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Drawings•%sir ;f/ 60 30 0 60 5/18 /NCH IRON ROD FOUND / I VIP's H\GH CN PKC \ 'S"', ' GX� F\� pW• R % G f// w�oj19 WOWI �^ 5,1 //1/9/0 VAR�1\ Ic 20'.UTILl7Y -� 20' PUBLIC E UTILITY EASEMENT / / �� / VARIABLE WIDTH PUBLIC r l EASEMENT ' 1 C9 f UTILITY EASEMENT r', 3837/290 �. �0 5793/187 S 49' 00' 05" E 5793 187 UTIL EASEMENT PUBLIC 13:91 ' r (. � ��,� .• POINT OF 1/2 /NCH IRON ROD SET BRASS ROK E/ . ` 'f f' / <� ✓ / / 1/f/ MONUMENT N 71' 40 14 E r>' /� /i ;'.%� / 'r :, Ih; FOUND 66.85'/,N,,/ 20' SEMINOLE PIPELINE </s. �i i % //r f• <; EASEMENT 1022/807 ! 1/2 /NCH IRON _ fr / ,. /i f .r 510/444 ; , ` .: / ROD FOUND rr,,:_ Oh. tial Ps _ B/8 INCH IRON r / / i _ /" ' f �= '- ROD FOUNDf �. �fi//,✓ iiil =475 ii.l S 36' `38' 24" E LOT, 1R -B r �/ ♦ ! f r f, BLOCK 1/% / 20 P.O. W. `, 93.01 ' ` I' I' / / �- EASEMENT __ ------ — - — .� ; f f ; / ,/ -,�, _ 2.601 'ACRES 1/2 /NCH IRON CROSS 510/451 ROD SET ACCESS EASEMENT N/F 4T 24 38 E BRAZOS TEXAS LAND DEVELOPMENT /r! 5 f T LLC F; l _;j jor Record in. / J 101.04 10' .GTE / i CAPROCK CROSSING PHASE 5 P _ii.; i;tlLitli - f a T J � 'r�. EASEMEN / I / -/ BLOCK 1 LOT 1 t _,ti4. 1/2 /IGH .IRON 745/838 °' 2.777 ACRES ' r / L SET , / 20' PUBLIC �► RO err/ ZONED GC UTILITY EASEMENT \ L6 _t A a Q 1/2 /NCH IRO(r', , r 20 PUBLIC ,' 5�/ _ ROD FOUND //; r ' ' 5793/187 L5 UTILITY EASEMENT f , ��''� j /f� �� ^ ory i / / �� y 20 PUBLIC . ; i .,, s',�:_:+tt estr. 'r.i;1r Q A) ry%OPVE X' UTILITY EASEMENT C,�^ / Cj/// /'�f ; �ir aN\,l LlV.SH1UED L4 5793 187 o Nom, \ LOT IR -A �N < ` C IRON _ i C4tf 1/2 INH y_=� r cj+rU{te - :iijli O" J�.ry� " / i i. v' i\\ \ BLOCK 1 ' (i' ROD FOUND i . \ 1.254 ACRES / ;j Flon alhano � ZONE ;1 ' r ,�, L. \ S 43' 11 ' 15„ E -. - - v UNSHADED%i' \ \ 1$0.09' : i r f r /� ✓ 5 4 h _ OF T. =: - is UN ! Y Ri Bh z {{ /� _ it_r_b'., �_•_t't?3 .._ Slti_- ira f1_ 1/2 INCH IRON'/; / \ r ! ti Vv ta^ -- ' / 20 PUBLIC 20 EASEMENT , p q, _ : _ _:n •_,t•_ lar _ 'o� t i zta_ _� h a.: - ROD FOUND / /i � � , � � QP n'' =F1� _`•' r===r=='� ;n ti VO i1�Cr ari,7 N F i i /� UT,LITY.EASEMENT CITY OF BRYAN r. / h E R w. - - _ / COLLEGE STATION ISD ; i /f>> 1 5793/,187 1697/167 : ? : =i s- - r=F=r-`� -- n � - c '-- Chi �t`t• r. \ ' r','�:�� ..� _- - /: /,. . , 4c...... - -AS CA�TLtPATE BU ,I ,ESS CENTER !:- ; j f r /'� \ f rf �^F L� - i _.:.._1•_ s BLOCK 1, LOT - 2 it '`/, f,, r�, j /,, 5 1 2 /NCH IRON GRE R\PB 122 _ e1iL 17.02 ACRES 7' PUE & PUBLIC j / /'/' ROD SET =- -_-•+_3 5793/ 187 ACCESS EASEMENT ZONED GC ` /if/ ,rf /` �` 1;1805/182 / / S 42'. 35' 22"_W / f i j �f` 13.77' 80' PRI t/ATE%/Z i�� p�, i � •. , - - r 1/2 /NCH IRON Karn iii uaenY rr1_n= .7,r,:. t DRAINAGE EASEMENT ROD FOUND �•h`.?'il_: iiiltpj 5793/187 riPPROXIMATE LOCATION NOTES: I OF F!_OODFLA/N `�// X � \, ff,`.i /f � 1. THESE PROPERTIES ARE CURRENTLY ZONED GC - GENERAL II' COMMERCIAL. 00' 2. BLANKET EASEMENT TO WELLBORN WATER CORPORATION, 531/722, \A DOES APPLY TO THIS TRACT. 