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........... . . . .. . .. ...... CITY OF COLLEGE STATION DEVELOPMENT SERVICES: E STAFF PLANNER: TERESA ROGERS COPPER CREEK CONDOS tie MIII& NOTE: NOT NOTE: !9614d Wb9te Afdg; HESTER ENGINEERING COMPANY IS NOT RESPONSIBLE FOR COORDINATE ALL UTILITY CONNECTIONS WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION CF ALL EXISTING UTILITIES AND STAFF ENGINEER: ERIKA BRIDGES THE ACCURACY OF THE TOPOGRAPHIC SURVEY WORK BUTCH WILLIS, CoCS UTILITY DEPARTMENT. SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. 0 F SHOWN ON THIS PROJECT, THE CONTRACTOR SHALL BE COORDINATE ALL UNDERGROUND ELECTRICAL DIGTESS: 800-DIG-TESS COCS ELECTRICAL: ERIC HORTON 979-764-3650 APPLICANT: ATMOS: JOSH NORTON 979-774-2506 COCS WATER & SEWER: BUTCH WILLIS 979-764-3660 ESPONSIBLE FOR CONFIRMING EXISTING ELEVATIONS ALTON OFCZARZAK, MANAGING MEMBER WILLIAM BROOKE HUNTER ESTATES LOT 2R R UTILITIES WITH COCS ELECTRICAL DEPARTMENT. 1-1 't i) d;'; AND DIMENSIONS PRIOR TO CONSTRUCTION BY EXPOSING AT LEAST 48 -HOURS PRIOR TO CONNECTION VERIZON: BRENDA VIDOCK 979-821-4770 SUDDENLINK: DAN AUGSUURGER 979-595-2429 D 1 f 11C S.la 6, i2:fejet q Laep:; TOG MANAGEMENT, LP 24 f W I d 0- fie mal mum md t1tofthe ate I4060 HIGHWAY 6 SOUTH NTS. 979-764-3660. ALL EXISTING LINES AND CONNECTION POI .,es, COLLEGE STATION, TEXAS 77845 979-690-1504 6.326 ACRES 9766/42 CRAWFORD BURNETT LEAGUE A 7 TOPOGRAPHIC SURVEY: . . . . . . . . . . TKM SOLUTIONS 979-204-1249 MICHAEL G. HESTER BOUNDARY SURVEY: . . ... ...... .. SEE CoCS WATERLINE IPS96 0 ).� . - 1, 1. I � ... .. .... ..... . . . ..... .. . . . . . . . . .. . KERR SURVEYING COMPANY 979-268-3195 Q) CURVE TABLE PUBLIC UTILITY DETAILS FOR OWNER: 6, COLLEGE TATION, BRAZOS COUNTY, TEXAS VE RADIUS DELTA I LENGTH ITANGEN --o. 69104 BRG I CHORD EASEMENT SERVICE LINE CONNECTIONS, 60 ANGEL CACHO-NEG IETE 25.00' I C�l 1 25.00' 190'00'00"I 39.27 1 N09'20'35"E 1 35.36' 2107 JOSEPH CREEK COURT LINE TABLE . . . COLLEGE STATION, TEXAS 77845 C . ...... 301 SOUTHWEST PARKWAY LINE LENGTH bt:AKIINLJ _F .... . . SHEE Ll 36.34 S66'37'17"E METERS AT EASEMENT 6"E =30' TREEINIS AUGUST, 2013 SCALE .1 LAND 12" FROM CURB L3 33.63 S30 -10'06"E 2" TYPE K L4 65.99 S09*46'36"E 8" WATERLINE S25050'07"W SERVICE L2 THE SEAL APPEARING ON TIIIS DOCUMENT WAS AUTHORIZI u By MICHAEL G. HESTER, L6 30.28 S01*22'52"W P.E. NO. 69104 