANOPY TREES > 50%) h VICTORIA AVENUE STREETSCAPE CANOPY CANOPY TREES (1 PER 32'): 233' = 8 CANOPY TREES REQUIRED 4 CANOPY TREES PROVIDED 8 NON—CANOPY TREES PROVIDED* 1.25" & LARGER CREPE MYRTLE 6 4 CANOPY TREES PROVIDED 40 800 * 2 NON—CANOPY TREES COUNT AS 1 CANOPY TREE i i (Lagerstoemia indica) 14 STREETSCAPE NON -CANOPY 5 GAL. WAXLEAF LIGUSTRUM 80 10 800 (ligustrum japonicum) SHRUB 5 GAL. ALTHEA 40 10 400 (Hibiscus Syriacus) SHRUB 1 GAL. INDIAN HAWTHORN 36 1 36 (Rhaphiolepis indica) SHRUB 11 TOTAL: 3986 i 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. CASTLEGA TE If AMENITY CENTER NOR WI CH DRIVE COMMON AREA - CASTLEGATE II SUBDIVISION SECTION 201, COLLEGE STATION LANDSCAPE PL NEVI EWED FOR COMPLIANCE ��MAH Z 8 2013 COLLEGE STATION ENGINEERING REV— 'D F'On SVE U. MAR 2 7.2313 iAi ON DEVEILI�4T E1 I EFLAt FILED: - ti � „gyp t r SCALE VERTICAL N/A HORIZONTAL 1"=20' PLOTTING SCALE: 1:1 FILE NAME: 12-221 SHEET I J I LEGEND DISTURBED AREA LIMIT mm SAME AS COMMON AREA BOUNDARY i 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. CASTLEGA TE If AMENITY CENTER NOR WI CH DRIVE COMMON AREA - CASTLEGATE II SUBDIVISION SECTION 201, COLLEGE STATION LANDSCAPE PL NEVI EWED FOR COMPLIANCE ��MAH Z 8 2013 COLLEGE STATION ENGINEERING REV— 'D F'On SVE U. MAR 2 7.2313 iAi ON DEVEILI�4T E1 I EFLAt FILED: - ti � „gyp t r SCALE VERTICAL N/A HORIZONTAL 1"=20' PLOTTING SCALE: 1:1 FILE NAME: 12-221 SHEET I J I POINTS PER PROJECT AREA: 41,818 SQUARE FEET OF SITE AREA 41,818 SF / 1,000 = 41.8 41.9 x 30 = 1,254 POINTS ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE RIVER ROCK ((440'-25')/50) x 300 POINTS = 2,490 POINTS PARKING LOT DRAIN - \, TOTAL POINTS REQUIRED: 1,257 + 2,490 = 3744 POINTS (50% = 1872 POINTS) TOTAL POINTS PROPOSED: 3986 POINTS (1950 'POINTS FROM CANOPY TREES > 50%) VICTORIA AVENUE STREETSCAPE \ CANOPY TREES (1 PER 32'): 233' = 8 CANOPY TREES REQUIRED 4 CANOPY TREES PROVIDED 8 NON—CANOPY TREES PROVIDED* NORWICH DRIVE STREETSCAPE: (1 PER 32') (232'-25') = 207' = 7 CANOPY TREES RE 4 CANOPY TREES PROVIDED 6 NON—CANOPY TREES PROVIDED* * 2 NON—CANOPY TREES COUNT AS 1 CANOPY TREE i i i 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. CASTLEGA TE If AMENITY CENTER NOR WI CH DRIVE COMMON AREA - CASTLEGATE II SUBDIVISION SECTION 201, COLLEGE STATION LANDSCAPE PL NEVI EWED FOR COMPLIANCE ��MAH Z 8 2013 COLLEGE STATION ENGINEERING REV— 'D F'On SVE U. MAR 2 7.2313 iAi ON DEVEILI�4T E1 I EFLAt FILED: - ti � „gyp t r SCALE VERTICAL N/A HORIZONTAL 1"=20' PLOTTING SCALE: 1:1 FILE NAME: 12-221 SHEET I J I I I [ EAPV NT t5MNG ST 14 PIPES 11P EXISTIN:rJSEWII LINE, DOS IJOPADO DEVELOPMMt LLJ., REMAIND OF 2029 C VACT 965 '21 r2l III I �C 0% JSESHIE OR -%�WASHM PITS Willi i 0 BUILIDING-/ SEJACK ! !1O'o6/2I8 TURE 61DFUEVVAIX - CASTLEGATE 11 SUBDIVISION SECTION 201. BLOCK 13, LOT 9 ZONED R-1 STEEL REINFORCING BARS CONCRETE PAVEMENT X-7 A "'-6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN * 6" PAVEMENT - USE #4 REBAR 0,",8" O.C.E.W. * 5" PAVEMENT - USE #4 REBAR 0 '18" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S. FLOOD ZONE AE AS DELINEATED BY THE TOWER POINT LOMB & JMITS OF 100 YEAR FLOODPLAIN AS REGULATED BY THE CITY OF COLLEGE STATION STORM WATER MANAGEMENT ORDINANCE SECTION 201, -BLOCK 10. LOT 8 ZONED R-1 I 20 10 0 20 SCALE IN FEET IL K b=vl" j § 90' TO EXIS11NO jj FIRE HYDRANT i --PROPOSED WATER METERi--PROPOSED S, 'TIE INTO EX1S1INd___ SEWER SERVICE AND INSTALL CLEANOUT ROPOSED I" WATER SERVICE LEGEND SITE SPECIFIC NOIES, 1. THE OWNER OF THE PROPERTY IS THE HOMEOWNERS' AssoctAnoN OF CASTLEGATE 11, INC. THE SUBJECT PROPERTY IS COMMON AREA OF CASTLEGATE SUBDIVISION 11, SECTION 201, VOL 10906 PC. 268. THE PROPERTY IS ZONED R-1. 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.960 ACRES (41,818 SF). 3. THIS PROJECT LIES WITHIN THE SPRING CREEK DRAINAGE BASIN AN I D WILL DRAIN INTO THE PREVIOUSLY CONSTRUCTED DETENTION POND. THAT POND WAS DESIGNED IN THE DRAINAGE REPORT FOR CASTLEGATE 11, SECTION 200 (MARCH 2011. REVISED OCTOBER 2011). NO ADDITIONAL STORMWATER DETENTION IS BEING PROPOSED WITH THIS PROJECT SECTION 100. 4. LANDSCAPING AND IRRIGATION DESIGN AND ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE AND IRRIGATION PLANS. 5. THE IRRIGATION L SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. THE AMENITY CENTER IS AN ACCESSORY USE TO THE RESIDENTIAL DEMOPMENT. THE MINIMUM REQUIRED FIRE FLOW FOR THIS BUILDING IS 1,OGO GALLONS PER MINUTE. ONE FIRE HYDRANT 13 REQUIRED. THE HYDRANT FLOW WILL BE PROVIDED BY AN EXISTING HYDRANT ON NORWICH DRIVE. 7. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING To THE PENDING TOWER POINT LETTER OF MAP REVISION, FEMA. ME NO. 12-06-1841P. B. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. 10. ALL UTILITY LJNF_S (WATER, GAS, SANITARY SEM, VERIZON, STORM,SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY AND INDEPEND T AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 11. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE I 12. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADF_ SUCH SCREENING SHALL BE COORDINATED VAIN THE BUILDING ARCHITECTURE, AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 13. PROPOSED SIGNS SHALL. BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 1 1 14, ALL ELECTRICAL IMPROVEMENTS SMALL BE PER COLLEGE STATIONL LITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DEMON FOR THIS PROJECT. CSU ELECTRICAL CONTACT: ERIC NORTON CITY OF COLLEGE STATION UTILITIES PH: 979-764-6280 15. SOLID WASTE sl-nACE WILL BE BY 90 GALLON ROLLOUT CONTAINS. 16. THIS PROPERTY IS IN THE SPRING CREEK SEWER IMPACT FEE AREA GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EDTA 11 LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NDilFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS- (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN UNK COMMUNICATIONS: (979) $95-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER VERNS NECES!Mw TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE THIS INCLUDES THE INSTALIA71ON OF A CONSTRUCTION EXIT AND S T 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 1/2- OR MORE. THE CONI RACTOR 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 f ERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. S. PERMANENT vEoErmm WILL BE ESTABLISHED ON THE DISTURBED 1REA5 AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE V07H THE 2012 cir1l OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1928 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. I 8. THE CONTRACTCR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND XISTING INLETS ADJACENT TO THE PROJECT S TM 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE .STANDARDS OF SECTION 7.10 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 M THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. *--S' PUE 10906/268 CASTLEGATE 11 SUBDIVISION SECTION 201, BLOCK 10, LOT 7 ZONED R-1 PARKING ANALYSIS PROPOSED PARKING: 26 SPACES PARic1° 4 ` 2 SPACE HANDICAP PARKING -PROPOSED !i 28 SPACES TOTAL c C. I EXISTING CONTOUR CURVE TABLE COMMON AREA BOUNDARY L2 164.13- S1W # 22-E DEI -TA TANGeff CHM CWW BEAFM EXISTING EDGE OF PAVEMENT ISI - 09T 19' 28* 26.07' 36.12' NW 08' 51*E PROPOSED EDGE OF PAVEMENT 25.(10* re 021' 28' 53* 6.3e 12-30' S33. 48' 497E LOT LINE 175.60- 003- 40' 527 PUBLIC UTILITY EASEMENT LINE BUILDING SETBACK LINE -S-8 -S-8 PUBLIC SANITARY SEWER LINE' _W-8 -W-8 PUBLIC WATER LINE ---------- - ------- 4" PVC SLEEVE ST ST - ST - ST PUBLIC STORM SEWER -S-4-S-4- PROPOSED SANITARY SEWER LINE W W PROPOSED WATER LINE 0 Ci-- WROUGHT IRON FENCE WOODEN FENCE EXISTING SIDEWALK 0 PUBLIC SANITARY SEWER MANHOLE PROPOSED BUILDING ROOF LINE PHASE LINE CONCRETE POOL DECK CONCRETE SIDEWALK 4* CONCRETE SIDEWALK (PUBLIC) RIVER ROCK PARKING LOT DRAIN SITE SPECIFIC NOIES, 1. THE OWNER OF THE PROPERTY IS THE HOMEOWNERS' AssoctAnoN OF CASTLEGATE 11, INC. THE SUBJECT PROPERTY IS COMMON AREA OF CASTLEGATE SUBDIVISION 11, SECTION 201, VOL 10906 PC. 268. THE PROPERTY IS ZONED R-1. 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.960 ACRES (41,818 SF). 3. THIS PROJECT LIES WITHIN THE SPRING CREEK DRAINAGE BASIN AN I D WILL DRAIN INTO THE PREVIOUSLY CONSTRUCTED DETENTION POND. THAT POND WAS DESIGNED IN THE DRAINAGE REPORT FOR CASTLEGATE 11, SECTION 200 (MARCH 2011. REVISED OCTOBER 2011). NO ADDITIONAL STORMWATER DETENTION IS BEING PROPOSED WITH THIS PROJECT SECTION 100. 4. LANDSCAPING AND IRRIGATION DESIGN AND ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE AND IRRIGATION PLANS. 5. THE IRRIGATION L SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. THE AMENITY CENTER IS AN ACCESSORY USE TO THE RESIDENTIAL DEMOPMENT. THE MINIMUM REQUIRED FIRE FLOW FOR THIS BUILDING IS 1,OGO GALLONS PER MINUTE. ONE FIRE HYDRANT 13 REQUIRED. THE HYDRANT FLOW WILL BE PROVIDED BY AN EXISTING HYDRANT ON NORWICH DRIVE. 7. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING To THE PENDING TOWER POINT LETTER OF MAP REVISION, FEMA. ME NO. 12-06-1841P. B. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. 10. ALL UTILITY LJNF_S (WATER, GAS, SANITARY SEM, VERIZON, STORM,SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY AND INDEPEND T AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 11. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE I 12. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADF_ SUCH SCREENING SHALL BE COORDINATED VAIN THE BUILDING ARCHITECTURE, AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 13. PROPOSED SIGNS SHALL. BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 1 1 14, ALL ELECTRICAL IMPROVEMENTS SMALL BE PER COLLEGE STATIONL LITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DEMON FOR THIS PROJECT. CSU ELECTRICAL CONTACT: ERIC NORTON CITY OF COLLEGE STATION UTILITIES PH: 979-764-6280 15. SOLID WASTE sl-nACE WILL BE BY 90 GALLON ROLLOUT CONTAINS. 16. THIS PROPERTY IS IN THE SPRING CREEK SEWER IMPACT FEE AREA GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EDTA 11 LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NDilFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS- (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN UNK COMMUNICATIONS: (979) $95-2429 VERIZON: (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER VERNS NECES!Mw TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE THIS INCLUDES THE INSTALIA71ON OF A CONSTRUCTION EXIT AND S T 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 1/2- OR MORE. THE CONI RACTOR 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 f ERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. S. PERMANENT vEoErmm WILL BE ESTABLISHED ON THE DISTURBED 1REA5 AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE V07H THE 2012 cir1l OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1928 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. I 8. THE CONTRACTCR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND XISTING INLETS ADJACENT TO THE PROJECT S TM 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE .STANDARDS OF SECTION 7.10 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 M THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. *--S' PUE 10906/268 CASTLEGATE 11 SUBDIVISION SECTION 201, BLOCK 10, LOT 7 ZONED R-1 PARKING ANALYSIS PROPOSED PARKING: 26 SPACES PARic1° 4 ` 2 SPACE HANDICAP PARKING -PROPOSED !i 28 SPACES TOTAL c C. LINE TABLE I UNE # LENGTH SEA CURVE TABLE CMVE # 1_130*1 L2 164.13- S1W # 22-E DEI -TA TANGeff CHM CWW BEAFM 40.311! 