1%2\ INCH/,•IRON r 3. BUILDING SETBACK LINES PER CITY OF COLLEGE STATION UDO. 20' PUBLIC ROD FOUND 7r / ���3�1-� T j / r 5' GTE 4. BEARING SYSTEM SHOWN HEREON 1S BASED ON GRID NORTH AS. UTILITY G4SEMENT - r �/ / f / EASEMENT - 771/5 ESTABLISHED FROM GPS OBSERVATION. 5. THIS DEVELOPMENT IS LOCATED WITHIN THE SPRING CREEK IMPACT - FEE AREA IMPACT FEES ARE DUE AT THE TIM 1R -B, Block 1, Castlegate Business Center Subdivision to correct and wasprepay d from an actual survey of the the City of College Station, Texas, and whose name is property . a d that th property markers and monuments subscribed hereto, hereby dedicate to the use of the were plag under' m supervision on the ground. ° public forever all streets, alleys, parks, greenways, r` ` L infrastructure, easements, and public places thereon shown ! / itllg En inee for theur ase and consideration p p eratt n therein expressed. ,All � � allege Station, Texas such dedications shall be in fee simple unless expressly provided herwise. Bre(cl/Kerr, R.P.L.S. No. 4502 l/ APPROVAL OF THE CITY PLANNER Planner of the City of CURVE TABLE CURVE # E OF BUILDING PERMIT. RADIUS DELTA CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF SURVEYOR CERTIFICATE OF CITY ENGINEER 6. A PORTION OF THIS TRACT LIES WITHIN A ` DESIGNATED 100 YEAR TANGENT. C1 -,_ QQQ S FLOODPLAIN ACCORDING TO THE FIRM MAP #48041 CO325E, 12' 22' 59" S 50' 32' 00" W STATE OF TEXAS STA 0 P TE F TEXAS � Cit -��'-`"'�'�-4�- - -, Y Engineer of the City of _ EFFECTIVE MAY 16, 2012. C2 41.11' COUNTY OF BRAZOS COUNTY OF BRAZOS College Station, hereby certify that this plat is in 94' 13' 32" S 89' 41' 59" W 36.63' compliance with the appropriate codes and ordinances of C3 28.70' 25.00' .I, Nasir Veerani, owner and developer of the land shown I, Brad Kerr, Registered Public Surveyor Nov 4502, in the th City of College Station and was approved on the S 9' 42' 03" W 27.15' - on this plat, and designated herein as Lots 1 R -A & State of Texas, hereby cify that this plat is true and _ day of _ DAA"_______, 20. 51.33' 25.00' 1R -B, Block 1, Castlegate Business Center Subdivision to correct and wasprepay d from an actual survey of the the City of College Station, Texas, and whose name is property . a d that th property markers and monuments subscribed hereto, hereby dedicate to the use of the were plag under' m supervision on the ground. ° public forever all streets, alleys, parks, greenways, r` ` L infrastructure, easements, and public places thereon shown ! / itllg En inee for theur ase and consideration p p eratt n therein expressed. ,All � � allege Station, Texas such dedications shall be in fee simple unless expressly provided herwise. Bre(cl/Kerr, R.P.L.S. No. 4502 l/ APPROVAL OF THE CITY PLANNER Planner of the City of CURVE TABLE CURVE # 'LENGTH RADIUS DELTA CHORD DIRECTION CHORD TANGENT. C1 193.29' 894.34' 12' 22' 59" S 50' 32' 00" W 192.91' 97.02' C2 41.11' 25.00' 94' 13' 32" S 89' 41' 59" W 36.63' 26.92' C3 28.70' 25.00' 65' 46' 21 " S 9' 42' 03" W 27.15' 16.16' C4 51.33' 25.00' 117* 38' 17" N 78' 35' 38" W 42.78' 41.31 Vicinity Map FINAL �1 .,� T y ^% �?' r -' --- - -- OPT College Station, Texas, 6' C1���L�V���� j Nash�Ve rani ��o©oa�fl�� g hereby certify that this Subdivision rdo Plat conforms to the requirements of the Subdivision v c 4�o a� Regulations of the Cit of College e Station. � o � .