HESTER ENC INEERING COMPANY - FIRM # -3476 - AUGUST 8, 2013. L7 T' WATER SERVICE L r LB 0.21 S2Oo57'19"E ALTERATION OF A SEALED DOCUMENT WITHOUT NOTIF TION TO THE RESPONSIBLE .... . .... .. .. EER IS AN OF L9 46.32 S71*42'07"E EN FENSE UNDER THE TEXAS ENGINEERI PRACTICE ACT. L10 26.07 S29*33'57E 3/4" METERS S35'22'52"E SAENZ-UMON MARIA M L ol _-D FOR CONSTRUCTION PLA DF 23 SH �AMIL 'R RELEAS N EET L12 79.27 2" HEADER PIPE ..... COPPER TYPE K #f -347 L13 81.73 S02-5348 vv L14 61.14 S24*17'05"W FLF 145.73 S17'27'19"E Tt WATER MAIN I(BF;rl ' o o it: be. no. es 5"W d' Lr n(o I N35'39'2 L! WATER SERVICE LINE =1 r-,3 L18 29.87 S54'20'35"W ro.11- ff 1: j4:: .9 fe NOTES: I'it7l f & METER DETAIL 1. POD ZONING ORDINANCE NUM13ER IS 2013-3482. . . . . .. .. 2. � A PORTION OF LOT 2R IS LOCATED INSIDE THE 100 YEAR FLOOD �Emllv, LITY EASEMENT�EQB IDENTIFIED BY THE KIMLEY-HORN STUDY, DATED 7-25-2013. WATER & SANITARY SEWERLEGEND NOTE: WHEN SCALING PLOTTED SHEETS CHECK BAR SCALE FOR ACCURACY. (PLOT @ 24 36) VARIABLE WIDTH UTI 3. ALL PARKING TO BE ARTIFICIALLY LIT WITH NO AMBIENT LIGHT BEYOND THE MAXIMUM WATER SYSTEM DEMAND PROPERTY LINE 2 BEDROOM FIXTURE UNITS (13-2 BEDRC Y11A UNITS) Z�Nl PARKWAY CIRCLE APARTMENTS LOT 1 508 561 4. REAR SCREEN ON NORTH PROPERTY LINE TO BE 100 PERCENT OPAQUE FOR THE BATHROOM GROUP (2) - 10 FU IFIRST THREE (3) FEET IN HEIGHT. KITCHEN SINK = 2 FU MAX. SANITARY SEWER LOADING G/D 100 YEAR F 5. 66 -PERCENT OF THE FENCING ALONG THE CREEK OPEN SPACE WILL ALLOW FOR - 2 FU SEWER DEMANDS (PER DWELLING UNIT) ZONED R4 MULTIY FAMILY ARKWAY CIRCLE APARTMENTS, LTD. 1237 23 VISIBILITY INTO THE OPEN SPACE AREA. TOTAL -14 FU 2 BEDROOM UNITS MAX. 17 GPM MIN. = 0 GPM AVID. US GPM MAX 17 GPM X 1440 MIN/DAY 6. IN THE EVENT STRUCTURES AND PARKING ARE PLACED IN THE EXISTING 24480 GPD FLOODPLAIN, ANY REMOVAL OF VEGETATION WILL REQUIRE RESTORATION WITH A NATIVE 4 BEDROOM FIXTURE UNITS (40-4 BEDROCM UNITS) MIN 0 GPD IIN/DAY 611 GPD B I I = 20 FU SPECIES. ALL PLANT RESTORATION IN FLOODPLAIN SHALL BE COMPLETED Y A CERT F ED BATHROOM GROUP (4) AVG 4,25 GPM X 1440 IV L ARBORIST OR LANDSCAPE ARCHITECT. KITCHEN SINK = 2 FU 4 BEDROOM UNITS 7. THE OWNER IS RESPONSIBLE FOR REPLACEMENT OF bUMPSTER SCREENS LOCATED = 2 FU MAX 20 GPM X 1440 MIN/DAY 28800 GPD WITHIN UTILITY EASEMENTS IF IT BECOMES NECESSARY TO REMOVE THEM FOR UTILITY TOTAL = 24 FU MIN 0 GPD CONSTRUCTION AND/OR MAINTENANCE. MAX, - 20 GPM - MIN. = 0 GPM A� .