25. - 09T 19' 28* 26.07' 36.12' NW 08' 51*E 12.43' 25.(10* re 021' 28' 53* 6.3e 12-30' S33. 48' 497E 11.24! 175.60- 003- 40' 527 5.62' 11.24' S21' 24' 48*E LINE TABLE I UNE # LENGTH SEA ii3G Ll 18.31' 548' 0 16-E L2 164.13- S1W # 22-E ,f SEWER SERVICE W/ CLEANOUT TOTAL PARKING: 29 SPACES :t*11_7.5! BUILDING RESERVED �r1270W REFLECTIVE FINISH METAL MON+2! SETBACK PARKING A LLM 3- t 111 _12"x9' REFLECTIVE FINISH METAL SIGN 4--8' WOODEN FENCE t 6- t �_PROPOSEO 2x2 GALVANIZED STEEL. TUBE COLUMN ro DRAINAGE SWAM SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO R TOP OF TUBE. PAINT TUBE AND CAP. Ir 4,n kt. 7 I I I VAR L NOTES! COLLEGE,, X! 1. ALL CHARACTERS MUST BE 60* ENGINEERING CASTLEGATE 11 SUBDIVISION MINIMUM ABOVE GRADE OR SIDEWALK. SECTION 201, BLOCK 10, LOT 7 ZONO R-1 ADA SIGN DETAIL VICINITY MAP 0 = J4 BMS NOTE., ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE 0 = 31e X 18* SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. do=% THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY Suo-,&hultz Engineering, LLL; JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON JANUARY 23, 2013. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JKO JPS 12-22I JANUARY 2013 N.T.S. 1 6* AT EACH END TOTAL END ISLAND ADDITIONAL INTERIOR ISLAND AREA S.F. MINIMUM AREA REQUIRED i� I a lie 111111 IM 11 1 111111. M, owl fngee iron irmI WEI PON -M I ]I re BIKE RACK DETAIL N.T.S. PA Srpr r A TLE If X_/ -z-A j _1_j E Lr.Z-JL J JU( f 2r i -36--.4 AMENITY CENTER NORWICH DRIVE COMMON AREA - CASTLEGATE II SUBDIVISION SECTION 201, COLLEGE STATION ff 1kh OMR, 1ANCE L; e MAR -1 7,2013 GQL.W_--rs b . lArION )EVELOPOwNT SERVICES SITE PLAN PERIPHERAL PARKING: 13 SPACES INTERIOR PARKING: 16 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: 16 SPACES X 12 = 192 SF I I INTERIOR ISLANDS TOTAL END ISLAND ADDITIONAL INTERIOR ISLAND AREA S.F. MINIMUM AREA REQUIRED AREA PROVIDED PROVIDED S.F. 384 180 204 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDE !F = 204 'SF (192 Sk"kdU1RED),4' -1,� L R, IR I ii& AMENITY CENTER CAUMEGATE 11 SUBDMSION COMMON AREA TOTAL AREA - 0.960 ACRES 1 BUILDING 649 SF VO ime, PQ 268 COUX-10E STATION, WAZOS COWff, IBM OWNER: DEVLOPER: Homeowners' Association of 3-D Development Castelgate 11, Inc. 4490 Castlegote Drive 4490 Castlegate Drive College Station, TX 77845 College Station, TX 77845 (979) 690-7250 i (979) 690-2330 SURVEYOR: ENGINEER: Brad Kerr, RPLS No. 4502 Schultz Engineering, LLC Kerr Surveying, LLC Firm #12327 409 N Texas Ave. 2730 Longmire, Suite A Bryan, TX 77803 College Station, Texas 77845 (979) 268-3195 (979) 764-3900 SCALE VERTICAL LA VERL N HORIZONTAL 1"=20° PLOTTING SCALE: 1:1 FILE NAME: 12-221 SHEET Cl 31 SITE SPECIFIC NOTES: \ 1. THE OWNER OF THE PROPERTY IS THE HOMEOWNERS' ASSOCIATION OF CASTLEGATE 11, INC. THE SUBJECT PROPERTY IS COMMON AREA OF CASTLEGATE SUBDIVISION 16 SECTION 201, VOL 10906 PG. 268. THE PROPERTY IS ZONED R-1. LEGEND 2. THE DISTURBED AREA FOR THIS PROJECT IS 0.960 ACRES (41.818 SF). FLOOD ZONE AE AS DELINEATED -� M �UTILIIY -� • , ,�. EA EMENT Y� 2 - 9' PARKING SPACES��, { I 9 d EXISTING 8" MS13NG STORM IPES ARKING�� i I ti Q. PSLAND $ .,: SEWER. UNE 374 SF .. _----- - PR POSED p I INTERIOR 25' BUILDING 4' S y PARKING � ry� � . SETBACK � W 4 EW LK ISLAND S \ 184 SF N >' \ ni / ce .p i`Lf =164' • i T ARk g•p - \ S.8 1" TIE INTO EXISTING Sp p 3 WATER SERVICE ( I N Nc 3 90' TO EXISTING i I I i ° ACES S°q FIRE HYDRANT F r ( ..a 9' S 8,g, �, 8 PROPOSED WATER METER >•'p • TYP: p1 /1 . • • ' INTERIOR. PARKING 9' EXISTIN 2" SEWE LINE ".:. ` . '•.: .. p ISLAND (3) 363 SF IYP. • Q�ti N S�8 �"-, „ 20 Ja INTERIOR PARKING , \I ISLAND 384 SF ti " l� �) • p _- - 9' 4 PVC SLE I \ / I • {• " PROPOSED DOS DI0 DO I I� 6' SIDEWALK ? 9•~ ti / q TIE INTO EXISTING O DEVELOP N� LLG. .'-\'--WI20LIGHT•dRON ' ..} H pq CFS I SERVICE AND 71 N / \ CE - o . I ° . ANQR/fj SEWER SE - REMAIND R, OF ,I / i • . I I /c No { INSTALL CLEANOUT �---- 20 .66 AC� TRIC:. \ y :.... .. q 965 121 [3 : cn .. II { .. I \ / I' e ? • TYP. g04S _ ti Q X .. ° Ii { I , { 3. THIS PROJECT UES WITHIN THE SPRING CREEK DRAINAGE BASIN AND WILL DRAIN INTO THE PREVIOUSLY CONSTRUCTED DETENTION POND. THAT POND WAS DESIGNED IN THE DRAINAGE REPORT FOR CASTLEGATE 11, SECTION 200 (MARCH 2011. REVISED OCTOBER 2011). NO ADDITIONAL STORMWATER DETENTION IS BEING PROPOSED WITH THIS PROJECT SECTION 100. 4. LANDSCAPING AND IRRIGATION DESIGN AND ANALYSIS WILL BE IUVIDED ON THE LANDSCAPE AND IRRIGATION PLANS, 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND.INSTALLED Pi TOR to C.O. 6. THE AMENITY CENTER IS AN ACCESSORY USE TO THE RESIDENTIAL DEVELOPMENT. THE MINIMUM REQUIRED FIRE FLOW FOR THIS BUILDING IS 1,000 GALLONS PER MINUTE. ON� FIRE HYDRANT IS REQUIRED. THE HYDRANT FLOW WILL BE PROVIDED 13Y AN EXISTING HYDRANT ON NORWICH DRIVE. 7. A PORTION OF THIS. TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING TOWER POINT LETTER OF MAP REVISION, F.E.M.A. CASE NO. 16-06-0657P. 8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 9: ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMET PLAN 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 AND INDEP NDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS:" 11. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 12. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENTS LL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN. 150' OF THE SUBJECT LOT, MEA RED FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATE WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 13. PROPOSED'SIGNS SHALL BE PERMITTED SEPARATELY IN ACC ANCE WITH THE UDO. 14. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATIN UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT. CSU ELECTRICAL CONTACT: ERIC HOR N CITY OF COLLEGE STATION UTILITIES . PH: 979-764-6280 15. SOLID WASTE SERVICE WILL BE BY 90 GALLON ROLLOUT CONT�NERS. 16. THIS PROPERTY IS IN THE SPRING CREEK SEWER IMPACT FEE NREA. GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTIL(TIES. 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 VERIZON: (979) 821-4770 I 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 AS NECESSARY. 3. THE CONTRACTOR: IS RESPONSIBLE FOR INSPECTING AND MAIN NTNG THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE ONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTON OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000, REQUIREMENTS FOR, CONSTRUCTION SITES. 5. PERMANENT VEGETATION WILL. BE ESTABLISHED ON THE DISTUR ED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE rinTH THE 201d CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGIN I R'S OFFICE 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. S. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL M CURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND ISTING INLETS ADJACENT TO THE PROJECT SITE. 10. CONTOURS SHOWN A RE FROM FIELD SURVEY DATA., 1 E STAN DS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE.E G SOUR 1 .EXTERIOR EUILDING AND SITE LIGHTING WILL MEET THE DAR TIN U THE UHT CE SHALL NOT PROJECT BELOW L DIRECT1 PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER T THE E EL W AN OPAQUE HOUSING AND NO FIXTURE SHAD I THAT PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. P E NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED. AT THE TIME OF BUILDING PERMIT AND BED p _ CERTIFlCAT6 OF OCCUPANCY. i I:: , 9' I � .� ....• :. .. > � PROPOSED 1 WATER SERVICE I I t I �. I W \ ®..V__ _N i • 5' PUE WHEEL . ( ( I ( � \ \ �� ( I .'•..15��11J711(�11y � \ . � \. .• ••.�( \ / �.,' ,:: .:... > gT STOPS 10906/268 68 X" BIKE ' CASTLEGATE II SUBDIVISIONX '.: '. e D RACK I � -,.� SECTION 201, BLOCK 10, LOT. 7 I • .. •:' ::: PEnES-1-. (. ZONED R-1 / \ GATE':' • (� 6" CURB - \ .. '" •{.. . ....: ..... �.I LINE_ TA1BLE TOTAL � CURVE TABLE _ CURVE f LENQTH RADW DELTA TAN EMIT CHORD CHORD BEAFM C1 40.34' 25.04' 09T 19' 28" 26.07' 36.12' N88' 08' 51 "E C2 12.43' 125.00' 028' 28' 53" 6.34' 12.30' S33' 48' 49"E' C3 11.24' 1175.00' 003' 40' 52" 5.62' 11.24' S21' 24' 48"E LINE_ TA1BLE TOTAL LINE # LENGTH BEARING L1 18.31' S48. 03' 16"E L2 " 164.13' S19. 34' 22"E V" .4- SEWER StKvlGt •1 . r- ( I ' I I I .. \ t COVERED I - - - .. AREA w/ CLEANOUT TOTAL PARKING 29 SPACES II 4 Q� 15 But I SE ACK \ .:' RESERVED 12"x18" REFLECTIVE FINISH METAL SIGN �--i I 7.5 BUILDING - , PARKING ( SETBACK \ , �". ,(- �• r - - - �•• - _ - - - _.PROPOSED POOL BUILDING BATHROOMS & STORAGE •) I. .. .. .. ... •"" FF = 321.1 14 • { ( 110' Pl1E I i( I \ / - �� _ 672 SF 10906/268 . y��r� / \ 12"x9" REFLECTIVE FINISH METAL SIGN III : ••.: \ :. • � - _. �•,: .. 8' WOODEN FENCE 6" � N - j .. �..� :. : I� -. 6'•. WOODEN FEE _ { I I GATE NC- rn PROPOSED 2x2 GALVANIZED STEEL TUBE COLUMN DRAINAGE SWALE SET IN CONCRETE FOOTING. PROVIDE i I I ......� �.......:. FUTURE I GALVANIZED STEEL CAP WELDED TO SIDEWALK A, , qA* - - - TOP OF TUBE. PAINT TUBE AND CAP. ..- -, N i4 "210.6 _ L I 20' BUILDING SHADE N . SETBACK7 STRUCTURE 8' WOODEN FENCE I i PERIPHERAL PARKING: 13 SPACES INTERIOR PARKING: 16 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: 16 SPACES X 12 = 192 SF INTERIOR ISLANDS TOTAL END ISLAND ADDITIONAL ISLAND MINIMUM AREA INTERIOR AREA S.F. REQUIRED S.F. ISLAND AREA PROVIDED S.F. 384. 180 204 ADD11IONAL INTERIOR LANDSCAPE ISLAND PROVIDED S.F. = 204 SF (192 SF REQUIRED) PROPOSED { EXISTING ELECTRICAL DRAINAGE SWALE 10' PUE PULL BOX 10906/268 1 1 NOTES: \I - ` 3" MIN. L .i� 1. ALL CHARACTERS .MUST BE 60' { I I I CASTLEGATE 11 CASTLEGATE II SUBDIVISION - II MINIMUM. ABOVE GRADE OR SIDEWALK. CASTLEGATE II SUBDIVISION f S"� SECTION 201, BLOCK 10, LOT 7 VICINITY SECTION 201, BLOCK 10, LOT 8 _ MAP I I I N CASTLEGATE II SUBDIVISION ZONED R-1 ( ZONED R-1 ADA SIGN DETAIL . SECTION 201, BLOCK 13, LOT 9 / N.T.S. AMENITY CENTER {(n I ZONED R 1 I I I /- H gwo h y 40 CASTLEGATE II SUBDIVISION ,08" o COMMON AREA 6" AT EACH END TOTAL AREA ®0.964 ACRES - _ - 1 BUILDING 649 SF STEEL REINFORCING BARS 24" ilfT�-r� �/' VOLUME VWG0 PCS 268 1/4»R CONCRETE PAVEME T " ts" CASTLEGATE COLLEGE STATION, BRAZ08 COUNTY, TEXAS -a- � -� •� -T-•-,-•-e^ti- -'� {=,--e-' � X _ 3pR 1' 5" 35" 24» O x`24" OWNER: DEVLOPER: � _ t i 3-D Development .�� ... c.4• •�G M IN 6 L►ME STABILIZED SUBGRADE v s• � � 4 Homeowners Association of 1TITNI d "90 Castlegate Drive .. " - Castel ate II,' Inc.I(EXTENDS 1: OUTSIDE THE EDGE OF PAVEMENT) d• 3 Q 9 College Station TX 77845 4490 Castlegate Drive g ' X�=5 OR 6" AS SHOWN ON THE PAVEMENT PLAN 2" ° 2» (979) 690-7250' * 6 PAVEMENT. -USE 4 REBAR ®18 O.C.E. W. » » ° G College Station, TX 77845 # �36 �15 �-,30*MIN. 30 MIN. - - * n _ e _ 5 PAVEMENT USE 4 REBAR 0 18 O.C.E.W. L» �'`� 6. �'` 6» � N (979) 690-2330 3 Q 4" SURVEYOR: 'ENGINEER: = NOTE: ALL CURBS 6" IN HEIGHT 5 TYPICAL CONCRETE PAVING SECTION ® #4 BARS UNLESS NOTED -OTHERWISE. - BIKE RACK DETAIL Z� Brad Kerr, RPLS No. 4502 Schultz Engineering,LLC N.T.S- 0= 3/4* X 18" SMOOTH N.T.S. 0 / TYPICAL CURB DETAIL ( Kerr Surveying, LLC Firm #12327 EXPANSION DOWELS PROJECT G 409 N Texas Ave. 2730 Longmire, Suite A N.T.S. B g • LOCATION NOT To SCALE Bryan, TX 77803 College Station, Texas 77 45 (979) 268-3195 (979), 764-3900 ., THE SEAL APPEARING ON THIS ...C�e �'°� DOCUMENT WAS AUTHORIZED BY 1 1 u It Engineering, LLC JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON JANUARY 10, 2013. College Station, Texas 77845 ISSUED FOR REVIEW. 