� 9 Y 9 u o STATE OF TEXAS-}soanoocoox"oe"fl©flfla""oo® NT CENTER �L®CIS 1, LOT s 1� S. u COUNTY OF BRAZOS i3Fi . e coo®00000momoao ---�1 C-.hpf..ali e (Ofl.0 KERR 3 Before me, the ..undersigned authority, on this day {t\ Upo 4502 �To t' o� " �-� �ov,.. ��lanner 1-A appeared, Nasir Veerani, known to me to be the ®;4 popersonally ~'DvUR��� City D person whose name is subscribed to the foregoing 41.67' College Station, Texas 42' instrument, and acknowledged to me that he executed the 22" W L2 92.08'. same for the purpose and consideration therein stated. 42' 35' - L3 143.86' CERTIFICATE OF THE COUNTY CLERK 43' GiXen under my hand and seal on this 1_ day of 15" W L4 County Clerk, in and for � do hereby certify tat this plat together with � .... - said county, y Y p 9 y�+ its certificat$� of uthenticatio s filed for record in � Nota tc, Brazo''s County ,Texas _ �:�] �20-1!t--, ����!!y _ office the Y day of _-� 20J -T , Official t �e,, ds of Brazo County in Volume Js� Page ,€ttKu t i fi :t f hitt"- 2r3 f t V� �l IU1 ,11 �t�t..v;. Coun CI Brazos C ty, xas T LINE TABLE 1-A LINE # LENGTH DIRECTION L1 41.67' S 42' 35' 22" W L2 92.08'. S 42' 35' 13" W L3 143.86' N 43' 11' 15" W L4 9.04' N 47' 24' 38" W L5 25.00' N 42' 35' 22" E L6 9.96' S 47' 24' 38" E L7 90.95' S 43' 11' 15" E L8 401.51' N 42' 35' 13" E L9 25.01' S 48' 51' 58" E L10 267.44' S 42' 35' 13" W L11 23.97' S 23' 11' 08" E � 1-A Being a Minor Replat oof Block 1, ..dot 1B JP Castlegate Business Center ---3. SSSAcres a �>1 College Station, Brazos County, Texas INi AP ri12014 r'n Owner.- Engineer. j PROJECT LOCATION Nasir Veerani 46 4444SPrm9Mead0wsDr III ��I61 ? Rx J`t College Station, TX 77845 POBOX51 2 9 I 9 �c Surve or. Bryan, TX 77805 Kerr Surveying, LLC 979-739-0567 409N. Texas Ave. TBPEF-9951 ARCHITECT / ENGINEER 3311 Elm Street, Suite 105 Dallas, Texas 75226 214-742-6044 214-742-6041 Fax FAV•. -1 - j-j*W,j1 . nLffio 1jTjjI:jg LEGAL DESCRIPTION TMBPICLICK 325 N. SAINT PAUL ST., STE. 2850 DALLAS, Texas 75201 214-871-2302 Fax 214-871-8716 APPLICANT / DEVELOPER / OWNER JOE ZAFEREO PROJECT MANAGER 7101 W. HIGHWAY 71, 2ND FLOOR AUSTIN, TX 78735 PH. 512-344-7510 TRACT "F" OF THE PONDEROSA PLACE SUBDIVISION, SECTION TWO IDRAWING INDEX: ARCHITECTURE I SHEET NO. SHEET NAME COVER SHEET Af'ovk -,- SITE PLAN A1.02 RGED SITE PLAN CIVIL DRAWINGS SHEET NO. SHEET NAME C1.01 PAVING AND GRADING PLAN NNrELLS FARGO BANK 1801 ROCK PRAIRIE RD. COLLEGE STATIONI TX, 7784QI KEYPLAN =AREA OF CONTRACT ........................................... ..... .................... . ... ........................ ............. ........... SCALE: 1/32" = 1'-0"C I SITE PLAN: X,--" - --- --- --- --- --- -- 02/Al.01 ------------------------AREA OF CONTRACT v "v IV-V V.1-1-1. . -1. - VICINITY MAP: ^40 1801 ROCK PRAIRIE RD. COLLEGE STATION, TX 77845 PARKING LOT EXPANSION ARCHITECT/INTERIOR DESIGNER: 3311 Elm Street, Suite 105 Dallas, Texas 75226 214-742-6044 214-742-6041 Fax ARCHITECT'S/INTERIOR DESIGNERS SEAL: Q cRC'Si Al It 6. It 0 04-11-14 CONSULTANT* 0 ISSUE HISTORY: SUBMITTAL 03/12114 CITY COMMENTS 04/11/14 DRAWING INFO: FILE: Cover.dwg CHECKED BY: is SHEET NUMBER: COVER SHEET 1 11 III- U-; oi-It4114 o' 3o NT 02/A1.01 SITE INFORMATION AN APPROXIMATE 3,795 SQUARE FOOT EXISTING BANK WITH DR[VE-THROUGH LANES LOCATED AT 1801 ROCK PRAIRIE RD, GENERALLY AT THE NORTHEAST CORNER OF ROCK PRAIRIE RD AND LONGMIRE DR PARKING REQUIREMENTS SITE PLAN r-l—%r— v 1%JU0 rKVrt:K I T LINO SCALE: TRE I IIIIIIII NORTH 0 101 50' � (WELLS FARGO) 3,795 S.F. 4G PARKING ........................................ 53 PARKING SPACES IED EXISTING PARKING ..................... 17 PARKING SPACES 4ING PARKING .................................... 36 PARKING SPACES kRKING ................................................16 PARKING SPACES ING SPACES ........................................ 52 PARKING SPACES kRKING SPACE PER ORDNANCE: BANK 1/250 =16 SPACES 1"--2W SITE LEGEND DENOTES EXISTING FILE LANE LOCATION 'COMI FICATE REQUIRIED C3 +11 040 0 +w 0 4W NOT REOUIRED rp R, O%ko vid 114 c!''! U APR 2 2 +2014 COLLL'Ut 6 IATION rIP"W7111, OPNTNT SERVICES PROJECT: VEAUN� Mon 1 1801 ROCK PRAIRIE RD. COLLEGE STATION, TX 77845 PARKING LOT EXPANSION ARCHITECT/INTERIOR DESIGNER: 3311 Elm Street, Suite 105 Dallas, Texas 75226 214-742-6044 214-742-6041 Fax ARCHITECT'S/INTERIOR DESIGNER'S SEAL: 04-11-14 CONSULTANT. ISSUE HISTORY. SUBMITTAL 03112114 CITY COMMENTS 04/11/14 DRAWING INFO: FILE: Site Plan.dwg CHECKED BY: is SHEET NUMBER: SITE PLAN m m s U N a. N 0 0 N N Nt rn 3 �a c m EL m c m E a 0 c 0 •U N C 0 U O 9 rn c Y M I_ o, r- c%� 'c 0 b Q 0s a� 0 U 0 IM LL N 0 �0, q MAINTENANCE q • ° ° a a q q 4° 1. LANDSCAPING INSTALLED AS PART OF THE REQUIREMENTS OF THE LANDSCAPE STANDARDS MUST BE MAINTAINED IN A HEALTHY, GROWING 6 4 a ° ° q 9 ° . CONDITION AT ALL TIMES. O ° �i �' ° a q ° 2. THE PROPERTY OWNER IS RESPONSIBLE FOR A REGULAR WEEDING, ° MOWING OF GRASS, IRRIGATING, FERTILIZING, PRUNING LITTER REMOVAL, a ° ° �! ° q a 8 AND OTHER MAINTENANCE AS NEEDED FOR ALL PLANTING. 3. ANY TREE THAT IS PLANTED AS REQUIRED OR PRESERVED FOR CANOPY I0 o� gm! pion cV ° q 4. COVERAGE THAT DIES MUST BE REMOVED IMMEDIATELY AND REPLACED WITH AN APPROVEDTREE IN THE APPROPRIATE PLANTING SEASON. 4 •� q N ° n ° n 4 IRRIGATION Q q O e_ _ N— 1 1. ALL LANDSCAPED AREAS WILL BE IRRIGATED WITH AN IRRIGATION ° a � SYSTEM CAPABLE OF PROVIDING THE PROPER AMOUNT OF WATER FOR THE q 9q PARTICULAR TYPE OF PLANT MATERIAL USED. IRRIGATION WILL.BE °p PROVIDED BY AN UNDERGROUND SYSTEM . ° OR DRIP SYSTEM. o _ I zi � \�\ /� \ ENLARGE PLAN -NEW PARKING AREA LANDSCAPING n p 2. EXISTING AUTOMATIC IRRIGATION SYSTEM WILL BE USED. -BOTH WATER AND CONTROL WILL BE TIED INTO EXISTING IRRIGATION SYSTEM BY CONTRACTOR. 