=5GPM AVG 5 GPM X 1440 MIN/DAY 7200 GPD 'IV' VUE 6688 C 8. ALL MAINTENANCE OF ALL commoN AREAS, THE MULTI -USE PATH, SITE 13 (2BR UNITS) @ 17 GPM = 221 GPM LANDSCAPING, AND RETAINING WALLS IS THE RESPONSIBILITY OF THE HOME OWNERS 40 (48R UNITS) @ 20 GPM = 800 GPM 40 - 4 BR UNITS X 7200 GPD 2880)o GPD L ASSOCIATION. MINIMUM WATER DEMAND 0 GPM 13 - 2 BR UNITS X 6120 GPD 7956) GPD AUS IN ffi </ 9. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED MAXIMUM WATER DEMAND = 1021 GPIA TOTAL 3675 50 GPD -RETAINING WALL BUILDING PERMITS SHALL BE OBTAINED BY THE CONTRACTOR -OF-WAY OR - 256 GPM FROM VIEW OR ISOLATED SO AS NOT TO BE. VISIBLE FROM ANY PUBLIC R GHT ZONED R 1 SINGLE FAMILY AVERAGE WATER DEMAND FROM THE CoCS BUILDING DEPARTMENT PRIOR TO BEGINNING CONSTRUCTION OF I RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A PONT FIVE H#S E IN THE DESIGN -3/ THE RETAINING WALLS. A GEOTECHNICAL REPORT/STUDY FOR US 'IZ FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING 7 OF THE RETAINING WALLS & THE FOUNDATIONS OF THE ADJACENT BUILDING OR ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ANIT STRUCTURES IS AVAILABLE FROM THE DEVELOPER/APPLICANT. 10. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTO '74 -THE DESIGN & CONSTRUCTION OF THE RETAINING WALLS SHALL ADDITIONALLY 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT TI TAKE INTO CONSIDERATION THE ALIGNMENT & FLOW DIRECTION OF THE EXIS NG BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT CREEK, SEE CONTOURS ON GRADING PLAN SHEET Gl. HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED �#S IF LIGHT DOES NOT CROSS ANY PROPERTY LINE. �ETA ;W 1. THE MULTI USE PATH CONSTRUCTION WILL NOT BE PHASED & SHALL BE I PHASE ONE. REPAINING vv RETAINING WALL BUILDING PERMITS SHALL BE OBTAINED BY THE CONTRACTOR PATH kNITARY SEW 3EGINNING CONSTRUCTION OF THE RETAINING WALL. ALVARADO OMERO ISMAEL & CHANTEL, 13. \gMgRGENCY VEHICLE ACCESS: EACH PHASE SHALL HAVE EMERGENCY VEHICLE CHAREISSE ... ESS,�ROVIDED. AT A MINIMUM A TEMPORARY 48 -FOOT RADIUS TURN -AROUND ALL ZONED R -'l Sill'Idl-If FAMILY kEk)ENfIAL AINI 2 STORY R'SURFACE SUFFICIENT TO SUPPORT ALL FIRE TRUCKS. 