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JKO JPS 12-221 JANUARY 2013 ,goy►P E#OF!'�� 1 .::...................::*..4 JOSEPH P. SCHULTZ 65889 E FIRM # 12327 SCHULTZ ENGINEERING, LLC CASTLEGATE II AMENITY CENTER SITE' PLAN NORWICH DRIVE: COMMON AREA - CASTLEGATE II SUBDIVISION SECTION 201, .COLLEGE STATION SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 12-221 3. THIS PROJECT UES WITHIN THE SPRING CREEK DRAINAGE BASIN AND WILL DRAIN INTO THE PREVIOUSLY CONSTRUCTED DETENTION POND. THAT POND WAS DESIGNED IN THE DRAINAGE REPORT FOR CASTLEGATE II, SECTION 200 (MARCH 2011. REVISED OCTOBER 2011). NO ADDITIONAL STORMWATER DETENTION IS BEING PROPOSED WITH THIS PROJECT SECTION 100. 4. LANDSCAPING AND IRRIGATION DESIGN AND ANALYSIS WILL BE PROI DED ON THE LANDSCAPE AND IRRIGATION PLANS, 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOTO C.O. 6. THE AMENITY CENTER IS AN ACCESSORY USE TO THE RESIDENTIAL%EVELOPMENT. THE MINIMUM REQUIRED FIRE FLOW FOR THIS BUILDING IS 1,000 GALLONS PER MINUTE. ONE FIRE HYDRANT IS REQUIRED. THE HYDRANT FLOW WILL BE PROVIDED BY AN EXISTING HYDRANT ON NORWICH DRIVE. 7. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE PENDING TOWER POINT LETTER OF MAP REVISION, F.E,M.A. CASE NO. 10-06-0657P. 8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB' UNLESS OTHERWISE NOTED. 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN 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 AND INDEPEND�T AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 11. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 12. ALL ROOF. AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHA I'' BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL. DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIEDAPPEARANCE.I 13. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDAN CE WITH THE UDO. 14. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT. CSU ELECTRICAL CONTACT: ERIC HORTON CITY OF COLLEGE STATION UTILITIES PH: 979-764=6280 15. SOLID WASTE SERVICE WILL BE BY.90 GALLON ROLLOUT CONTAINERS. 16, THIS PROPERTY IS IN THE SPRING CREEK SEWER IMPACT FEE AREA 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 LINK COMMUNICATIONS:" (979) 595-2429 VERIZON: (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 AS NECESSARY. 3. THE CONTRACTOR. IS RESPONSIBLE FOR .INSPECTING AND MAINTAIN NG 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. MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. I 4. THE CONTRACTOR IS REQUIRED To MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 1.50000 REQUIREMENTS FOR CONSTRUCTION SITES. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED. AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED" AREAS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA .STANDARD 29 CFi PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURIS ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXIS NG INLETS ADJACENT TO THE PROJECT SITE. 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 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 Q .. - ; .. ., ® ,� - - i .. \ , 4'�LANDSCAPI • , \. - CERTIFICATE OF OCCUPANCY. N : :'. •i .' I I::'' 4 d ' BED' \ / i 9• ,. "WATER SERVICE L I i i X PROPOSED 1 �= T. , IIT I , :C. yF,��777r�'''{��'�� WHEEL ( 5' PUE Yfl!Fjlllli' 1 \" / 1. ° STOPS I 10906/268 III i \ 4-. III i ' :....R�•�• ... \ II / \ I ;. '„ • t., ,•: ; > X CASTLEGATE II SUBDIVISION E SECTION 201, BLOCK 10, LOT 7RACK PEDES•fAN . • . _ � .. •• ° I ZONED R-1 \ / ' \ GATE': j. . .:. "'- {� 6"" CURB �.... tU OR5ESHOE OR i \ :..._ :. SHADE W SHE PITS \\\ �n, UCTURE I C� I I P AAACRiII V 1 ��ti C�i� .,.. 7 / PROPOSED I PARKING ANALYSIS LINE TABLE LINE # LENGTH 'B RING: L1 18.31' S48 03' 16'E L2 164.13' S19' I'34' 22"E PROPOSED ' T• ` \ - V ., .. ... �� •----- _ .. 4` SEWER SERVICE COVERED w cLEANouT. TOTAL PARKING: 29 SPACES AREA _ / .. 1' ii i 1 BUILDING F.. ' - ai ' Q..1 SE ACK. � •' 7.5' BUILDING RESERVED 12`x18" REFLECTNE FINISH METAL SIGN SETBACK PARKING II _ 1'-6" • .� • • �' • • • ••' - - -- ': �• = _ _ _ = _ _ _ _,,Z5,,PROPOSED POOLBUILDINGW/ 4-, T� \ / •.� - - _ _ - _ - BATHROOMS.& STORAGE \ / F� FF = 321.1' ( .. T 672 SF �< I ( I10 PIE06/2 8 _��6 v I �::.Y �" Y �.... / \ L ; • / \ 3` 12'x9" REFLECTIVE FINISH METAL SIGN r�- I ... _.� .. 6. µ E 8' WOODEN FENCE . .� ....: ... - 6.. 04 WOODEN FENCE .. GATE rn PROPOSED 5. 2x2 GALVANIZED STEEL TUBE COLUMN ET M . DRAINAGE SWALE SIN CONCRETE FOOTING. PROVIDE --- ��... ^�... GALVANIZED STEEL CAP WELDED TO FUTURE �_ TOP OF TUBE. PAINT TUBE AND CAP. ..SIDEWALK - 210.6 i N� 34■( 20' BUILDING SHADE ' SETBACK STRUCTURE 8r WOODEN FENCEJ I 1 1 PERIPHERAL PARKING: 13 SPACES INTERIOR PARKING: 16 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: 16 SPACES X 12 = 19 _. 2 SF INTERIOR ISLANDS TOTAL CURVE TABLE CURVE # L 3%KM RADI IS DELTA TANGENT CHORD CHM BEAFM C1 40.34' 25.04' 092' 19' 28" 26.07' 36.12' N88' 08' 51"E C2 12.43' 25.00' 028' 28' 53" 6.34' 12.30' S33' 48' 49"E C3 11.24' 175.00' 003' 40' 52" 5.62' 11.24' S21' 24' 48"E tU OR5ESHOE OR i \ :..._ :. SHADE W SHE PITS \\\ �n, UCTURE I C� I I P AAACRiII V 1 ��ti C�i� .,.. 7 / PROPOSED I PARKING ANALYSIS LINE TABLE LINE # LENGTH 'B RING: L1 18.31' S48 03' 16'E L2 164.13' S19' I'34' 22"E PROPOSED ' T• ` \ - V ., .. ... �� •----- _ .. 4` SEWER SERVICE COVERED w cLEANouT. TOTAL PARKING: 29 SPACES AREA _ / .. 1' ii i 1 BUILDING F.. ' - ai ' Q..1 SE ACK. � •' 7.5' BUILDING RESERVED 12`x18" REFLECTNE FINISH METAL SIGN SETBACK PARKING II _ 1'-6" • .� • • �' • • • ••' - - -- ': �• = _ _ _ = _ _ _ _,,Z5,,PROPOSED POOLBUILDINGW/ 4-, T� \ / •.� - - _ _ - _ - BATHROOMS.& STORAGE \ / F� FF = 321.1' ( .. T 672 SF �< I ( I10 PIE06/2 8 _��6 v I �::.Y �" Y �.... / \ L ; • / \ 3` 12'x9" REFLECTIVE FINISH METAL SIGN r�- I ... _.� .. 6. µ E 8' WOODEN FENCE . .� ....: ... - 6.. 04 WOODEN FENCE .. GATE rn PROPOSED 5. 2x2 GALVANIZED STEEL TUBE COLUMN ET M . DRAINAGE SWALE SIN CONCRETE FOOTING. PROVIDE --- ��... ^�... GALVANIZED STEEL CAP WELDED TO FUTURE �_ TOP OF TUBE. PAINT TUBE AND CAP. ..SIDEWALK - 210.6 i N� 34■( 20' BUILDING SHADE ' SETBACK STRUCTURE 8r WOODEN FENCEJ I 1 1 PERIPHERAL PARKING: 13 SPACES INTERIOR PARKING: 16 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: 16 SPACES X 12 = 19 _. 2 SF INTERIOR ISLANDS TOTAL END ISLAND ADDITIONAL ISLAND MINIMUM AREA INTERIOR ISLAND AREA AREA S.F. REQUIRED S.F. PROVIDED S.F. 384_ 180 204 , ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED S.F. 204 SF (192 SF REQUIRED) i to _ PROPOSEDT I 1 1 EXISTING ELECTRICAL 10 PUE DRAINAGE SWALE 10906 PULL BOX /268 I I NOTES: . L � 3 MIN. 1. ALL CHARACTERS MUST BE 60" \ { MINIMUM ABOVE GRADE PR SIDEWALK. i I CASTLEGATE IL CASTLEGATE II SUBDIVISION CASTLEGATE It SUBDIVISION t / SECTION 201, BLOCK 10. LOT 7 _ SECTION 201, BLOCK 10, LOT 8 VICINITY P • ZONED R-1 { { I { � CASTLEGATE 11 SUBDIVISION ZONED R-1 ( ADA SIGN DETAIL iMENITY CENTER i SECTION .201, BLOCK 13, LOT 9 , N.T.S.N.Ts. {/ ZONED R-1 h wd 40 II . H' g Y CASTLEGATE II SUBDIVISION 108* III I _ COMMON AREA TOTAL AREA 0.960 ACRES 6» AT EACH ENDT _LL1 BUILDING 649 SF STEEL. REINFORCING BARS M Mffll �11RE�Mn TE•�� ...24" 1/4„R CONCRETE PAVEME T 15" CASTLEGATE COLLL-C1B STATION, BRAZOS C.OUMIY, TEXAS . 3" 3111 • _ -"Q- :• • -r -,- :- e -T -r' -e- f�-• -sem X - .. _ 4. 3 R 1/4 R 5` / 4 2` \ i t OWNER:*DEVLOPER: 111 r J. 3 -D Development a 4• •G Homeowners Association of 6 LIME STABILIZED SUBGRADE a . d s" - _ - J� D pa 4490 Castlegate Drive EXTENDS 1 OUTSIDE- THE EDGE OF PAVEMENT 4 O Castelgate II, Inc. ( ) 4• 3 .. College Station, TX 77845 X=5" n 3' d 2" - 4490 Castle ate Drive- . * X=5 OR 6 AS SHOWN ON THE PAVEMENT PLAN 2 (979) 690-7250 * _ n ° G College Station. TX 77845 6 PAVEMENT USE #4 REBAR ® 18 O.C.E.W. I x-36- -f-15" 30" MIN. [:�30' MIN. �is---4-36---j t� * 6» C� . N (979) 690-2330. 5" PAVEMENT USE #4 REBAR U 18„ O.C.E. W. s" s' o Q» 3" 4 SURVEYOR: ENGINEER: - NOTE: ALL CURBS 6" IN HEIGHT 5 TYPICAL CONCRETE PAVING SECTION ®- #4 BARs THE wlsE. BIKE RACK DETAIL (` UNLESS NOTED OTHERWISE. Z. Brad Kerr, RPLS No. 4502 Schultz Englneermg, LLC - N.T.S. 0 = 3/4" X 18" SMOOTH N.T.S. Kerr Surveying, LLC EXPANSION DOWELS TYPICAL CURB DETAIL Gt Y g. Firm #12327 N.T.S. PROJECT 409 N Texas Ave. 2730 Longmire, Suite A NOT TO SCALE Bryan, TX 77803 g LOCATION ry College Station, Texas 77845 - (979) 268-3195. (979) 764-3900 ' T = T T T T T ® T p'� „ Q po THE. SEAL APPEARING ON THIS S Ctufltz E1 1 inee1 In LLC DOCUMENT WAS AUTHORIZED BY , JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON JANUARY 10, 2013. College Station, Texas 77845 ISSUED FOR REVIEW 979.764.3900" TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JKO JPS .12-221 JANUARY 2013 *r ...................... *.. ♦ JOSEPH P. SCHULTZ .. ' r-11..�.3 FIRM # 12327 SCHULTZ ENGINEERING, LLC CA IS T L.E GA TE II AMENITY C.1'NTER NORWICH DRIVE COMMON AREA . - CASTLEGATE II SUBDIVISION SECTION 201, COLLEGE STATION L �S�CALE r SHEET VERTICAL N/A HORIZONTAL 1"=20' PLOTTING SCALE: 1:1 " FILE NAME; 12-221 C1 3. DRAINAGE, INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN AND DRAINAGE REPORT. 1 4. LANDSCAPAJG AND IRRIGATION DESIGN AND ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE AND IRRIGATION PLANS. 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6. THE AMENITY CENTER IS AN ACCESSORY USE TO THE RESIDENTIAL DEVELOPMENT. THE MINIMUM REQUIRED FIRE FLOW FOR THIS BUILDING IS 1,000 GALLONS PER MINUTE. THE BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRED FIRE FLOW BY 50 % (1,500 GPM). ONE FIRE HYDRANT IS REQUIRED. THE HYDRANT FLOW WILL BE PROVIDED BY AN EXISTING HYDRANT AND A PROPOSED HYDRANT WHICH IS NEEDED TO SERVE THE FIRE DEPARTMENT CONNECTION. 7. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZAKU AREA ACCORDING TO THE PENDING TOWER POINT LETTER OF MAP REVISION, F.E.M.A. CASE NO. 10-06-0657P. 8. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN 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 AND INDEPENDENT AGENCIES AND/OR: ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 11. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 12. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDEN71AL DISTRICT WITHIN 150' 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. 13. PROPOSED, SIGNS SHALL BE, PERMITTED SEPARATELY IN ACCO DANCE WITH THE UDO. 14. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATII N UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT. CSU ELECTRICAL CONTACT: ERIC HORTON CITY OF COLLEGE STATION UTILITIES PH: 979-764-6280 . 15. SOLID WASTE SERVICE WILL BE BY 90 GALLON ROLLOUT CONTAINERS. 