4 LANDSCAPING LEGEND ° ° ° 4 q. EXIT. PLANS. SIDEWALKS TO HAVE A RUNNING SLOPE OF NOT GREATER THAN 1:20 1 Q CAROLINA LAUREL CHERRY/ ALL GRADES AND RAMPS MEET TAS ACCESSIBILITY REQUIREMENTS PRIOR 5 PRUNUS CAROLINIANA q MAINTENANCE q • ° ° a a q q 4° 1. LANDSCAPING INSTALLED AS PART OF THE REQUIREMENTS OF THE LANDSCAPE STANDARDS MUST BE MAINTAINED IN A HEALTHY, GROWING 6 4 a ° ° q 9 ° . CONDITION AT ALL TIMES. O ° �i �' ° a q ° 2. THE PROPERTY OWNER IS RESPONSIBLE FOR A REGULAR WEEDING, ° MOWING OF GRASS, IRRIGATING, FERTILIZING, PRUNING LITTER REMOVAL, a ° ° �! ° q a 8 AND OTHER MAINTENANCE AS NEEDED FOR ALL PLANTING. 3. ANY TREE THAT IS PLANTED AS REQUIRED OR PRESERVED FOR CANOPY I0 o� gm! pion cV ° q 4. COVERAGE THAT DIES MUST BE REMOVED IMMEDIATELY AND REPLACED WITH AN APPROVEDTREE IN THE APPROPRIATE PLANTING SEASON. 4 •� q N ° n ° n 4 IRRIGATION Q q O e_ _ N— 1 1. ALL LANDSCAPED AREAS WILL BE IRRIGATED WITH AN IRRIGATION ° a � SYSTEM CAPABLE OF PROVIDING THE PROPER AMOUNT OF WATER FOR THE q 9q PARTICULAR TYPE OF PLANT MATERIAL USED. IRRIGATION WILL.BE °p PROVIDED BY AN UNDERGROUND SYSTEM . ° OR DRIP SYSTEM. o _ I zi � \�\ /� \ ENLARGE PLAN -NEW PARKING AREA LANDSCAPING n p 2. EXISTING AUTOMATIC IRRIGATION SYSTEM WILL BE USED. -BOTH WATER AND CONTROL WILL BE TIED INTO EXISTING IRRIGATION SYSTEM BY CONTRACTOR. 4 LANDSCAPING LEGEND SITE PLAN NOTES SIZE Q CONTRACTOR TO CONSTRUCT4" THICK NEW SIDEWALK. REFER TO CIVIL EXIT. PLANS. SIDEWALKS TO HAVE A RUNNING SLOPE OF NOT GREATER THAN 1:20 1 (5%) AND CROSS SLOPE OF LESS THAN 1:50 (2%). CONTRACTOR TO CONFIRM CAROLINA LAUREL CHERRY/ ALL GRADES AND RAMPS MEET TAS ACCESSIBILITY REQUIREMENTS PRIOR 5 PRUNUS CAROLINIANA TO POURING OF CONCRETE. SIDEWALK TO BE MINIMUM OF 4' CLEAR GAL. AROUND OBSTACLES FOR ACCESSIBILITY. F2 CONTRACTOR TO PAINT DIRECTIONAL ARROWS ON PAVEMENT. REFER TO HICKS YEW 03/A1.02. 5 03 CONTRACTOR TO INSTALL 4- PVC SLEEVE FOR IRRIGATION AND 2" PVC GAL. SLEEVE FOR ELECTRICAL. ® CONTRACTOR TO PAINT "FIRE LANE" RED STRIPPING WHERE CURB HAS BEEN > REMOVED. F 5-1 LANDSCAPE SOD TO REMAIN. INSTALL NEW SOD AT ALL AREAS DAMAGED DURING CONSTRUCTION. REWORK EXISTING IRRIGATION LINE. © CONTRACTOR TO PROVIDE AND INSTALL NEW POLE BASE, LIGHT POLE AND LIGHT FIXTURE TO MATCH EXISTING ON SITE. ALIGN OPTICAL ASSEMBLY FOR CUTOFF AT PUBLIC CURB LINE OR SITE PROPERTY LINES. PROVIDE CONCRETE BASE MATCH EXISTING, AS PER MANUFACTURER'S 17'-4 1/4" RECOMMENDATIONS, MIN .BELOW GRADE PIER DEPTH 1/3 OF POLE HEIGHT. ELECTRICAL TO BE TIED TO LIGHTING CONTROL IN ELECTRICAL ROOM IN BRANCH. REFER TO 03/1.02 C]7 8" WIDE LINE PAINTED WHITE AND STOP SIGN IN LANDSCAPE AREA NEXT TO LINE. ® 4" WIDE LINE PAINTED WHITE STRIPE FOR PARKING. [3 NEW CONCRETE PAVING. REFER GENERAL CIVIL SITE PLAN NOTE FOR SPECS. 