4 B DROOM PRIVIkTE STRUCTURES, SWALES, AND LANDSCAPING IN PLIES WILL BE REMOVED IF 7 100 YEAR F OODPLAIN INFRASTRUCTURk MAINTENANCE IS NEEDED. REPLACEMENT WILL BE AT THE OWNERS GRAT ILET -6 . . . . . #DS 4�MA ,EXPENSE. x P 5 '� : 1; THKONTRACT\OR SHALL PROVIDE A COPY OF THE NOI TO THE CoCS DEVELOPMENT < /'SERVICES DEPARTMENT TO OBTAIN THE DEVELOPMENT PERMIT. HARVEY MITCHELL PW. SOUTH X 2 STORY 2 STORY KEY MAP 4 BEDROOM 4 BEDROOM 1�i o IF�RE LANE STRIPING LABEL: C) k� E _.BELED BR WN MA C "FIRE LANE- NO PARKING-TOWA YZONE" DWELLING UNITS PER ACRE ZONED R-1 SINGLE FAMILY RESIDENTIAL' 'n, 53 DWELLING UNITS 4.5 ACRES 12 DU ACRE ALL CURBS AND CURB ENDS SHALL xFENCE E RYPIC 12) 2 //V/ R D WITH FOUR INCH (4 FTERING rALL S T BE PERMITTED SEI ATELY] STATING "FIRE LANE - N TOW 4 ly FIRE H) AWAY ZONE". WORDING MAY NOT BE SPACED 2 STORY BEDRO j,BE PAINTED Dom NOTE: UTILITY CONFLICTS (MANHOLES, VALV 1000 GPM MORE THAN FIFTEEN FEET 0 51 AP,[ 0 S R 4 BEDROOM ES,VALVE x PP - CONFIRM. REQUIREMENTS WITH CURRENT CoCS BOXES) TO BE ADJUSTED TO GRADE BY CONTRACTOR. SPECIFICATIONS. IN 7) COMBUSTIBLES WILL BE ALLOWED ON SITE UNTIL AL EATHER ROADS AN FIRE ".!YIIRANTSj�AYE-�-tE,�-Al�CERT:,Q-�3-Y-T j ry. r ADA 4 BEDROOM TORY- BROWN MAX C ZONED R-1 SINGLE FAMILY RESIDENTIAL ESETB 4 BEDROOM oCS ELECTRICAL 'L !ANSFORMER LOCT1192 FIRE HYDRANT DATA: 0 IBCTYPEV-A COMBUSTIBLE CONS RUCTION GATE LARGEST BUILDING @ 12,000 SQUARE FEET - NON SPRINKLED )ING UKy AC IFIC MINIMUM FIRE FLOW 2000 GAL/MIN FOR 2 HOURS ST 4 BEDROOM SOUTH -LAND ADDITION B" X 8"TEE 2S 4 BEDRC BLO K 2 134/423 03 PARKING REQUIRED USE P 40 - 4 BEDROOM UNITS @ I SPACE PER BEDROOM - 160 SPACES X 30'R 13 - 2 BEDROOM UNITS @ 1.25 SPACE PER BEDROOM 33 SPACES C) :IRE HYDRANT #4 PRECIAl S ACES REQUIRED= 193 ZONED R-1 SINGLE FAMILY RESI 2 BEDIRM i000bpm SPACES PROVIDED 198 0 2STORY ATERLIN V. (PRIVATE) LEGEND 4'R 2 .... RE PARKING SPACES R2 UR 2 STORY A X 4 BEDROOM UTFALL STR -X HEADWALL-/ FG FINISHED GRADE L EARTHEN SWALE @ 5FROM L 2 STORY RY D/UA/L 7/2""'STM.S�W//R"/`�*`/`�//`/""++`/&""`I NO NATURALGROUND UG UNDERGROUND )OM PUE PUBLIC UTILITY EASEMENT 2STORY ITPUBLIC ACCESS EASEMENT > I x EXISTING 9'TYP. DCUKUUM /ALONG M -TI USE PA I I U3 DRAINAGE STRUCTURE PRECIADO JAIME ZONED R-1 SINGLE FAMILY RESIDENTIAL BLDG BUILDING STM.SWR. f VPI VERTICAL POINT OF INITERSEG I JUN i t� Vic "ION HPI HORIZONTAL POINT OF INTERSECT 2 STORY STORY HPC HORIZONTAL POINT OF CURVE 1: 2 BEDROOM I BEDROOM CoCS CITY OF COLLEGE STATION FIRE HYDRANT FENCE ALONG PROPERTY LINE I 1 ST 10QYEAR FLOODPLAIN I8" SANITARY SEWER