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 ATMJS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VER;ZON: (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 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 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT.. 4. THE COUTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. . 5._ PERMANEDi - ,.'EGETATION. ',','ILL LE ESTABLISHED, ON THE DISTURrED AREAS AFTER CONSTRUCTION_ i5 COMPLETE BY HYDROMULCHING AND SEEDING ALy. DI5i1,113BED.AFEAS. - 6. ALL CONS`RUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGESTATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29LCFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS: 8. 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. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. 11. EXTERIOR 31JILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTL PROJECT LIGHT HORIZONTALLY FIXTURES WILL BE MOUNTED TN SUCH A MANNER THAT THE PROJECTED 4 LAN SOAPINGt - CONE OF 'JGHT DOES NOT CROSS ANY PROPERTY LINE. P E NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND iR CSF ; . .: .•. .. •� . I € ,.BED" CERTIFICATE OF OCCUPANCY. .: , • • ,".e I t 9 X PROPOSED 1 WATER SERVICE W cs R { a. 2 RETAINING WALL •• > >e.+ - I 5PUE td ! 'e• 10906/268 `\ : s 4 <;< , •.. I CASTLEGATE 11 SUBDIVISION [ d' € I �.. «......««..._«« :.• ..•'. � '�,,,,; BIKE •€� d' �,,..«nw I «««...«.« «...« ...«_ .««:. �..... ««-. r : SECTION 201, BLOCK 10. LOT 7 / .. R. •'DEST91AN'.. ° • ,. RACK •. � �p ZONED R-1 <: GATE � � ,Y•.. d' € s E • '. HORSESHOE OR I _ � _ ..�I •:) � �, %.• _• �::,,MM ( LINE TABLE LINE # LENGTH BEARING CURVE TABLE CURVE f LENGTH mDNB I DELTA Tmoeff CHORD CHORD BEARm Ct 40.34'25.04' 092' 19' 28" 26.07' 36.12' N88' 08' 51'E C2 i 12.43' 125.00' 1 028' 28' 53" 6.34' 12.30' S33' 48' 49"E C3 11.2,V 11175.00' 1 003' 40' 52" 5.62' 11.24' S21' 24' 48"E ( LINE TABLE LINE # LENGTH BEARING L1 18.31' S48' 03' 16"E L2 164.13' S �' 9' 34' 22"E ,,..................................:...... .. - -. - m AREA t f ......................................... ( W CLEANOUT - - - .. - TOTAL PARKING SPA d- / 1 :. e�� r� CES 115 BOILING y ... .««,.:�.;« ..._ .......:_.,« ^� RESERVED 2 SETS CK : ( 12"X18* REFLECTIVE FINISH .METAL SIGN •, ..._.._..« ...... .................. 7.5 BUILDING w ... ....... ....... ..... w«.. 1 '�"• •. ' '� PARKING '. SETBACK 1 :. .I`' 0 1• ..., k .... � PROPOSED POOL BUILDING I I / t s � & T0RAGE BATHROOMS S � .. .. .. ... .. M E �£ FF 321:1 1D PUE ; : ... � :: ..... •. 672 SF ,� 10 0 268 e \ .. � � ....... ,, ... " / € 2Lw' 12"x9" REFLECTIVE I jgi;P��Ii�- �1 ! 3 FINISH METAL SIGN 6- . ca , . ..1�., ...._....:;..:W:.. • .: .... , .. .. .. . • . • .. • •• •': •.: 8 WOODEN FENCE 4's-t WOODEN CrFEN GATE- ••'.':.lM•F: ............ «...,....... •.••o•«•. ........ ............. . ......«.....: «...t........ ......... ............. ........... ....... f ...«.«..... ............: ............. _ PROPOSED •• •� � � ' • '� � •. � ' � •� ' ' �:• •• � 2x2 GALVANIZED STEEL TUBE COLUMN v �. �...., . r•7 DRAINAGE SWALE SET IN CONCRETE FOOTING. PROVIDE FUTURE GALVANIZED STEEL CAP WELDED TO SIDEWALK t w TOP OF TUBE. PAINT TUBE AND ,CAR • N �3 34 1- I I I E<T 20 BUILDING SHADE T , y1 SETBACK STRUCTURE 8 WOODEN FENCE I 1 PERIPHERAL PARKING: 13 SPACES INTERIOR PARKING: 17 PACES 2 INTERIOR LANDSCAPE ISLAND REQUIREf:�: 17 SPACES X 12 = 204 SF 40 S ,F ADDITIONAL INTERIOR LANDSCAPE ISWr=.ND PROVIDED S.F. = 224 SF INTERIOR ISLANI?S i TOTAL END ISLAND ADDITIC NAL ISLAND �¢ ISLAND INTERIOR AREA I .I AREA S.F. REQUIRED S.F. ISLAND AREA < PROVIDED S.F. 1 456 360 96 2 485 360 125 l 3 363 I 360 3 E 1 I I I , f r. 6" AT EACH END 1s" STEEL REINFORCING BARS .I --24" :n . } CONCRETE PAVEME T ' " 14R THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE .AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON DECEMBER 7, 2012. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. - 108- 6" AT EACH END 1s" STEEL REINFORCING BARS .I --24" :n . } CONCRETE PAVEME T ' " 14R 15" } f" i 4' R .k: R R • A , aw K R< Tom? 3" •3"R 1 I ?f 1 •............ 3" £:�w , Ul! �3 I' x i it i tIv 1/4-R E i i., : ,�v Y 1' •'e 24" ....... ...................... 1" _ 15" [::�30"MIN. [::730" MIN. LIME STABILIZED SUBGRAD E EXTENDS 1 OUTSIDE THED E GE OF PAVEMENT) ` 15"" -►tom 3 6" 4. £ .• . 6. 7 X-5" OR 6" AS SHOWN ON PAVEMENT AVEMENT PLAN - 3 -3 3 2" Q 2 A 6 PAVEMENT -.USE 4 REBA C� # R 1.8" O.C.E. W. * 5" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. as" THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE .AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON DECEMBER 7, 2012. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. - 108- 6" AT EACH END ii € I .I :n . } :2- } f" i Tom? I€I E€ I• I ?f 1 •............ :.. £:�w , Ul! �3 I' x i it i tIv E i i., : ,�v Y 1' •'e _ 15" [::�30"MIN. [::730" MIN. 15"" -►tom 3 6" 6" 6. a1 � • ♦ I � I r- TOTAL AREA - 0.960 ACRES I1 BUILDING 649 SF ♦ i ♦ 11 1 / 1 .► 1 i IVOLUME VM, PG 268 1. . ■ ■ f � � I r �'1 I I I I ♦ � Ii I I I � I 1 i .. I ♦ � f . 1 i Castlegate Homeowners 3-D Development O Off/ �� I. �I� ■■ /o.�j�1� �j�U►� Association .4490 Castlegate Drive College Station, TX 77845 (979) 690-7250 ♦ I4490 s egate DriveCollege Station, TX 77845 (979) 690-2330 SURVEYOR ENGINEER: Brad Kerr, RPLS No. 4502 Schultz Engineering, LLC Kerr Surveying, LLC Firm #12327 409 N Texas Ave. 2730 Longmire Suite A � I I ® ` a ♦ ♦ ♦♦ I I e • • NOT •:• { ( SCALE Bryan, TX . .•• SCALE VERTICAL N/A HORIZONTAL V=201 PLOTTING SCALE: 1:1 FILE NAME: 12-291 . . _ • . . �,�. [•5 0 . V. .:� f. . _ _ - - 'A Aff .ti1r i .wits: Vii. ..[' , r °hYj eHi°• r.,=-•• if :.r- •<�.-.,. _.t ;� . '<x,!'+M , •ti. air"*•, -11. 4. . 2-5 residemial e,r Cf11it7tCYC2ctl,1ld3t � ? ``^'i �i - it _: +:T`�^"• `"`,-�' _ .. ��,.�.•'�' .. ,-- a • I - _ ! t,�•� - - - - .. . . - -•`�.. '' .TSE^, 'I- �T i�- p ,"i�.o��y�/wri G}�'�i£ / t ZJ f� - _ - - - - • _ , .rr3y P.n•�p.•. '''^1t "�'s`i �Lti.•r�.«.,��'9�l•{: �. i ° 437 Sltad' Creels Dr, ��' r",. r Y ai O�t C� .�'' �y '�sJ�DROSEED ALL '-` '� 46 �fh P . . �- ~" t ��" Bryan, Texas 77x48 s imIV, . . 6C� -v,. .-i-- ]DISTURBED ro ,,. ' . . . . • _ r' ' 1 g r 7 . \� �OJ 2 LAWN 9 8.255.1553 L l ''. .r� . ' 2. �� "'��Ct` 046 2� l • . .. .... r o� - .� P S f_- -' t25 ��_ 1��1�1DSC1\�'� / STRE iS I� G L. I L./�TI0 1. f �.,.., / S3Cl��?.r CR\ LL�� i)j L f.�i at • r . 7r; {'. \A� C}U g Z ,., -~ t 2�J. ^,� �;{ STREETSCAPE: „ 14 • `�&7• . VvQ -''� LAWN t (250'/50} X 300 PTS = 1500 PTS ©LpNDSCr4,4 , , �, , 2� A� % f=,, ' i, , 0`/3 - T REQUIRED *.«, ' 7 .. _ 1/ _. (f ' • - (25 2) 8 CANOPY REES tv�4' CI tt . . ;l. , .-''''/"g-''�' ...:• ::.. "'{r -.j"< ? r� �l , POINTS PER PROJECT AREA: t�' rri' �✓ r ' 2 I _ '`i i C3 r , i ? i.: . 42,762 SQ FT OF SITE AREA _ •. -1 . 0�., ��,�,--cam/� -� c3� --�`�f �! - `-5,'r .- ,-- , `L. A tl `� , , i µ ' , �V' ' 42,762 1000 42.76 . . r ;, , 42.76 x 30 = 1,282.8 = 1,283 PTS . i fn . �� `25�-- 6'A,„�� E. �_�;�f, AWN" . , A � ,:-� _ � � HYDROSEEDALL G,. r•.f_., •... .:.: TOTAL POINTS = 2,783 PTS -.. -�- . . ) . __ I c� -�'- DISTURBED AREAS iv�ER r ii `t1 10% POINT CREDIT FOR PLANS SEALED BY A LANDSCAPE ARCHITECT (-278 PTS) `j' i �Z _ +",-1.1 LEASE ' '.'N ' Xli ✓�-�'� 1�•• n F�,i I t'`... /'' A OTAL POINTS REQUfRED: ?_,505 TOTAL POINTS PROVIDED: 2,630 .. . . ; . . :£ J ; i SYMBOL QTY SIZE COMMON NAME • . r - > . POINTS EA, TOTAL '_�.:: i � ` � BOTANICAL NAME POINTS .. . .. ' _.. . . . t L - . /" .. . .. . n EX. O 5 3.5"f LIVE OAK TRANSPLANTS F .. . . r, _, ' - ,� Ui y ROM ON-SITE 300 ✓ 1500 STREET TREE . ;�1, ' r 00 ,- . ( ) �- . ' QUERCUS VIRGINIANA • -_ , y . . � • LEASE SPACE 2 LEASE SPACE3 LEASE SPACE 6 LEASE SPACE 5 . . . _ 11110 3E 1233 SF 1403 SF 1002 SF _ r , , • . i C� . . . � "`- O . . • , - CD 1 LEASE SPACE 1 LEASE SPACE 6 t, . - W 5) - M 3 2.1 "-3.4" LIVE OAK, STREET TREE . . . � 1300 SF 1200 SF V `1. � 150 450 STREET TREE . -r I.: �r4 N P �} C-- QUERCUS VIRGINIANA • i O- � . ' L- I• 1 CL_ T EI__.._... 11 --- I i . w -i�; . ;� w . I / - , \ - �, . E rY� : _ �, .< < d �. s .. ? _ _ 68 TALL,: WAXLEAF LfGUSTRUM - _ _ ., �. W F///7/// 10 .. F� - � � 680 - ...,,., ( r_ co C _ 3 O.C. .._I, r r r LiGUSTRUM JAPONICUM ._.�.„/%/ ,I O. . _ _ , - - . / + R�ck LAWN LAWN Aii areas on plan indicated as "fawn" and all disturbed areas on adjacent property to be hydroseeded� .�r ( in16 -- �. . . Plazas, at 'M.LAWN � I4� 11 . .. . I_ _ -� LAWN _ . .Prai0e, . . . ..: Pha.seI . . . . . I . . I . I I I � . . I . � . � . I ... � 1. .. '- I . . . . . . � I I . � . . I � � . . � . . . . I EXISTING LIVE OAK, TO BE. . . � � . .. - � . . . . If. . I . . .. . � . . . I TRANSPLA TED. . . SaUi� . . . . . ... � N ,PROTECT , : 397 y • . DURING CONSTRUCTION . 39 - WAXLEAF LIGUSTRUMS, 3' O.C. 29 - WAXLEAF LIGUSTRUMS, 3' D.C. ` a (� S . . LIVE OAK, TRANSPLANTS FROM .1. - £S;J N'd11 LiVE OAK, ON-SITE �f ( .. ' . - _? ,f� tf I STREET TRE}. . TREE TRANSPLANT �.,,r/ S . . I s _--_ -; 13 6 ` . . . _ _.. __ _ _ ._._ .....�' __ _ $TQR ...SEINER _ . _ _ _. .__ _ _. _ .. _ ,\ _. _. __.. -__ _ _ - _.. _. _.. _ ._Q_-' -c' MAINTAIN HEALTH OF EXISTING TREES DURING CONSTRUCTION BY USING BARRi . '[ O_ _..._ -- -- ._.. _ ._._..._ _._: _- _- ..._ ._._. -- _ - ?- 1 CADES AND CONT INUING T • (I cR� REGUL HE . . I I s cs� AR WATERING SCHEDULE. TRANSPLANT TREES SPECIFIED ON PLAN WITH A MIN. 66" TREE PADS. THROUGHLY _ _ O .i WATER iN TREES 1 2 DAYS BEFORE TRANSPLANTING. THE TOP OF THE ROOT BALL SHOULD SIT 2"- it THE .,. . T__ .. E : �L�o S 6p'33 i 3 W r 4 7.2 - LA N ; EXISTING GRADE ONCE IN ITS NEW HOLE. STAKE THE TREE ACCORDING t vvHir=K u1 a - - - r -J EXI HE TREE STAKING D All. SLOWLY TO T 5w 8w `��Sw �- 8 8w w L'�ATE _ . - . 8 8w -- o LAW - R IN THE ROOT BALL...fF LARGE GAPS OR AIR POCKETS APPEAF; AROUND �T BALL, '�• i < /_------�. pRaFaR ,., THE tZOV f BALL, I-iLL IN tryI is SOIL l O _ . -. ;-LAWN r -- - ` -- n'Lrry BE SURE OF SOIL CONTACT WITH'ALL EXPOSED ROOTS. . S 0 33 13 W 47.29 o : 1; �... _ . I __: .� �- 1 1 ...- i HYDROSEED ALL DISTURBED AREAS . �--TREE PROTECTION � 1 %l E)i:*o HYDROSEE�ALt -� `- i BARRICADE '-.._- ...._/;' 1 DISTURBED AR �`` -- t J •_ z` i - . _-� EYcEYc't�O . ' -W �.. '� .. .. - _ XIS LIVE OAK, TO BE -�-.._ _ o _f : 1.IDSCAPE! V OSS EXISTING SIDEWALK =- _ 1� TRANSPLANTED, PROTECT . EY. ---- DU.EZING CONSTRUCTION ``-v' EX F l .. . • ''_ -- - - _ NYDROSEED ALL -.,. _� t� C . 100 /o'COVERAGE OF GROUND COVER' D • CURVE DATA 'i (C'I} ``�'"---- ��`` OISTURBEDAREA� DECORATIVE PAVING, DECOR`T1VE ROCK NOT LO OR P -- - _ 1 f .J ( OSE) PERENNIAL GRASS "`�- �Dr;t; " ^ROTECS_Lo _ iS REQUiP,ED IN PAR}<iNG LOT ISLANDS, SWALES, DRAINAGE AREAS, PARKING LOT - oFpAus �,,, SETBACKS, RIGHT OF -WAY, AND/ . . �`i RE> ,� n,IENr SARRICAOE ADJACENT PROPERTY DISTURBED BY CONSTRUCTION. IF NOT iNDiCaTED ON THIS PLAN USE HYDROMULCH SEEDING .. � Y . ON ALL DISTURBED AREAS. . .. :. - ALL NON -CANOPY TREE SIZES SHALL . . BE MEASURED ON A SINGLE CANE. ALL MEASUREMENTS SHALL BE 1.APPROXIMATELY 12" FROM GROUND . _ . :��. . pp �1 . . .. �NDSc/�P� PLAN -�. • . . D FOR.. .. . I . - ... . . . . . I 1. * ' . . % . I . - . . . �t�� _�,� I _ - _.. TILL EXISTING SOIL TO A DEPTH OF 6", AND . -20 4 0 . . S . . I I . ...: . . . . .... ... .. co , K . . 