5 F10-1 CONTRACTOR TO PROTECT TREE AND ROOTS DURING CONSTRUCTION. PROVIDE AND INSTALL PROTECTIVE FENCING AROUND TREE. REFER TO SHEET 40 AND 41 IN THE SITE DESIGN STANDARDS, CITY OF COLLEGE STATION, PLANNING AND DEVELPMENT SEVICE PACKET. DATED MAY 2013 q MAINTENANCE q • ° ° a a q q 4° 1. LANDSCAPING INSTALLED AS PART OF THE REQUIREMENTS OF THE LANDSCAPE STANDARDS MUST BE MAINTAINED IN A HEALTHY, GROWING 6 4 a ° ° q 9 ° . CONDITION AT ALL TIMES. O ° �i �' ° a q ° 2. THE PROPERTY OWNER IS RESPONSIBLE FOR A REGULAR WEEDING, ° MOWING OF GRASS, IRRIGATING, FERTILIZING, PRUNING LITTER REMOVAL, a ° ° �! ° q a 8 AND OTHER MAINTENANCE AS NEEDED FOR ALL PLANTING. 3. ANY TREE THAT IS PLANTED AS REQUIRED OR PRESERVED FOR CANOPY I0 o� gm! pion cV ° q 4. COVERAGE THAT DIES MUST BE REMOVED IMMEDIATELY AND REPLACED WITH AN APPROVEDTREE IN THE APPROPRIATE PLANTING SEASON. 4 •� q N ° n ° n 4 IRRIGATION Q q O e_ _ N— 1 1. ALL LANDSCAPED AREAS WILL BE IRRIGATED WITH AN IRRIGATION ° a � SYSTEM CAPABLE OF PROVIDING THE PROPER AMOUNT OF WATER FOR THE q 9q PARTICULAR TYPE OF PLANT MATERIAL USED. IRRIGATION WILL.BE °p PROVIDED BY AN UNDERGROUND SYSTEM . ° OR DRIP SYSTEM. o _ I zi � \�\ /� \ ENLARGE PLAN -NEW PARKING AREA LANDSCAPING n p 2. EXISTING AUTOMATIC IRRIGATION SYSTEM WILL BE USED. -BOTH WATER AND CONTROL WILL BE TIED INTO EXISTING IRRIGATION SYSTEM BY CONTRACTOR. 4 LANDSCAPING LEGEND SYMBOL SIZE I NAME/TYPE QUANTITY EXIT. EXITING LIVE OAK 1 CAROLINA LAUREL CHERRY/ 5 PRUNUS CAROLINIANA 15 GAL. SHRUB HICKS YEW 5 TAXUS X MEDIA "HICKSII" 21 GAL. SHRUB 1"=10' PAINT TO MATCH EXISTING 1.A" 1.-A., IRECTIONAL ARROW PAVING SIGNAGE 314"=1'-0" SITE PLAN GENERAL NOTES A. EXTERIOR BUILDING LIGHTING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINAN( THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING / NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURE WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS AND PROPERTY LINE. B. LANDSCAPE -100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING DECORATIVE ROCK (NOT LOOSE), OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LC SETBACK, RIGHT-OF-WAYS, AND ADJACENT PROPERTY DISTURED DURIN CONSTRUCTION. C. CONTRACTOR TO VERIFY THAT EXISITNG IRRIGATION SYSTEM IS PROTE( BY A PREASURE VACUUM BREAKER, A REDUCED PREASURE PRINCIPLE B FLOW DEVICE, OR A DOUBLE CHECK FLOW DEVICE, AND INSTALLED PER 1 ORDINANCE 2394. ALL BACKFLOW DEVICES MUCT BE INSTALLED AND TE: UPON INSTALLATION AS PER CITY ORDINANCE 2394. PROVIDE AND INSTAI AS REQUIRED. M-_ v I vY lj 1`uh COLI CE APP 2 2 2014 1 c 1AIION DEVELOPMENT MPLAt VICES MATCH EXISTING MOZ 3/4"=1'-0" REFER TO SPECIFICATIONS AND ENGINEER'S PLANS FOR LIGHT POLES AND FIXTURES. GLAVANIZED FINISHED GRADE #4 HORIZONTAL @ 12" O.C. DIRECT BURIAL TYPE P.V.C. CONDUIT (MINIMUM STREN( IN 28 DAYS) FOUNDATION CONCRETE 8 - #6 VERTICAL REBAR EVENLY SPACED. PROJECT. .1 - yt WELLS FARGO BANK 1801 ROCK PRAIRIE RD. COLLEGE STATION, TX 77845 PARKING LOT EXPANSION