0 _. .g0 . SPACING PER PLAN . . . . Mr% 1ANCE. * . ADD A 4" DEPTH LAYER OF PLANTING BED .. . MIX. PLANTWG BED MIX TO BEA 1:1 AN IRRIGATION SYSTEM TO PROVIDE FULL COVERAGE OF AP �.` ALL PLANTING BEDS AND LAWN AREAS SHALL BE INSTALLED . COMBINATION of FULLY COMPOSTED BY A LICENSED IRRIGATOR BEFORE A CERTIFICATE OF OCCUPANCY Scale: -20 0 ANCY WILL BE ISSUED. . o e ORGANIC MATTER WITH TOPSOIL. �CC1LLtut iAi 1�JN. : . 111R . . . . . RIGA TION SYSTEM TO' BE` PROTE Top of RooTBaLLTO.�E CTED Vt11TH A'DOUBLE C DE1�ELiJPNlENT HECK BACs. FLOW DEV�c _r SERi�ICES E AND. INSTALLED P ER .,ITY OF, -dbe , o . SLIGHTLY Ht e GHER THAN COLLEGE STATION CODE ORDINA C I N E 2394. THE BACKFLOW DEVICE ;UIUS PUT FLED.i2 T BE TESTED UPON INSTALLATION AS PER ' . . - HE RAD . o� FiNls D G E CITY ORDINANCE 2394. p . .. _ . - o COVER BED WITH 2" LAYER , r, b _ �, - OF oa HARDWOOD BARK MULCH`�t�°� ab , Fy . . _a I :Y . . . . .. ..NOTES �so _ . PLANTING BED SHOULD BE . . a TEC E • CROWNED AT H ENT R . .. .•. _•. t1. .,•. OXiMAT FI L NA . . 11 �8 LANDSCAPE CONTRACTOR TO RECEIVE SITE AT Ai'PR ELY � .5 BELOW GRADE. ALL'RO KS; TRASH, AND 12 _ e DEBRIS TO BE REMOVED PRIOR TO FINE GRADING . p� SECURE TREE TO STAKES WITH , HOSE AND WIRE AT LOWEST . CROTCH . - -1x:"• - r L . • a,pt .� ,a. �.r, �.. *�a . ,.. m T HOF LOWEST BRANCH .1. . • •' • •' • •' • •' . LANDSCAPE t, < u . Q ra ,. ! .. r. ; { -.�.z §F.; . --- �, ,.. _,a �4� o ��o M APE CONTRACTOR IS RESPONSIBLE FOR ACHEIVING POSITIVE DRAINAGE WIT Y `� a r �� ROUT STANDIhIG WATER. � _,,, ,: -..jam :} �r;,. - a;.4 TOP OF ROOTBALL TO SIT 4 12 GA. GALV. WIRE WITH BLACK DRAINAGE SHOULD BE DIRECTED AWAY FROM BUILDINGS AND PROPERTY LINES AND TOWARDS STORM SEWER INLETS. l RUBBER HOSE To PROTECT . FINISHED GRADE OF LAWN AND PLANTING AREAS TO BE A MIN, OF " 13 2-8-13 per city comments sLIGHTLY ABOVE FtNisHED l2 SLOW ADJACENT PAVEMENT. . TREE GRADE; PLACE ROOTBALL ON SUBGRADE . ._ . 3 - 6 MIN. .. . LONG D LANDS CAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PRQt'EC ' 6'(MIN.) ARK GREEN' j� j J� 2 • PLANTING `� T I G BED DETAIL NOT TO SCALE TiNG FROM DAMAGE ANY XISTiNG 3" HT. WATER RETENTION "T" POSTS. INSTALL STAKES . IRRIGATION AND PLANT MATERIAL ONSITE AND ADJACENT SITES. i- BASiN MIN. V INTO UNDISTURBED .. - , . . . . . SUBGRADE_ . . . . . ANY ADJACENT PROPEP.TY.DiSTURBED DURING RET D T TS STI CONDITION N R i s : CONSTRUCTION WILL BE URNS O I EXl N, OND TiO O DIG HOLE 1.5 - 2 TIMES WIDER BETTER. THAN THE ROOTBALL WITH TREE BARRICADE MUST BE IN PLACE PRIOR TO 2" LAYER OF HARDWOOD ANY DEVELOPMENT ACTIVITY AS WELL AS BARK MULCH SLOPED SIDES. I THROUGHOUT THE CONSTRUCTION PROCESS.1. LANDSCAPE CONTRACTOR SHALL COMPLY WiTH ALL APPLICABLE ORi�iNANCES AN • COD _�- !*41= D CiTY ES u� FINISHED GRADE <- . = • _I. ,1, N' LANDSCAPE CONTRACTOR SHALL LOCATE AND VE .�.�1� RIFY CONDITION OF ALL UTiLITiES PRIOP. TO -°° -"' ��"�04" M -:z I" LAYER OF COMPOST rr ; . iii <11 i 1 1:_ EXI CONSTRUCTION.. STING TREE w = jfff ,��ihf . EXTREME CARE SHOULD BE TAKEN IN EXCAVATING AND WORKING NEAR UTILITIES i _11 __I .:.;' , _ , . s B STEEL T POSTS .THE CONTRACTOR WILL BE LANDSCAPE BACKFILL WITH NATIVE SOIL, .._11I --I ^" ARRtCADE MUST EXTEND RESPONSIBLE FOR ANY fNJUP,Y OR COST INCURRED DUE TO DAMAGE'OF OWNERS PROPS SUBSTITUTING WITH TOPSOIL "l i = i l- ';: :: i t PROPERTY OR UTILiTES. NAND -'( _� TO EDGE OF CANOPY " ' IF NEEDED: .li_ f : -I [l 4s HIGH oRAt�GE PLASTIC DIGGING PLANTING PITS OR PLANTING BEDS SHOULD BE DONE AS NEEDED. PLA�'�1 . . �l � j- f � I i I i I f - I1- , I i•_ _ _I11 (I- CONSTRUCTION NETTING - ' ,_ _.-11.=.�` I lLa I I- 'I i lei I l =i . . all -11(-:1# wail-ilm!L !=-f 11:-7-3 miff.. -lam UNDISTURBED SUBGRADE v , \/� �, ALL CONTRACTORS ARE RESPONSIBLE FOR REMOVAL OF T --, RASH AND REPAIR OF HAZARDOUS CONDITIONS (TOOLS, B11 _41 =1 _€if- i�:,._�li Il_ Ifs it-wlfi OPE HOLES, ETC. ON A DAILY BASIS. 11=i i i i� i i=- =1 -iii- i f: N �. ;.. '�Mi -ice . 1=�1 L__�� i I� ILS E 1 h il.!! ,_� .. . ._. .. .. . I f I i ►- I I i-= I,�i I I 1 I !- __ IEEEI I I' �' .. . i. _� . - 'l I I}- `i -- .._ -- - Ir,_ . UPON COMPLETIONS � W 'rte 1 ..Ilf_Y[,Ilil-11- OF CONSTRUCTION AND PR10R TO FINAL APPROVAL, THE CONTRACTOR WILL THOROUGHLY. E PP,OJECT SiRE OF ALL TRASH, CONSTRUCTION DEB . CLEAN UPTHE RIS, LITTER, ETC. AND REPAIR DAMAGE TO FINISHED . GRADE INCLUDING SPOILS FROM EXCAVATIONS, WHEEL RUTS, ETC, 1 TR PLANTING DETAIL NOT TO S- - .14 0 � . . : CALE . .., . . A : , (m . . - . . . . .. �. 3. TREE ItTciII�N�IID NOT TO SCALE '.L S 1 . I 6 I . /f ,1,1 i ., X . . . i ' I .. - . '.r' -' ' . i 1' 11 � � . i � I : GENERAL NOTES: , ._... I I .LANDSCAPE DESIGN AND ANALYSIS CAN BE FOUND ON SHEET L- I . IRRIGATION PLANS SHALL BE r' ?" `,,,_ -s ; ' r or 1 ', I ,,:, t.�. :�".,' 1 1/13/2013 ~F, �� N� ' LP 1F� I . BENCHMARK ELEV. = 3 10.30' -BENCHMARK ELEVATION FOR EXIST{NG PROPOSED DESIGNED AND INSTALLED BY A LICENSED IRRIGATION COMPANY. J ';��; J--, tr-' iy ':,, _LL- -, Y J Vol2 1,F(Z� M�12G 3 8 12. ALL CURB RADII SHALL BEI FROM BACK OF CURB UNLESS NOTED OTHERWISE. , P �� OM 1 ELEVATIONS I5 THE EXISTING SANITARY SEWER MANHOLE RIM ELEVATION LOCATED ON ®� ppQ G�N��p� G 6' 42 NORTHERN PORTION OF THE LOT. 13. CONTRACTOR SHALL PLACE GRASS SOD (ST, AUGUSTINE) TO PROMOTE GRA55 RE-GROTH TO ALL AREAS y I 1 _ .. 4F W G G� 26t8i " �- ° 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING THAT HAVE BEEN DISTURBED BY CONSTRUCTION. , _ t - �� -= j xi . r- h:" ® kv , - -. ' TF'I'q e I �Q G 92� 1 2 (I 80sf) . - 1 ;1 _- . , I r � tS' r n ZON (3 ° q�j� UTILITIES. AT LEAST 48 -HOURS PRIOP. TO BEGINNING CONSTRUCTION, THE CONTRACTOR 14. NEW" RIGHT-OF-WAY /PROPERTY LINE ESTABLISHED BY THIS SITE PLAN PER CITY REQUEST FOR 9 FEET , J� • ' a I r' X N �4 �- � SHALL CONTACT DIG TESS @ 1-800-344-8377. OF RIGHT OF WAY ALONG ROCK PRAIRIE ROAD. i' y t%.--,--, . ,,__ : '-' i �''` ,'.... 6 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES AND 1 5. BUILDING 5ETBACK5: FRONT: 25 , REAR: 1 5 , SIDE: 7.5 , SIDE STREET: 15 i - f { "4 -i i 'I -,,._- _; 0 = • • . • . • • • • . • • • ...... • t i s_ % .:' -i , SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION, TESTING SHALL I G. PHASE 3 BUILDING WILL USE 8' x 8' TRASH BIN TO BE PROVIDED WITH TH15 PROJECT. N ''�'-' ••''14+ '' + � � _; tl > - " : , JOE i. GATtiS z ) +#.....•.... . G) F / __\_" BE PERFORMED IN ACCORDANCE WITH THE CrFY5 STANDARDS. ALL CONSTRUCTION SHALL BE 17. SITE SIGNAGE: SIGNAGE SHALL BE PERMITTED SEPARATELY. __-_ - I y _t i , T ` """"' "" __ f G 5�� COORDINATED WITH THE CITY ENGINEER'S OFFICE PRIOR TO START. 18. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRA55 �� ( � 3 r'' t / --,.,% � � '. 9g96a40 (1805) , �� 4. THE CONTRACTOR IS RE5PON51BLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION IS REQUIRED IN PARKING LOT ISLANDS, SWAT M AND DRAINAGE AREAS, THE PARKING LOT 5=TBACK, \. -A } `, r-''`; ! z;. "; ®� ' •! Q,• ` �� 1 ��, O / K ' /� �� :t Y 4' DRAN�INGS DO NOT INCLUDE NECESSARY COMPONENTS FOR. CONSTRUCTION SAFELY. RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. -.___=, � t. ,; y,. �r �`� ' . C E N S..' ,\ �- 5. LOCATION OF EXISTING BURI_D UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY. OTHER 19. ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR "+ r'. i.' Ss�ONAL ��G "_,. , '.. UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOP.SHALL BE RES�ONSI3LE FOR LOCATING AND PP�OTE�ING OF ALL BURIED UTI_ITIES. ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN + t Oh - -y g 1 50' OP TEH SUBJECT LOT, MEA5JRED PROM A POINT FIVE .FEET ABOVE GRADE, SUCH SCREENING = FtD -" � \ �` AR.,'` `,' ' ` 7• _.. 1 yJ 18 G. THE PROPOSED BUILDINGS AND ASSOCIATED DIMENSIONS SHOWN HEREIN WERE PROVIDED .1C� ..RAI ;', t, � .--! _.�.; /,--- ' - SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED Rd, - , In, 46 24 • /" r -' 23 --,- BY BILL SCARMARDO: WCS ARCHITECTS. -- !:I RD ` , q A° , � 2 .� - , APPEARANCE. i I I -- N . ` __ 7. THE SUBJECT PROPERTY IS CURRENTLY ZONED GC GENERAL COMMERCIAL. - i `ti 3 / �`-1 20. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.1 I I OF THE UNIFIED # r` ti . 8. THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 -YEAR FLOOD --' �; ? ,y r DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND -- J PP,oJEcr51TE = �' '` HAZARD AREA AS E5TABL15HED BY THE FEDERAL EMERGENCY MANAGEMENT ; ' t / 1. - 18' NO FIXTURE SHALL DIRECTLY PROJECT LIGT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A ti, ( '' .-. . AGENCY: MAP NUMBER 48041 CO3 I OE, EFFECTIVE DATE MAY I G, 201 2. t ! rr' FL� I LEASE SPACE 7 o �. ALL PROPERTY INFORMATION FOUND HEREIN, INCLUDING METES AND BOUNDS MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. r++' r"f :' ,. 111 I , _� s •-';� , 50 �.- ' ( ssosF _ �.-- _ 21 . PLAZAS AT ROCK PRAIRIE. BLOCK I , LOTS 1-4 ARE CONSIDERED A BUILDING PLOT FOR THE "`"-, A , k _ ` DESCRIPTIONS * UTILTITY EASEMENTS, WERE PROVIDED BY STRONG SURVEYING CO., : ' - " ,4 N i f 80sf) _<K- s c _ 9' NOVEMBER 201 1 . PURPOSES OF SIGNAGE AND NON-RESIDENTIAL ARCHITECTURAL STANDARDS. ,. - \ � - _,. '1= ` THESE LOTS MUST MEET THE ADDITIONAL STANDARDSFOR 20,000 SQ FT LOTS OR GREATER. : ' a LOCATI®,�3 SAP o I 10. ALL SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH I II / I PHASE 3 - P�ETAIL BLDG. _ # /,_ � _- �" , A.D.A. (AMERICANS WITH DISABILITIES ACT) AND T.A.5. (TxA5 ACCESSIBILITY 22. PROPERTY OWNER I5 RESPONSIBLE FOR REPLACEMENT OF BLOCK WALL DUMPSTER SCREEN IN ''' ' n { NOT TO SCALE : '" i` u� 7 � I TILT -WALL PANEL (7,944 5f) I _ «^H, y N,,•--`' \ STANDARDS) REQUIREMENTS AND STANDARDS. THE EVENT IT IS REMOVED FOR UTILITY CONSTRUCTION OR MAINTENANCE. L__7 'f i 1 - _ , " =r [�€ , ! I I F.F. _ I I .78' i ;- a' iNg �. rn ON r I �. _.__-._-_ 1z I 0 - o �� WATER * 5ANITAKY SEWER LOADINGS: PARKING ANALY515: STORM WATER MITIGATION NOTES: � i' % % I f` Q 1 t i '`'. , 20 1 . TOTAL DE51GN AMOUNT OF FIXTURE UNITS I5 100 F.U. (COMBINED) I . CONTRACTOR/OVr'NER 15 RESPONSIBLE FOR FILING A NOTICE TO INTENT (NOI) WITHoil I 3 I U _ " `r- I . REQUIRED PARKING: * 7 ; ; o i . ® 2. PROJECTED WATER SANITARY SEWER DEMANDS: EXISTING RETAIL CENTER (PHASE I ): 19,284 s.f. = 77 PARKING SPOTS TCEQ PRIOR TO CONSTRUCTION (IF REQUIRED). Ln O J _-- - I i y Aj CP.: AVERAGE PEAK MAXIMUM = 2, THE CONTRACTOR 15 RE5PON5IESL_ FOR ALL STORM 'JVATER POLLUTION PP.EVENTIOPI a d U U) I - , PHASE I HIGH INTENSITY USE 15 PARKING SPOTS ti••-� � c� ? 1 l / -p , WATER 20 cgpm 83 Rpm 150 Rpm PHASE 2 DRIVE-THRU RETAIL: 2,67 ✓ s.f. = f I PARKING SPOTS A550CIATED WITH TH15 PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO p D 0 C7 I i ~5 7`! SEWER 12,900 gpd 53.700 gpd 97,200 gpd ADMINISTRATIVE ADJUSTMENT (Ph I ): _ -9 PARKING SPOTS PREVENT THE TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE. 1� �� I r_..: N- _,. - :F_ I F s I 1 ;I - I ill_..._._..._ _.....___..._. = 3. Tf�E PARKING/PAVEMENT DESIGN: PHASE 3 ADWWROFFE51ONAL: 7,944 5.f. 32 PARKING SPOTS UNDERGROUNq DETENTION FACILITY: THE EXISTING ABOVE GP�OUNq DETENTION POIJq W ' i I I TOTAL REQUIRED 1 26 PARKING SPOT SHALL BE TRANSFORMED INTO N UNDERGROUND DETENTION FACILITY, LIT LIZIN o. -; I I . ALL CONCRETE PAVING 5HA_L BE 6" THICK REINFORCED CONCRETE WITH #3 REBAR STc�RMTECt15UB5URFACESTO2,b9WATER MANAGEM�NTSYSTEM by ADS. ITHISG o Q ; u I LEASE SPACE 2 LEASE SPACE3 LEASE SPACE 4 , LEASE SPACE 5 ' " \ PROVIDED PARKING: , ,. 11 S UNDERGROUND 5YSTEM I5 GOItAP05ED OF MULTIPLE UNDERGROUND CHAMBERS DESIGNED V p �� r`.1 1116 SF 1233 SF 1403 SF 1 1002 SF ; "x (PROPOSED 6 PAVEMENT} (GRADE GO) AT 1 2' ON CEN -ER, BOTH WAYS. EXISTING RETAIL CENTER (PHASE I): 19,284 s.f. = 75 PARKING SPOTS �' 0 I J tI1 TO RECEIVE, DETAIN AND RE 5E ALL STORM4vATEP� IN -FLOWS FROM PHASES I AND 2kCA , ( ? _. __.. i i i I r 2, CONCRETE SHALT. BE 3,000 p5€ AT 28 DAY STRENGTH. CONTRACTOR I5 RESPONSIBLE PHASE 2 DRIVE-THRU RETAIL: 2,679 s.f. = 40 PARKING SPOTS Z �" I I D • ry 5 i i I '✓ FOR MAINTAINING SLUMP DURING PLACEMENT. (5" SLUMP MAXIMUM) RETAIL CENTEP.5.A5 WELL A5 T E PROPOSED PHASE 3 P.ETAIL CENTER FOR ALL STORM 4- j � � �{j i (� `i r , ' ':, PHASE 3 ADMIT\ / PROF.: 7,944 5,f. = G5 PARKING SPOTS EVENTS UP TO 100 YEAR 5TO0. PLEASE SEE SHEET C-4 AND SHEET C-5 FOR DETAILS. H I I 3, CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PLACEMENT - I, { CSO I 4(' "' LEASE SPACE 1 I LEASE SPACE 6 ;-r :;'' ,,, ,�yGr � \ W N TOTAL PROVIDED: 180 PARKING 5POT5" 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER w o I I `fir;' ,r ..! t' w.....- O W ; {--•--•---.-----•-.- 1300 SF 1200 SF L� ' 1 l � •� Q SITE CLEARING AND GRADING: ' INCLUDES 4 REQUIRED A.D.A. HANDICAP PARKING SPOTS IN PH 2 � 3 DISPOSAL OF ALL LIQUID ANDISOLiD WASTE ASSOCIATED WITH THIS PROJECT. THE 0U H � I- I .- - ?1I 1 o o o o N �° I . SITE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB PROJECT SITE OF ALL TOP 51TE ELECTRICAL/U N DERGROUND ELECTRICAL: CONTRACTOR SHALL USE ALL,MEANS NECESSARY TO PREVENT THE OCCURANCES OF �" L7 to Lu u 3 � 0 1 0 I °wimm a 1 0 0 I _'` Ii �� J\-� `�' �� d SOIL AND ORGANIC MATERIAL. TOP SOIL SHALL BE STOCKPILED ON-SITE ATA I I. COLLEGE STATION UTILITIES SHALL PROVIDE THE ELECTRICAL DESIGN J LAYOUT WIND BLOWN LITTER FROM TILE PROJECT. U O > r : 0 0 Vi p o G LOCATION DESIGNATED BY OWNER. FOR THIS PROJECT. DEMOLITION / CONSTRUCTION WASTE: w w z9 Til °g ,,,. __ N - i c �. 6 SIDEWALK o `� C 2. ALL AREAS THAT ARE FOUND TO BE PUMPING OR'51NK-HOLES' OR NOT TO BE IN 2. BUILDING SHALL HAVE 8 SEPARATE ELECTRICAL METERS: ONE FOR EACH LEASE v 4 t ,. -< w I d C\jI z F,_ x ,;' rl r--: r -; �. -::-;, �;:. N W p �G) n ORIGINAL UN -EXCAVATED COMPACTED STATE, SHALL BE REMOVED AND REPLACED WITH 5?ACE .AND ONE FOR GEfJERAL USE. CONTAINMENT FOR WASTE, PRIOR TO, AND DUR NG, OZ , 1J D ;,, y I . CONTRACTOR SHALL PROVIDE f N DEMOLITION / CONSTRUCTIOIS. 50LID WASTE ROLL -OFF BOXES !METAL DUMPSTERS T� o OO i� I iI i.. %`-'- - ' 6 S.W. 5' SIDEWALK_aL 6' CURB RAMP cA - - SELECT FILL, COMPACTED PER PROJECTS SPECIFICATIONS. 3. DEVELOPER SHALL PROVIDE CON * INSTALL PER CSU SPECS AND DESIGN: r L.J m 14 '. n ?` SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTORS) ONLY. N W _ + o� s. l� r ''!.' ter. r" ' _ i -rrj - _,.,,> . xcn.�=._,az. �:I.sriw.,. 1. w-r�rash'll �^r,•.._ i :.x.:v�.�r x'.��:�, o.;,,.�c•a ..., - ' i _ .° 6) �-i r L,� I,,, O r , `t I ;rr `LOADING ` ,� s 't, I .... f .�.,.-_ t .pscr_.r„._ r-1-1.1 t { .,-� ,�.. ...n reu ..,,� z t ,< l,'' r'; `` f '','; i I a I i i 1 n 24' A CES5 01 p <r, i � :,.,. r,' ". r r'r `' I m t i € �G 2 _ U.E. (V705,P623) o p 4 I cV 4 `- ;r ,�; r:1 5 I(PROf 05ED 6 PAVEMENT) ; � : i I , _EASE LENT _ 1 Z� z -I ,, I , i o € _ - ,;tP VG02 P5 19 - ..,. ,.. '� 33 t1> 370sf ,- ? I : -- ( ) - / EXISTING 1 2 SANITARY SEWER - - ( ) a ; _.I G a 5.60 225 --''/' _. i i I (4'75 ) :, r, "7'1'1__1o '' ` " I i I 12 O x 2 PROJECTION TO THE NOP.THEAST °, i-- 9 1 I j .I ; I I i € € I ° FLOWLINE5 UNKNOWN 25 I� r?,, 0 , , ' ' _ 1 R 5' ti - 2 125 i 1 I 1 1 1 i 4 ( G 0.8%-•- 1.'•`. ,.�... ...I,••:L..._..., . ,,,;.. _......_. .,-:'i.: <..::. �(3G , . 47 A,B�'pGy��5 l'1' 1F1- 28 X25' N I • �� IO JOg _ R5' w 32 - 2" fF M��G 12J '- I "CLAY PIPE ` CiZV� � 0 /E br RIO' -2" �� 7 23' DRIVE AISLE 7 18' tc Q �NOO©G GtNERP�AB) ___� / 12 „ 1E 67._ . 'J10 _ R41 � IUSE CAUTION �ON�p G (392111 _�- &� b6+2: lftdL N_ w� _... -.` - - _ - _ _ _ = RI 2' ;TYP.) �s cn = _/�/' - �j r __ ...n 1 _ . �,..M 1 ,_ , ... .. _., _ .�.._ __ ., v_. - - - - bF_ w ..- I._ .,. ......,.,.._...� i 1. tri n z Q 26 2 30 1 (>V. ~X45TIN PAVEIYIENT} N !uj Lu [ o t -- { I ' rn E 125 65�T%z� ,5, l;t \ \ no= I I I . i 1 12'-411 0 I } 1 3 1 \ 1 . I ---:._ • - - G ,' ; ,``J' .`\\ K - N 3 I �'' . /� �/' C', i �- � ' �! `•.,ii . t, i `j - t',, '-, i ! 7 x O , ' t ! (361sT).. (I',,"t, \ i"11 - 125 6� °° ��.r W, '�,`c1'.;i' '.i'`.. LL Q s 1 i i I i i i t /, ; f'/ z / E 11 A7..�� 4'Y `t. ;'..,_ ,,�- CA 7 ' I i t I i t t 'i i ? - i `' i 7 g1 ' -c',,.-"'-....,:-,,5,.``,,:. •:'t5 _�^..,,`,. 1 - , I I {254sf) f (I 80sf) ' - �'' t 15� % 65 1 _,`4 ff, 2 I ';• 20 PRIVATE SEWER ESMNT (V4209;P 158) 12'-10" 15ClST4NG) -94 z 1�4 12� 4°46/ °: ;_ .y ;tom_ ,t ( 20 P.U.E. (V, 560,P225) PARKING g' ° (D C) 1'G 4/ F> ��a=- 29 ,' ,. �ti -' - , , ,ti: 25' BLDG. SETBACK '� 30 �'� g to ' --- Am %J �I I SETBACK 1 "� � ��- 1,,,,s� ,__ " S 60°33'13" W 47.29' (R -O -W L(NE) - _` LL ____ 1 20 �- I -, ,, : �1.. Y s` , N ` - - - El --0-11 �� , ��!` LEASESPACE7� . titi l t` t, :itt 690 SF (� v, ' i , ',•"� W 1 \ '; ,. _ § _ -" �. 1, r, .' ,, I I I N I _' , "„ ~ ``' r,-- :t UNDERGROUND DETENTION FACILITY 19 -� '` j r .' { PHASE 3 - RETA{L BLDG. �' . t', ",;, (EXISTING PAS EMEPJT) -- I LLT g 4 I v L. ~' --1) 0' *, ' (22, 104 CUB1C FEET) tR-O-W LI r �' r' iI 7 T -WALL PANEL (7, 4 sf) ! it ;t �; SEE SHEET C-5 C-6 004 EXIST. 6'SIDEWALK R25' R25' --� ., rt ;' r_ ..._ i 3I ° y ,t "' -`3` "I wit ;, I , 0 w r r F.F. 31 1 .78' fT�- t A.� ., t - 1` . Q S '; I I � � t V-S,-;�ti z ,, i• ,e ` U O 5 0 , ; I nL ; Lu ; ® I (So , , W ,-,,T - 161 0, �, 22' DF FF- ET ;OCK PRAIRIE ROAD `.' .- ; ' �I �� `~ t1 £1 _�.0p__,__,_ ` FROM PROPERTY LINE ; Y- s 1 5' 1 i I r- l w 1 �"': .m CD UJ ' CURVE DATA 1(Cl)' (� f _. , i I N I C ;� :';. -`_. ,j t, 120 ROW ( ) ,l. '� : I ', r'r /' "/ r S j 1 { i �il `•tiv r-" }r,: fes.VIP -mm mi GIST, PJ j -1 ' s LEASE SPACE 2 LEASE SPACE3 LEASE SPACE d LEASE SPACE 5 € z;l , _- c1 1 1 �l SITE LAYOUT AS ALT P d I ti t y I AVSIyENi _ U L1 e r f ` 3G, 1116 SF 1233 SF 1403 SF '• 1002 SF I `. ' ,01 W, 5E 1y1 PA �`E EN J (, :, ._--.._-.._._-_. ._ t I �; `,F1 ;t 4 .';, 'Fry -' ;., :� s Lr'- t11 SCALE:1°=20' CURVE DATA 2 (C2) NQ7 Lu rSt. ,5; t - I ` f r ` Al ! i t l ! Y:s :t i f, .:c.,,� i 1.i '1 � { REMNANT OF 5 � ` , -,(� "' } I I � ; ;T-, . : {�k ` L SE SPAC 1 SE SPA 6 { t1 ° > » >L z :' It 1 A1200 SFC `' O�OF � r ` i "t 1 NUMERICAL LEGEND: v u 5 f ,3 r r f. �1300SFE I c� I L� E /�A ", ,rt �, 'S. ,ter a Q -� f- d- r'. r . O Q p O r J. , - - , `t. .j _ � : -'.. ; ^.. r'S\ �:' 1 , BEN!I CHMARK: RIM ELEV.=310.88' CURVE DATA. • /'` r�� : ' - fl � , % 0 1 0 0 I 0 I q�^, , �s N- 5,224,02 t° 5 TEL (� o i �- M LENGTH RADIUS DELTA CHORD GBEAR �; w z `f'� `�-`ATE"' '�` QE o o it �` z,` `_ �� "`- � oc- LJ6 c E - 4,631-37 C I 104.76' 1060.00' 05°39'44" 104.7 I' S63°25'28"W �- z °�: r'' D = ''' G SIDEWALK o �''". ,- '' ,; Yi 'c' � y r. 2, PROPOSED 4' DROP MANHOLE. 1 1 i n o i 11 O U z ;`` _'':r '�, z `;:J.,. �� 6' S.W. .-.._:�.:._.. = =1=: =1=:'_=--_, ==-= �..._.,=,=,; 'ti_..•' ;; _ ` - 4kt N d� CZ 133.44 1060.00 07012 47 133.36 569 5 143 IN 1 9" '' ' RIM ELEV.= 310.50' U o >' I -'- �' G' CURB ;W �'' WW � _ �° n I- � �'f (v :' r � r F' r E ;'��,t_ _ K, {j fat c G � m0 r 5' SID WALK RAM P - 7. = !Ll L N -i''f r i` 'LOADI G' I It f. l f ! 1 - f -'•-• ra:..;s _ •<,:, :.vl,:., x�u «oe v„n 1 r.»m, .vim ._.zMsr.:, mac ,.az,;a n:<^ma.;.rs 1 eurs:, � .:.vn�t..a xe.:�: -- ':'e. �: {i1_�'•• 61 �% i 1 F/LIN 288.42 , F/L OUT 288.32 Z W ~') ✓ frr -. F' 1 t ? .I ; '`" '�- ` n N- 5,317.09 27. G SANITARY SEWER BRANCH ! (60} o _ i, `� f" ' r': ,ur. I '{PROPOSED 6" PAVE(vIENT) `` 1 I I tw;: `a ";� ~ F L I N= 302.00' -- ry. _:.-� Z' i 1 I I ( I yam= x; `;', v Ill j f i 3 ,'i� 1"' E- 4,953.67 Y X 2 ANCHOR BOLTS I I :' -" A ,_ ; 3, + I I I 16 , \ v � � 1 :t F/L OUT = 300.50' (TYPICAL) -' F`: C� ,' °� " {r�` ' s i _ z` 3 E31KE DETAIL THIS A (L Y ) Iv I PROPOS D 2 K RACK -SEE ET L T 5 P GE I I o to 35 p : I I �r 6 �ro ° , J ,, i I cl oys A cEs51 x t `', ., 1 28. 6 SANITARY SEWER BRANCH - 2 (G7 @ -5.4%) r � r ' i I ; i { I s _ % j ._ _ -- s: rn ,�' 4. A.D.A. PATH , 1 15 r4 I ; \ 20 IL 5. 6' A.D.A. RAMP SEE DETAIL SHEET SW F/L IN = 304. 10' 30' _ ! f r` rr "4 I I (EASEMENT I F 1 I i, - t� _jt l mi F/L OUT 300.50 - r G. A.D.A. LANDING 2% MAX. r'' ,` ABAND N F' �RT,I ,r _ it j �' f t `' �.. ) F' ',r i �f tel' ,N` r j,.' 3 ,r1 t r : t ' f� r 1� m� r r f , B - , � �. , C 4' 4 LOT 4 BLOOK I r r EXISTING RAISE CU BTO BE OV D 29. 6 SANITARY SEWER BRANCH - 3 (5 @ -G.0%) i r` ,• , ; ,r` `- 15`TING ` f r v r f' ,Q.f ,", ;� • 7 RA R REM E fi O 3 r LO K r , , , _ ! P ,' - _ 1 r = , f. ZONED P.ET IL _ r � ZONFD fRETAI� '"�,' r `� '- : � :'' ,''' ;' ,� • l' , < :.• .r °� ;,.- ,r . _ F/L IN 307,50 r - 24ACCF�5 r .' . . r ,: r F r u }-• I ,J , f , , J �r r , . , : (. ....I . • 1 ;r -r ' _ :� 8. EXISTING LANDSCAPING REMOVE RE PLANT ON SITE. ! ,s, , : r , , s , , , . . r Y 1r 1 2 r r } r LEHTONEN INVf5TMENiTS, STD. ; ''� ;'' r` r LEHTONEN INVESTMENTS, LTD. r Q � , 9 NOTHING F/L OUT =304. 1 O - E EME { l". F ! p q ` r' : r / % ! Gr f ',' ) i� ! PROPOSED ,`�' 0p1� W (.d i II , ' ' r` - ' ,� , :' .' N 2, • 'r f r`; } ` .i• / , . ; i G�' :.r..; . `c9. ` 6� ! 0. PROPOSED LANDSCAPING SEE SHEET L- i 30. G SANITARY SEWER CLEAN-OUT , 12)/.-, y . / : ; rf (v7,5C0 f'q. 5) 'rr r'' t r' ,%'(99074 ) f r ; V (9967/4 r v r C� n , i' f ` \ r r -r , f' l ; - 1 �` 23' CR0S5 I® i 31 . GREASE TRAPS 3 - TO BE SIZED BY TENANT 2 1 - �• _-. r' _ ,,,. 4, 2. �.- 0 I i . 12 WIDE SIDEWALK STRIP ` f ' - !' j " /r Y. -`1j R t -- r; =- e r l C c� ACCESS ' I r f f` -r-� f'' �� gg ,� III. !„A !' !' f _ �+. .. I',, t - - f` r „ , _ f'` fix fj ! . 2. SANITARY 3 EXIST( G 12 S NITAR SEWER INE CAUTION -CLAY PIPE I _.�. r` =�- _ N L U ON LA r r - t . s � I A E VIE NT EXISTiUNG 15 PVC STORM PIPE F L-304. 5 - �,�•-- ,t..- ;' 1. .�.=' .� E S M NT -- ti r , i P 33. EXISTING ELECTRICAL €; ; I - 'C�...y -Yx, _ : , �; 13. EXISTING STORM JUNCTION BOX GRATE ELEV. =309.2 I ' + ? �:' _ f` %! :, - ; `` 11 I• ( - � .s= Y "(n � 34. EXISTING 8" SANITARY SEWER LINE I , f i I t - -_- ` .� '"BIKE RACK CONCRETE PAD SHALL BE G' x 9' IN SIZE I # 48 i I , t-- ......., r L -' r - . rt' �' ; 14. EXISTING 24 PVC STORM PIPE (F/L=303-05') c� 1'"? y i ',` x - I , I ,r.�„r wf: _-/ 't . / , ,t' ; ` i .,,,-y, ` �°' ? u / , f / S 1 5. FIRE DEPARTMENT CONNECTION (F.D,C.-- G" 0 4G L.F. 35. PROPOSED GAS SERVICE UNE (I 83') RACKS NEED 3 SEPARATION FROM BASK GF CURB , = I I I i _ _ _I-•-..'. _._.,I r , <, �..,•,,, ..L...._ _ L � , ��,; ; , �, �m I TO BE INSTALLED BY ATMOS GAS DBL. INVERTED ' ' _._! - ._._ __;. ___. __. ,__.... __ -.... _ ---- ... -. Jk.M _T .W ....__ ? - 1 i ,t- -- .._,. L.....'...�- �•, ',%i�' �'•- 16. EXISTING STORM MANHOLE: RIM=308.41U BIKE RACK {4 -BIKE) DETAIL _ __ < « ::." ..___ .- ___. __ ._=_ ___ �}-- - -~ , r' j' ,` r�,` ` "�`-----.._ '`. \ r; 24" F/L IN = 302.98' 11 3G. G" FIRE SUPPRESSION UNE - 41 BURY DEPTH (MlN.) NOT TO SCALE 7 _yr' I ( 17 ? ' �'J 'f ' r r I: �' ' 0 !