ARCHITECT/INTERIOR DESIGNER: 3311 Elm Street, Suite 105 Dallas, Texas 75226 214-742-6044 214-742-6041 Fax ARCHITECT'S/INTERIOR DESIGNER'S SEAL: 04-11-A4 CONSULTANT: ISSUE HISTORY: SUBMITTAL 03/12/14 CITY COMMENTS 04/11/14 DRAWING INFO: FILE: Site Plan.dwg CHECKED BY: JS SHEET NUMBER: ENLARGED SITE PLAN #8 SOFT BARE COPPER I en1cuno Qni re MATCH EXISTING MOZ 3/4"=1'-0" REFER TO SPECIFICATIONS AND ENGINEER'S PLANS FOR LIGHT POLES AND FIXTURES. GLAVANIZED FINISHED GRADE #4 HORIZONTAL @ 12" O.C. DIRECT BURIAL TYPE P.V.C. CONDUIT (MINIMUM STREN( IN 28 DAYS) FOUNDATION CONCRETE 8 - #6 VERTICAL REBAR EVENLY SPACED. PROJECT. .1 - yt WELLS FARGO BANK 1801 ROCK PRAIRIE RD. COLLEGE STATION, TX 77845 PARKING LOT EXPANSION ARCHITECT/INTERIOR DESIGNER: 3311 Elm Street, Suite 105 Dallas, Texas 75226 214-742-6044 214-742-6041 Fax ARCHITECT'S/INTERIOR DESIGNER'S SEAL: 04-11-A4 CONSULTANT: ISSUE HISTORY: SUBMITTAL 03/12/14 CITY COMMENTS 04/11/14 DRAWING INFO: FILE: Site Plan.dwg CHECKED BY: JS SHEET NUMBER: ENLARGED SITE PLAN .Q a M O N ch U c U O O o: a m m 0 U 0 y U Go 0 m it _211 GENERAL NOTES: 31/2" 21/2" 1. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PLANS PREPARED FOR THIS ORIGINAL PROJECT BY KLING ENGINEERING AND SURVEYING DATED #3 CONT. 3" R 08/31/'93. CONTRACTOR SHALL FIELD VERIFY CONTROL ELEVATIONS AND DIMENSIONS AND ADJUST PROPOSED TO COORDINATE WITH EXISTING. REPORT i 1/2"R. = DISCREPANCIES TO THE ARCHITECT PRIOR TO CONSTRUCTION. `v 2. ELEVATIONS/SPOT GRADES SHOWN ARE FINISH GRADES/CONTOURS. COORDINATE GRADING AND/OR ELEVATIONS WITH ARCHITECTURAL AND LANDSCAPE DRAWINGS. REFER TO SITE PLAN FOR ALL DIMENSIONS NOT SHOWN. 3. LOCATION, SIZE AND TYPE OF EXISTING UTILITIES WERE BASED UPON NOTED SURVEY AND EXISTING PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR FOR LOCATING ALL UTILITIES TO CONNECT WITH, OR THAT MAY CONFLICT WITH, HIS CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF �� TYP INTEGRAL CURB ALL UTILITIES DURING CONSTRUCTION. 4. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND DETAILS OF THE BRAZOS VALLEY COUNCIL OF GOVERNMENTS WITH ANY AMENDMENTS FROM THE CITY OF COLLEGE STATION, TX. UNLESS NOTED OTHERWISE. Z FILL W/ JT. SEALER TO 5. TYPICAL PAVING SHALL BE 3500 PSI CONCRETE REINFORCED WITH #3 m 16" 1/4" BELOW SURFACE ON CENTER EACH WAY LOCATED 2" CLEAR FROM THE TOP OF THE SLAB PLACED OVER COMPACTED SUBGRADE. TYPICAL THICKNESS SHALL BE 6" AND 7" AT FIRE LANES AREA. REFER TO DETAILS FOR JOINT SPACING. MAY BE 1" GREATER WHEN LIME STABILIZED SUBGRADE IS OMITTED. REFER TO DETAILS FOR JOINT SPACING. CONTRACTOR SHALL SUBMIT JOINTING PLAN FOR REVIEW PRIOR TO INSTALLATION OF PAVING. 6. ALL SITE FILL MATERIAL MAY BE ON-SITE, OR SIMILAR, MATERIAL (REFER TO SOLS REPORT FOR TYPE). AT CUT SECTIONS, OR OVER EXISTING 03 TYP. CONTRACTION JT. GROUND PRIOR T 0 FILLS, SCARIFY 6" AND RECOMPACT TO A MINIMUM OF 95 X OF MAX DRY DENSITY PER ASTM D-698 AT A MOISTURE CONTENT 1"=1'_0�� SAWED OR DUMMY GROOVE BETWEEN 095 AND PLUS 495 ABOVE OPTIMUM. FILLS SHALL BE PLACED IN LESS THAN EIGHT LOOSE INCH LIFTS AND COMPACTED AS NOTED ABOVE. 