` �P i i� 36" F/L OUT = 302,88' 6 0900 DRI 4 AWWA CL200 PVC i I `' `4Q r 'r{'' rr < r' 43 u 18" F/L IN = 303.58' 37. 2" dla. WATER SERVICE LINE, SCH, 40 PVC PIPE (I 09') FIRE SUPPRESSION * FIRE LINE NOTES: - - u- ` - - _ r ,�` I- / 4 � //r '' \\ �: i � , 17. EXISTING STORM INLET: 36. PROPOSED UNDERGROUND TELECOM CONDUIT (74') I . BUILDING FIRE SUPPRESSION SYSTEM SHALL BE DESIGNED INSTALLED BY A LICENSED INSTALLER. _ = '= °' ( .. " ° 44 \, LLJ O 1 1 SCH. 40 PVC ELECTRICAL CONDUIT 8W 8W 8W 8W SW 8 W ' ` ` �' �' , >` \ RIM ELEV=308.68 2. FIRE LANES WILL BE CONSTRUCTED MEETING MINIMUM FIRE APPARATUS TEMPLATE. r' ' !` ' t` ,r " ' _= 4 I I cr) (� .b� + 1 39, PROPOSED FIRE HYDRANT # I - SEE SHEET C-4 3. A FIRE LANE SIGN SHALL BE INSTALLED AT ENTRANCE. , „ , \1 - t ' '� `"r - '' , ' '` �-- .__„•,_ "'�;, �,,, �\ U- ` e F/L=304.23 (R_O-4 LINE) - r r 2I \ 0 0 18. EXISTING STORM INLET: 40. PROPOSED 4'x 4 JUNCTION BOX # 1 4. CURBS TO BE MARKED: FIRE LANE, NO PARKING, TON AWAY ZONE vvl 4 LETTERS. S 60'33 13 W 47.29 _ TOP = 309.00' , F/L IN = 302.75' F/L OUT = 302.G5' 5. A KNOX BOX SECURITY KEY SYSTEM 15 REQUIRED FOR EACH LEASE SPACE. l a I I IG ' �' ' . r F `^-- o: \N \\ ` LLI E RIM ELEV=308.62 G. FIRE HYDRANT # 1 15 LOCATED IN FRONT OF BUILDING ALONG ROCK PRAIRIE RD. R O -W. 18 39 ---__ _ 8� 4 I . PROPOSED 4' x 4' JUNCTION BOX #2 (R -O_ �' '�- \\ V FiL=304.00 FIRE HYDRANT #2 i5 LOCATED 170 FEE- FROM F.D.C. TO THE NORTH ALONG ACCESS DRIVE. 49 .� 0 W LINE) � Lu 19. DEMO t REPLACE EXISTING PAVEMENT (94 sf) WITH TOP = 307.07' , SUMP = 301.43' 7. THE =.D.C. RI5ER 15 LOCATED IN FRONT OF THE BUILDING FACING ROCK PRAIRIE RD AND 15 WITHIN (EXISTING PAVEMENT) � _ _j 1 42. PROPOSED RE -ALIGNED 3G" HDPE PIPE 90 FEET CF FIRE HYDRANT # I. (ITEM # 15) PROPOSED CITY RAMP DETAIL 5W3-03 _`' I ,\ti\�'am ®J 1 20. PROPOSED G" RAISED CURB 94.5' @ -0.7�°, F/L IN = 302.65', F/L OUT = 302.00' INTERIOR PERIMETER PARKING ISLAND REQUIREMENTS: EXIST. G' SIDEWALK i�' 5 •;"k ®- 21 , PROPOSED 30" GRATE INLET w/ 4.5' SQUARE BASIN 43, PROPOSED 160 HDPE PIPE - 83 L.F. @ -0.94% 1. INTERIOR 15LAND REQUIREMENTS: 180 5Q FT Of AREA FOR EVERY 15 PARKING SPOTS E 'i w I TOG = 307,00' F/L IN = 300.50', F/L OUT = 299.74' - INTERIOR P.S. PROVIDED: 34 / 1 5 = 2.2G E' 1. �\ 44. PROPOSED f 2"f?� HDPE PIPE - 9 FEET --- 2.2G " 180 5Q FT = 408 5Q FT MIN. REQUIREMENT, 845 5Q FT PROVIDED. E \\ 22. 8'x 8' TRASH BIN LOCATION, 1 2' x 12' GATED, BLOCK /� WALL TRASH AREA, MAX. HEIGHT G'. F/L IN = 305,00', F/L OUT = 304.00' 2. PERIMETER PARKINGREQUIRMENTS: 180 SQ FT PEP, ISLAND. ROCK PRAIRIE ROAD �� - \,;\ DRAWN BY: JOE G. 23, EXISTING 18" RCP: TO BE REMOVED 45. DEMO � REMOVE 3G" PIPE * OUTFALL STRUCTURE 120 ROW 23 \. CURVE DATA 1 (Cl)(C1) NOV 19 2013 '' , DATE: JANUARY 2013 24. EXISTING GRATE INLET: 4G, cXISTING I O' ELEC. EASEMENT (v4351 / p49) 1«1ST• ASP - ELEV. =303.99', F/L OUT = 298.74' 47. INSTALL 22 L.F. OF G" RAISED TEMPORARY CURB HAjTPAV MArt _(_..: � ` SCALE: NOTED 25. EXISTING MANHOLE - NO DATA PROVIDED BY SURVEY 46, G"O 150LATION VALVE FOR FIRE LINE »rt-,---- .V COLLEGE STAT1 RVE DATA 2 (C2) j 0 +•-. I-. 2G. 8" SAN. SEWER LINE (' PRIVATE LINE "): 49. 2" WATER METER * BOX �V ' `°1140M E�RI��'y EviE EDF 7 / PROJECT #: GE022001 1 �-,-REMNANT OF �' / f 24 SDR 26 ASTM D3034 PVC PIPE (35) P PO i �j' 11tVNE ( 14') COW[ '" � �fi �E .'_.i 1 THESE DOCUMENTS HAVE �• >�� 10 P.U.E.(8.5")(y,,, 11 1\J F/L IN = 307.45 S��HEET C-4 F/L OUT = 290.50' (EXTERNAL DROP STRUCTURE) BEEN RELEASED FOR BIDDING LEHTONEN INVESTMENTS, LTD SITE UTILITIES & EASEMENTS (v7560 / p225) * CONSTRUCTION PURPOSES. 511 UNIVERSITY DR., EAST Ste. # 200 1 0 RZ; QUIRE SCALE: 1"= 20' COLLEGE STATION, Tx 77840 P 0 +.� ► NOV . 1 9 2013 � I v'� t PLAT FILED:_ _ ti �_ . . il y ,i- 0 ning iie � ,�,- . , ki, ao Ran 1 4, �, -C; a a„ -3 : _ - - p��.,�� in zi, [k uC? . . I �, GENERAL NOTES: I 1 . LANDSCAPE DESIGN AND ANALY515 CAN BE FOUND ON SHEET L-1 . IRRIGATION PLANS SHALL BE "' LOCK , L� _ DESIGNED AND INSTALLED BY A LICENSED IRRIGATION COMPANY. 03/22/2013 2'P' 6 (N��S' G1P� 3'-8" I . BENCHMARK ELEV. - 3 10.30 -BENCHMARK ELEVATION FOR EXISTING PROPOSED " ` + 1 2. ALL CURB RADII SHALL BE I FROM BACK OF CURB UNLESS NOTED OTHERWISE. LOQ ,� NP- MMER 1 ELEVATIONS I5 THE EXISTING SANITARY SEWER MANHOLE RIM ELEVATION LOCATED ON �� Op G � R�`L GO (O 42 NORTHERN PORTION OF THE LOT. 13. CONTRACTOR SHALL PLACE GRASS SOD (ST. AUGUSTINE) TO PROMOTE GRASS RE-GROTH TO ALL AREAS ♦% OF 1 �O G G�N� ?.A b) + +' �� 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING THAT HAVE BEEN DISTURBED BY CONSTRUCTION. = �P�E TFC �/. otAO G C3g2'%I 2 • 6 2� (I 80sf) UTILITIES. AT LEA5T 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR 14. NEW RIGHT-OF-WAY/ PROPERTY LINE ESTABLISHED BY THI5 51TE PLAN PER CITY REQUEST FOR 9 FEET" V1.11 a 9s Z N �� // SHALL CONTACT DIG TESS @ i -800-344-8377. OF RIGHT OF WAY ALONG ROCK PRAIRIE ROAD. y',•' iC 41 f i :. CJ1 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES AND 1 5. BUILDING SETBACKS: FRONT: 25' , REAR: 15' , 51DE: 7.5' , 51DE STREET: 1 5' f °+ „ '" - .. 1--: �! *; • • • • , , , • , ;* f 5PECIFICATIC.'1S FOR WATER, SEWER, DRAINAGE AND STREET CONSTRUCTION. TESTING SHALL 16. PHASE 3 BUILDING WILL USE 8' x 8' TRASH BIN TO BE PROVIDED WITH THIS PROJECT. N z JOE I. GATT �\..... m :.:.....:...: P j BE PERFORMI`D IN ACCORDANCE WITH THE CITYS STANDARDS. ALL CONSTRUCTION SHALL BE 17. SITE SIGNAGE: SIGNAGE SHALL BE PERMITTED SEPARATELY. n i 5�� ""` COORDINATED WITH THE CITY ENGINEER'S OFFICE PRIOR TO START. 18. 100% COVERAGE OF GP�OUND COVER, DECORATIVE PAVING DECORATIVE ROCK OR A PE ENNIA `: `'" 90964 y (I 80sf) 15�j : 4, THE CONTRACTOR IS P�E5PONSIBLE FOR ALL CONSTP.UCTION SAFETY. CONSTP.UCTION IS REQUIRED IN PARKING LOT ISLANDS SWALES AND DRAINAGE AREAS T R L GRASS r e < t 5 - HE PARKING LOT SETBACK, :' rn �_ DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. '......... " " ". - �G ,I�Q.c� '- � C S'�• ��ON ;I`:'., ,,• ""� 4 5. LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATED ONLY. OTHER 19. ALL ROOF AND GROUND MOUNTED MECHANI A t." 0 FS EN ,.. G��•� rn , C L EQUIPMENT SHALL 13 SCREENED FROM VIEW OR m 1 S/ �� ,� z - '"'" UTILITIES MA; BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION DRAWINGS. THE 1 �-� ISOLATED 50 AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN '; ?3 ';"'"" " -, SOC"'' ...... ....,::., 1 CNAL ,a� .g CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING OF ALL BURIED UTILITIES. ,, , ', kA >' ; �" 15 / :. r 150 OF TEti SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRACE. SUCH SCREENING FtD R% ++ / 18A THE PROPOS_D BUILDINGS AND ASSOCIATED DIMENSIONS SHOWN HEREIN WERE PROVIDED �/ ".. \ 6. SHALL BE COO DINATED WT T CKPIRIE R/ ..%.... 6 ZQ / 23 „:. R I H HE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED Rb. :•• :FR '•..<r,.; �x BY BILL 5CARMARDO, WC5 ARCHITECTS. 4,4 A, _-/ - APPEARANCE. - . . 7. THE 5UBJECi PROPERTY I5 CURRENTLY ZONED GC GENERAL COMMERCIAL. } ,� �-- /� ^ _ 20. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTIC!N 7. I I OF THE UNIFIED i' i 8. THE SUBJEC• P OPE D :: R RTY OES NOT LIE WITHIN THE LIMITS OF THE 100 YEAR FLOOD 3 DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BE A :``''"`': :: ? "' I ��' \ HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT LOW N OPAQUE HOUSING AND rRaeasirE i / '" AGENCY: MAP NUMBER 48041 CO3 I OE EFFECTIVE DATE MAY I 201 NO FIXTURE SHALL DIRECTLY PROJECT LIGT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A :,1 .f _ '. , "'' " ' _ . 11 I P�� LEASE SPACE 8 9. ALL PROPERTY INFORMATI N F Y 6, 2 MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. .` " ` ' :"" O OUND HEREIN, INCLUDING METES AND BOUNDS A' g\OEw j s90 SF DESCRIPTIOPtS UTILTITY EASEMENTS WERE PROVIDED BY STRONG SURVEYING CO. 2 I •PLAZAS AT ROCK PRAIRIE, BLOCK I ,LOTS I -4 ARE CONSIDERED A BUILDING PLOT FOR THE __ - I SOsf CS 9' NOVEMBER '201 1 . PURPOSES OF SIGNAGE AND NON-RESIDENTIAL ARCHITECTURAL STANDARDS. N 2 -:; / THESE LOTS MUST MEET THE ADDITIONAL STANDARDSFOR 20 000 5 `� N i' 7 l . 1�1 ,-----, I �( PHASE 3 - ETAIL BLDG. TILT -WALL PA F.F. = EL (7,944 sf) 1 1.78' D .J 10. ALL 51DEWALI.5 AND RAMP5 SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH Q FT LOIS OR GREATER. LOCATION MAP - o rn A.D.A. (AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS ACCESSIBILITY 22. PROPERTY OWNER I5 RESPONSIBLE FOR REPLACEMENT OF BLOCK WALL DUMPSTER SCREEN IN V' :. NOT TO SCALE cn v) :.: N- STANDARDS) REQUIREMENTS AND STANDARDS. THE EVENT IT I5 REMOVED FOR UTILITY CONSTRUCTION OR MAINTENANCE. < : .,:., -"` `�' r I No a :' WATER S�rNITARY SEWER LOADINGS: z Q '.._.:: ' PARKING ANALYSIS: STORM WATER MITIGATION NOTES: I , " 20 1 . TOTAL DESIGN AMOUNT OF FIXTURE UNITS I5 100 F.U. (COMBINED) .< rn 3� II <t W """ :.; O� �\ I . REQUIRED PARKING: I . CONTRACTOR/OWNER IS RESPON IBLE FOR FILING A NOTICE TO INTENT (NOp WITH > p . C) I2. PROJECTED WATER SANITARY SEWER DEMANDS. EXISTING RETAIL CENTER (PHASE 1): 19.284 s.f. = 77 PARKING SPOTS TCEQ PRIOR TO CONSTRUCTION F REQUIRED). ui 1__q ° �. v I ................ ...... - /Yj CP:• AVERAGE PEAK MAXIMUM 2. THE CONTRACTOR IS R5PON51B �E FOR ALL STORM WATER POLLUTION PREVENTION d U ct) y PHASE I HIGH INTENSITY USE: = 15 PARKING SPOTS _ n WATER 20 gpm 83 gpm 150 gpm ASSOCIATED WITH THIS PROJECT THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO 00 C7 i.U 7` \ SEWER J 2,900 d 53,700 d 97,200 d PHASE 2 DRIVE-THRU RETAIL 2,679 s.f. = I i PARKING SPOTS \ gp gP gP ADMINISTRATIVE ADJUSTMENT (Ph I ): _ -9 PARKING SPOTS PREVENT THE TRANSPORTATION F SEDIMENT FROM THE PROJECT SITE. . 3. UNDERGROUND DETENTION FACILITY: THE EXISTING ABOVE GROUND DETENTION POND F. I. I. o PARKING/PAVEMENT DESIGN: PHASE 3 ADM IN/PROFFESIONAL: 7,944 s.f. = 32 PARKING SPOTS Z ^ W G) "`"" TOTAL REQUIRED: 126 PARKING SPOTS SHALL BE,TRANSFORMED INTO AN UNDERGROUND DETENTION FACILITY, UTILIZING THE rn W J LEASE SPACE 2 LEASE SPACES LEASE SPACE 4 LEASE SPACE 5 1 . ALL CONCRETE PAVING SHALL BE G" THICK REINFORCED CONCRETE WITH #3 REBAR STORMTECf� SUBSURfACESTORMWATER MANAGEMENTSYSTEM by ADS. THIS O p Q CJS :�I \ PROVIDED PARKING �,d � .2 4 - 111s SF 1233 SF 1403 SF loot SF (PROPOSED 6 PAVEMENT) (GRADE GO) AT 12 ON CENTER; BOTH WAYS. _ UNDERGROUND SYSTEM IS COMPOSED OF MULTIPLE UNDERGROUND CHAMBERS DESIGNED U q ) N EXISTING RETAIL CENTER (PHASE I ): 19.284 s.f. - 75 PARKING SPOTS TO RECEIVE DETAIN A E A - u" - J I i a] 2. CONCRETE SHALL BE 3,000 psi AT 28 DAY STRENGTH. CONTRACTOR I5 RESPONSIBLE = N AND RELEASE ALL 5TORMWATER IN FLOWS FROM PHASES I AND 2 � � Z z w ( y i' S PHASE 2 DRIVE-THRU RETAIL., 2,679 s.f. 40 PARKING SPOTS RETAIL CENTERS AS WELL AS THE f20PO5ED PHASE 3 RETAIL CENTER FOR ALL STORM c� W " FOR MAINTAIIIING SLUMP DURING PLACEMENT. (5" SLUMP MAXIMUM) :,:,.... CT; 3. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PLACEMENT PHASE 3 ADMIN / PROF.: 7,944 s.f. = G7 PARKING SPOTS EVENTS UP TO 100 YEAR STORM :PLEASE SEE SHEET C-4 AND SHEET C-5 FOR DETAILS. t � I- I Z` ) Lease SPACE 1 Lease spaces \ W N TOTAL PROVIDED: 183 PARKING SPOTS' 4. THE CONTRACTOR SHALL BER PON5IBLE FOR THE CONTAINMENT AND PROPER - I- 1300 SF 1200 SF w U OU w ; I••••••••••••••••••• - _. � - 0 SITE CLEARING AND GRADING: * INCLUDES 2 REQUIRED A.D.A. HANDICAP PARKING SPOTS IN PH 2 � 3 DISPOSAL OF ALL LIQUID AND OLID WASTE ASSOCIATED WITH THIS PROJECT. THE i� U E- S :: -' "= d Ill O 4� 1. SITE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB PROJECT SITE OF ALL TOP SITE ELECTRICAL/UNDERGROUND ELECTRICAL: CONTRACTOR SHALL USE ALL FANS NECESSARY TO PREVENT THE OCCURANCES OF * 0 m - SOIL AND ORGANIC MATERIAL. TOP 501L SHALL BE STOCKPILED ON-SITE AT A WIND BLOWN LITTER FROM THE PROJECT. W •,I g �wt` w' I I `�O � G w � ® :.\ C� Y a I I. COLLEGE STATION UTILITIES SHALL PROVIDE THE ELECTRICAL DESIGN / LAYOUT rm U N z z W o . `I , ::' :,__. O G FOR THI5 PROJECT. � SS' Tn y LOCATION DESIGNATED BY OWNER. DEMOLITION / CONSTR ,CTION WASTE. ° mow - 0 11 , r L _ 2 ALL AREAS THAT ARE FOUND TO BE'PUMPING' OR'SINK HOLES' OR NOT TO BE IN a� U' z : I i SIDEWALK � D' y 2. BUILDING SHALL HAVE 8 SEPARATE ELECTRICAL METERS: ONE FOP. EACH LEASE . COT 2 O d -W 6> ORIGINAL UN -EXCAVATED COMPACTED STATE SHALL BE REMOVED AND REPLACED WITH I . N RACFOR SHALL PROVIDE ONTAINMENT FOR WASTE, PRIOR TO, AND DURING, ' j N -� U �' ! N i I '" ; 6 SIDEWALK N N a n SPACE AND ONE FOR GENERAL USE: DEMOLITION CONSTRUCTION. 'SOLID WASTE O - U c9 z ® 6 SIDEWALK \ W - - - SELECT FILL, COMPACTED PER PROJECTS SPECIFICATIONS. / R LL OFF BOXES /METAL DUMPSTERS r►-� O t, ( ' ::- - ::•' c9 -- (l 7` 3. DEVELOPER SHALL PROVIDE CONDUIT * INSTALL PER CSU SPECS AND DESIGN. � . s .,, , , ;. . SHALL BE SUPPLIED BY I ::.:. : , :., ....., . ,. :...:::.:::. . ..:..:.:.:.:. c - CITY PERMITTED CONT CTONLY. RA OR S T LANDING rn z w , ; ; :: ...: C� �° 24 A CESS I , ; j ; , G . { (PR P05Ep 6 PAVEMEN) I s £€ t € ? \ EASE ENT14 20 P U E [E -7 E 5 0t I I t (VG02,P519)to (370sf) 1 I \/ " '"I GI oI/�/r:�EX STING 12 SANITARY SE E . I iG X7560 225 W R . 20 , I N . 5 5 X75 O �'� o / PROJECTION TOTHE NORTHEAST € : , l y 2 FLOWLINES UNKNOWN 3 : 9' a- R5 rrr»....:»................ ..... .:,...:::.."...... .,.........::.:......,..:.. (361 sf) :.::.::...:.:.::::.:._ _....,.,,.......::... . _ .. .. .• G� \ P 28 �� 125�i 25 4 I 0.8%-.=-- / __._....... .....::::::::::.... :_.,. «.. 47 ALO �- � � 10 O°� Z,P, �NERS, / + -. �l I R5' \ ` 32 vOG- PI\ O\\W"� 1P� �- -5�� _ N (" O'-211 23 DRIVE AISLE � ' N * CLAY PIPE * wO09 �� j E 61 .42 R I � 7 7 I g y Q G A8 / 5 n USE CAUTION ZON�p GG C392�12 / /� 12 6+24 \ 310 R4 - - \� /lurn i 5 6,A. 4 - - - - - - R 1 2 OYP.) 6 � � � / �j� N . I I. p I . I 0, g r ...::.:::::::..... :--,.....,.... 1.,,. __ . _ 2 1 :::.:::.:..: z 0 G . . . . . . 22 ti 27 25 . z E% ;11 I ; ; : : D r : : (EXISTING PAVEIy1ENT) N ? ---: € rCn �� 25/' 65.. . /: . i .�_� - . : • -,-, \ - \ � 13 / - .:_ N \ 3i e' : . : Q : (3G 15f) - 25 00 [ ; ; ; ; - i 0 v1. a, `' ' I� I L : - o / 1.9 = L 111, (254sf ` 180sf I 5 5 ( ) I 1 6 20 PRIVATE SEWS E M n E E - 6� R S NT (V4209,P 1 58) i --� �/ - : \ // 20 E. 56 22 ) < :' 2'- I O" EXISTING \ 2J /fit �6 -,- _ `` P U (V7 0 P 5 \ \' 25' BLDG. SETBACK N -,y.. I . < - PARKING 9'(EXISTING CUKt5) II .i ,� 1 � 30 65 �: ' 29 (n 3 X 3: 0 -, 4 4 SETBACK /� -- . s' N .: ' 0 : S 60°33'13" W 47.29' (R -O -W uNE) ,��• _ _� _ �,� -- LEASE SPACE 7� -1- � , .1 - - I I :. i Op�.. 690 SF -'%\ V. , �� .- 7 Ji . _+ __ _gt_____ 1- -- ,---- -- � - I - I . % - . 1-11-1-1-- __ , _ - - _ � - - _. - E =r -' 1 __ G - ... _ '' 5 C� _.. --.._:_.-.. _ _::__�v- -.e_ _ -. - -- I - - _� - I- - _. _ I 1_1�= - - - _. - - - 1, - _-, N \ - .:.:. UNDERGROUND DETENTIOIJ FACILITY v \ : �.:: 19 (C„ STING PAVEMENT)` 0 - PH SE 3 RETAIL BLDG. (22, 104 CUBIC FEET) va :...: -_ �R'O-W �I�E) 7 : TILT -WALL PANEL (7,944 sf) I.\:. tP SEE SHEET C-5 C-6 EXIST. G' SIDEWALK R25. . .11, 0 0 U) r � �� - } _ I ,Z F.F. = 3 I I .78' \..1 .... 1 ....1., ..... R25 E___ - - .. ..;, .: .::. - �-.,:--mm CC U) LLJ .. w 8 I on (O , :: :' `, 22' UDF OFF -SET \ I FROM PROPERTY LINEa1 I� N ROCK PRAIRIE ROAD 35 I "3 1� 120 ROW CURVE DATA 1(Cl) :..• /� YO (EXIST H ` ;. ; SITE LAYOUT 1 V U�° ASP qLT P Q IFASE SPACE 2 LEASE SPACE3 LEASE SPACE 4 LEASE SPACE 5 i. \ \. AVEMENT U p 36 1116 SF 1233 SF 1403 SF 1002 SF (PROPOSED PA)~N� N SCALE: 1" = 20' CURVE DATA 2 (C2 J..:.. 0 14 Lu U ` \:.." N 0 REMNANT OF - _ M \ „ O Z ( LEASE SPACE 1 LASE SPACE 6 E` N '_ U U w `_ 37 1300 SF 1200 SF \ J _.: O Z ...F. ` N ,� v O NUMERICAL LEGEND: � U �I 1. BENCHMARK: RIM ELEV.=3 10.88' CURVE DATA: m o� w TEL I a. , O G 224.02 LENGTH RADIUS DELTA CHORD C -BEAR N z W TEL TELL TEL..•,.... ��•. cE• I1 Ivo. N -5,i. z �n y G a O >. I I' SIDEWALK c� - E - 4,89 ► .37 C I 104.76' 1060.00' 05°39'1 ^ 11 104.7 I ' SG3°25'28"W ~ w �' 2. PROPOSED 4 DROP MANHOLE. , 1 o I u -' U z N .'' �Q'.' G' SIDEWALK `:`;.,:...::..,: ;. N a G� n C2 133.44 1 OGO.00 07012'47" 133.36 SG9 5 143 W 1.9' I - I 38 ® 6' SIDEWALK �� ; � : : ` \ N� _ - RIM ELEV, = 3 10.50' o O �` m �` c i 1 - Lu ° , : : ' ' :: C: F L IN 28 2 F O = : : , <.:�..�: 14 •o / 8 4 /L OUT 288.32 . LANDI G 27. 6 SANITARY SEWER BRANCH - I GO' � ,,. ,. , I >'..:..,a�:: \ _ � n ?° � N 5,3 1 7.09 ( ) O N ,': PROPOSED G" PAVEMEN : ?;..:.:: G F/L I N = 302.00' N _ ..:.. ( T) : d w � Z (Y'' E 4 983.87 in cs Yp X 2 ANCHOR BOLTS ----t : ;i ,� r' G LLI F/L OUT = 300.50' i 5 ; ; ; PROPOSED 23' 16 , :. �' .-. LLI 3. BIKE RACK -SEE DETAIL THIS PAGE 351, (TYPICAL) O. Iv s f., V F_ 0 4. A.D.A. PATH 28. G SANITARY SEWER BRANCH - 2 (GT @ -5.4%) CKO55 ACCESS 1 '. � m - (4 30" I Hco ; ;EASEMENT `(, Z V ®. F/L IN 304. 10 - �� - - I _ L `.' \ 5. G A.D.A. RAMP - SEE DETAIL SHEET SW <': co -I ---,---r x G. A.D.A. LANDING - 2% MAX. F/L OUT 300.50 11 I ABANDON`PORTION .- ... .:�, Lu �' 7. EXISTING RAISED CURB TO BE REMOVED 29. <6 SANITARY SEWER BRANCH 3 (57 @ -6.0%)1. I - EXISTING LOT 3, BLOCK I 45 LOT 4, BLOCK'' I 11 .Ll.l F L IN - 307.50 I ZONED RETAIL ,; ZONED RETAIL 8. EXISTING LANDSCAPING: REMOVE - / 24 ACCESS R OV RE PLANT ON SITE. Q N 1 2 N ..� i 1 2 �' ® - 0 LENT NEN 9. NOTHING F/L OUT =304. 1 O EASEMENT O INVESTMENTS, LTD. LEHTONEN INVESTMENTS, LTD. I O. PROPOSED LANDSCAPING -SEE SHEET L- I 30. G SANITARY SEWER CLEAN-OUT (I 2) (v75G0 / p225) ( 67/46) I (9967/46) \ PROPOSED �n Q 23 CROSS �- - : 3 1 . GREASE TRAPS 3 - TO BE 51ZFD BY TENANT <<;,...:::.% >.<:.: cs (� (/� 1 1. 1 2 WIDE 51DEWALK STRIP O 24% % .... . ; ;:. cs � ACCE55 32. EXISTING 1 2 SANITARY SEWER LINE AUTION -CLAY PIPE \ / :: _ <.. :.._, < \ cp t 2. EXISTIUNG 15 PVC STORM PIPE (F/L 304.75) : • - - _ I - ......... .:.. • - 33. EXISTING ELECTRICAL - : . Y -� ....: - �■ J U) 13. EXISTING STORM JUNCTION BOX GRATE ELEV.-309.2 I : _ : :., ;...::..........::: .:.::".:':.:'': • :. r---, L� -- (� "' tP EASEMENT �i ' BI ERA A I I. s < < < ..:.. - t < r .vi K C CONCRETE PAD H LL BE G x IN IZE _ ,. K S 9 S I Q 14. EXISTING 24 PVC STORM PIPE F/L=303.05 34. EXISTING 8 SANITARY SEWER LINE .: I 8 ; N s -- --- _ ._. I 35. PROPOSED GAS SERVICE LINE i RACKS NEED 3 SEPARATION FROM BACK OF CURB 0 9 :: t ,, - - ._ _ " ' : W R 83 :.... 15. FIRE DEPARTMENT CONNECTION (F.D.C.•-- G O 4G L.F.) ( ) € ; I : f t::,.: _.. - ` _ .. _, \, ;: .-. Lu I3 _ 1 1 6 l....::.. -- , �::. _ TO BE INSTALLED BY ATMOS GAS - -; .... ...... .........._ .:_ ..... \ - - �: •.::� ::: I V W. I G. EXISTING STORM MANHOLE: RIM 308.4 t DBL. INVERTED U BIKE RACK (4 BIKE) DETAIL __ - .......i.........:,., .;.0.... y - O _ Z0. 3G. G FIRE SUPPRESSION LINE - 4 BURY DEPTH (MIN.) SCArrrLE ' 24" F/L IN = 302.98' NOT TO 5C L 1 ; Q LLI 17 : i :: I ; \•� M : 3G" F/L OUT = 302.88' 611 C900 DRI 4 AWWA CL200 PVC _ _ - . 40 43 V O 18" F/L IN = 303.58' 37. 2" dia. WATER SERVICE LINE, SCH. 40 PVC PIPE (I 09') FIRE SUPPRESSION * FIRE LINE NOTES: - - - -� - -- - _ \ I \\ ® 0 17. EXISTING 5TORM INLET: 38. PROPOSED UNDERGROUND TELECOM CONDUIT (74') I . BUILDING FIRE SUPPRESSION SYSTEM SHALL BE DESIGNED INSTALLED BY A LICENSED INSTALLER. 44 RIM ELEV=308.68' SCH. 40 PVC ELECTRICAL CONDUIT 2. FIRE LANES WILL BE CONSTRUCTED MEETING MINIMUM FIRE APPARATUS TEMPLATE. 8W 8W 8W SW 8W 8W 8W 4 I I..,(D I \ \ �..i F/L=304.23' 39. PROPOSED FIRE HYDRANT # I -SEE 5HEC f G-4 3. AFIRE LANE SIGN SHALL BE INSTALLED AT ENTRANCE. - , „ - - - - - \ Ci LL 40. PROPOSED 4' x 4' JUNCTION BOX # I 4. CURBS TO BE MARKED: 'FIRE LANE, NO PARKING, TOW AWAY ZONE' w/ 4" LETTERS. S 6O°33 13 W 47.29 (R -O -W LINE) 18. EXISTING STORM INLET: -" 21U) 0) � �) �I TOP = 309.00' F/L IN = 302.75' , F/LOUT = 302.G5' 5. A KNOX BOX SECURITY KEY SYSTEM IS REQUIRED FOR EACH LEASE SPACE. 14 1 I I IG _ \\\ \ � W U W RIM ELEV=308.62' G. FIRE HYDRANT # I I5 LOCATED IN FRONT OF BUILDING ALONG ROCK PRAIRIE RD. R -O -W. t 8 39 `\ \ Z F/L=304.00' 4 I . PROPOSED 4' x 4' JUNCTION BOX #, 2 FIRE HYDfZANT #2 IS LOCATED 170 FEET FROM F.D.C. TO THE NORTH ALONG ACCESS DRIVE. 49 .*.'?!~ (_ W - \\ 19. DEMO REPLACE EXISTING PAVEMENT (94 sf)•WITH TOP = 307.07 ,SUMP = 30 I .49' 7. THE F.D.C. RISER IS LOCATED IN FRONT OF THE BUILDING FACING ROCK PRAIRIE RD AND IS WITHIN (EXISTING PAVEMENT) `w' LINE) "'r �J ® (I) 42. PROPOSED RE -ALIGNED 3G" HDPE PIPE 90 FEET OF FIRE HYDRANT # 1. (ITEM # 1 5> - I I ;\ �' LV PROPOSED CITY RAMP DETAIL 5W3-03 I E 0 \� J J F/L IN = 302.G5' , F/L OUT = 302.00' INTERIOR * PERIMETER PARKING ISLAND REQUIREMENTS: EXIST. 0 SIDEWALK E �' 20. PROPOSED 6" RAISED CURB 94.5 @ -0.7% , E^ 21. PROPOSED 30" GRATE INLET W/ 4.5' SQUARE BASIN 43. PROPOSED 18"O HDPE PIPE - 83 L.F. @ -0.94% E 45 4 0 I . INTERIOR ISLAND REQUIREMENTS: 180 SQ FT OF AREA FOR EVERY 15 PARKING SPOTS E TOG = 307.00' F/L IN 300.50', F/L OUT = 299.74' -INTERIOR P.S. PROVIDED: 34 / 15 = 2.26 E - E, \\ j 22. 8'x 8' TRASH BIN LOCATION, 12' x 12' GATED, BLOCK 44. PROPOSED 12"O HDPE PIPE - 9 FEET -- 2.2G * 180 5Q FT = 408 5Q FT• MIN. REQUIREMENT, 845 SQ FT PROVIDED. ®�� - -- E , \\ WALL TRASH AREA, MAX. HEIGHT G'. F/L IN = 308.00' , F/L OUT = 304.00' 2. PERIMETER PARKING REQUtRMENTS: 180 5Q FT PER ISLAND. D v� \ ROCK P`,AIRIE ROAD CO I - \. 23. EXISTING 18" RCP: TO BE REMOVED 45. DEMO REMOVE 36" PIPE OUTFALL STRUCTURE v' 1 E �' • DRAWN BY: DoE G. 120 ROW CURVE DATA 1 (Cl) 23 �' \\ 24. EXISTING GRATE INLET: 4G. EXISTING I O' ELEC. EASEMENT (x435 1 /1249) ..\\N DATE: JANUARY 2013 ELEV.=303.99' , F/L OUT = 298.74' 47. INSTALL 22 L.F. OF G" RAISED TEMPORAI:Y CURB APR 0 2 2013 ASPtJALT p \ it I (E�CIST• 25. EXISTING MANHOLE - NO DATA PROVIDED BY SURVEY 48. 6 O ISOLATION VALVE FOR FIRE LINE AVEMENT - N SCALE: NOTED 2G. 8" SAN. SEWER LINE (*PRIVATE LINE *): 49. 2" WATER METER * BOX , COLLEGE TATI W. ; CURVE DATA ? (C2) ; , '. PROJECT #: GE022001 SDR 2G ASTM D3034 PVC PIPE (35') OYY1�1�I�/®EV�L,E�i E%`A7M� ROPO ED 8" WATERLINE (214') ENGINEERING REMNANT of FOR 24 F/L IN = 307.45' THESE DOCUMENTS HAVE �rx:, 10 P.U.E. B.5 �� SEE SHEET C-4 ( LEHTONEN INVESTMENTS, LTD V Misr i i .F IOC F/L OUT = 290.50 (EXTERNAL DROP STRUCTURE) _ BEEN RELEASED FOR BIDDING SITE UTILITIES & EASEMENTS (v756o / p�_25)Aft L ANCE . 511 UNIVERSITY DR., EAST Ste. # 200 """ � CONSTRUCTION PURPOSES. SCALE: 1°=20' 3 COLLEGE STATION, Tx 77840 Q REQUIRED ASR 2 Zfl�3 sll^ f%okv%t IF ` 1 N(09 � ' - DEVELOPME ; SERVICES �' �1 �� , $. `�� PLAT FILED: �s , (� s ,, _ I . � � -1 t: ... �'_ I � . ,� I I � I av, (I � I I �() ii I I