7. ALL OTHER SITE CONCRETE SHALL BE NORMAL WEIGHT, 28 DAY MIN. ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI. ALL REINFORCING 1/8 1/1i SHALL CONFORM TO ASTM A-615, GRADE 60. WELDED WIRE FABRIC FILL W/ JT. SEALER TO SHALL CONFORM TO ASTM A-185. ALL SIDEWALKS SHALL BE 4" THICK 1/4" BELOW SURFACE REINFORCED WITH #3 m 16" ON CENTER OVER 2" SAND CUSHION. SEE ARCHITECTURAL FOR SPECIFICATIONS AND FINISHES. 8. CONTRACTOR IS RESPONSIBLE FOR SAFETY ON THE PROJECT AND SHALL d/10 KEYWAY FORMED BY PROVIDE CONSTRUCTION PER OSHA REQUIREMENTS, TITLE 29, 44 FASTENING KEY TOFORM (LATEST'), AS WELL AS OTHER APPLICABLE BUILDING CODE REQUIREMENTS. 9. PRECAST CONCRETE MANHOLES, INLETS AND JUNCTION BOXES MAY BE SUBSTITUTED UPON APPROVAL (USE DALWORTH QUICKSET AS EXAMPLE). 04 TYP. MEDVED OONST. JT. 10. CONTRACTOR SHALL PROVIDE EROSION PROTECTION PER 'BMP MANUAL "STORM 1� LOCATE CONSTRUCTION OR WATER QUALITY BEST MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES" CONT ACTION JOINT AT AS PUBLISHED BY THE BRAZOS VALLEY COUNCIL OF GOVERNMENTS. PROVIDE 151-01, C/C MAX. HAY BALES OR SILT FENCE AT DOWNHILL SIDE OF ALL EXCAVATIONS GREATER THAN TEN FEET WIDE AND AT NO GREATER THAN 100' APART AT LARGER, OR LONGER, EXCAVATIONS. SEE PLAN ? FILL W/ JT. SEALER TO 1/4" BELOW SURFACEfVI 6 DOWEL SLEEVE a #6 SMOOTH DOWEL DOWEL SUPPORT 'A � X24" AT 24" C/C 05 TYP. EXPANSION JT. 1"=1'-0" LOCATE 60'-0" C/C MAX. ,AND PARALLEL W/ TYPICAL PAVING ,AND INNER CURB RETURN IT=ILL W/ JT. SEALER TO 1/4" BELOW SURFACE #4 REINF. BAR --J X24" AT 24" C/C DDRILL 4 GROUT 10" INTO EXIST. 06 TYP. CONN. TO EXIST. PVMT. usE EXP. M,ATERLAL AND SEALER WHEN IN LINE WITH EXPANSION OR NEEDED ,AS EXPANSION. OMIT OTHERWISE. y CEMENT � WA81-1 I over SEE PLAN FOR EL. PVC, SEE PLAN FOR SIZE FLOW LINE SEE PLAN _#4 AT 12" C/C EA. WAY (TYP.) 1/GMM" PLAN 07 TypiCAL GRATE INLET DETAII .31411=11-011 EXISTING SPACES TO BE REMOVED OBEY ROW EXPANSIw . . . . . .. . .... .. .. ... .. A R METER P INKLER VALVE 01 IER POLE 0R POLE / GUY WIRE TIEET SIGN RHYDRANT 'A R VALVE LN OUT G T STANDARD jxi$-nNG CONTOUR " XI TING SPOT ELE ATION R POSED CONTOUR RdPOSED SPOT ELEVATION 0OF CURB U R LINE PROJECT: WELLS FARGO BANK 1801 ROCK PRAIRIE RD. COLLEGE STATION, TX 77845 ARCHITECT 3311 Elm Street, Suite 105 Dallas, Texas 75226 214-742-6044 214-742-6041 Fax ARCHITECTS SEAL: CONSULTANT: JOSEPH T. PITT .. A 33944 �:1 TMBPIc STRUCTURAL ENGINEERING 325 N. SAINT PAUL ST. SUITE 2850 DALLAS, TEXAS 75201 PH. 214.871.2302 FAX 214.871.8716 TEXAS REGISTRATION NO. F-10142 TMBP—Click JOB NO. 130840 ISSUE HISTORY: SITE PLAN SUBMITTAL 03/12/2014 DRAWING INFO: FILE: PROTOC20.DWG E NEW APPROACHES, ETC. BY COMPLIANCE OTHERS. 2 2Q 1 4 e�,� CHECKED BY: JS SCALE: APR ROCK PRAIRIE RD. �������® SHEET NUMBER: TRUE ENGINEERING NORTH 0 10' PAVING AND _ GRADING PLAN • 01 PAVING and GRADING PLAN "' "'' P=20' 01.01 ■ I