WATER VALVE (P 29 PUE (PRIVATE) 2bluNy -A- 'E 12- CUMT-INTEE -4D- WATER METER BEDROOW- 2 STO Y VE & BOX 0 CLEAN-OLir zzo RETAININQ WALL #1' 14 tJrUKUUM tj 2STORY TEE 8 �D NALK 4 BEDROOM 7 CID FLUUK ANGEL COCHO-NEGRETE 9766 42 BEND D PLANNED DEV I RICTI CONCRETE PAVEMENT BANUELOS JOSE ALFREDO ZONED R-1 SINGLE FAMILY RI 0 > 6'HIGH WROUGHT IRON FENCE PROPERTY LINE FENCE LINE 245S 20"S ALONG MULTIUSE PATH ... .... 0<,,30" STM.SWR. (PRIVATE) UL I I U�,I= VA I H WATERLINE 2 STORY FENCE @ TOP OF EASEMENT ...... ........ ........ SEWERLINE 2 STORY R4.50 80 4 BEDROOM . ..... FIRE LANE 4 BEDROOM ..... ..... ..... ..... .. CURB 30'R �181 r IKE LME'STRIPING R7.00 GRATE INLET #DS WxB" TEE HA CAP M:Q,FICE & 8' IGH WOOD FEN E lA.ONG PROPERTY Lit ADA RAMP 12:1 MAX (TYP.) xMH I Ill 12"x B" REDUCER �t/,_,21'S A �\L S Wvv R. E SANITARY SEWER > 8" WATERLINE FIRE HYDRANT #2 uj SERVICE (TYPICAL) 2" WATER SERVICE De 2 8" VALVE & BOX 12"WATERU IDE L 1000 GPM (TYPI L) 30'R RECTOR BRAD P =SUDDE� ELEVATION & MICHELE T & KELSI N RECTOR 2 STORY FIRE LANE STRIPING FIRE LANE STRIPING ZONED R-1 SINGLE FAMILY RESIDENTIAL 4 BEDROOM ZiVAT 2-8" X 45 DE MH#S- I IMH#S-2 -.0 C3 REQUIRED IL11 0 +1' f .... ..... ... .... .... . . ..... .... I81S -181 US IDEWALK 2 STORY ,-x CONCRETE DRIVEWAY 2! GRIME Al L3 +3' 0 'ACCESS EASEMENT 6688 137 K BOX 8" SANITARY SEWtR STMSWR C3 +IV x FENCE ATE) 2 STORY 77 M.Sw t I BUILDING E I 18"ST R. (PRiVATE) 4 BEDROOM I20,033 S.F. NOT REQUIRED MCCLELLAN JONATHA VID BPILDING HEIGHT 26'-1 1 't/2- 4'SIDEWALK- TO SOLID WASTE ZONED R-1 SINGLE FAMILY RES11 N IAL I . . ... 2 STORY NCRETE PATIO (TYPIC L) 2 STORY ...... ...... E I 2 BEDROOM � 1 2 STORY 2 STORY 2 STORY 2 STORY ARTHEN SWALE 2STORY 1 2 STORY 2 STORY 2 STORY 2 STORY 2S RY 4 BEDROOM 4 BEDROOM 4 BEDROOM 4 BEDROOM 4 BEDROOM xpp ROOM .... ..... .... 4 BEDROOM 4BE 4 BEDROOM 4 BEDROOM 4 BEDROOM 4 BEDROOM .......... L17 ELEC Cl, BTRIGHTO RKWAY -- ----- - -- ..... .... ..... .. .. ..... ... SOUTHWEST PA BOX Li x STM.SWR. UG ELEC uj C 0 L ATMOS Cj 2 20' REAR SETBACK uu it: t: 25'SETBAC K 7.5' SIDE SETBACK ....................... ...... 'E 423.01' PL AUG L 3503925"W CTRICAL 07.2014 x STONE WALL ZONED R-1 SINGLE FAMILY RESIDENTIAL TRANSFORMER &HIGH WOOD F=NCE xC LONG PROPERT*i LINE UG TELE AIED FOR . ..... ... ... w 9 REVIEV IA I � DEVELOPMENT SERV112 WILLIAM BROOKE HUNTER ESTATES LOT 1R 4.13 2'Wl 6 COMPLIANCE 8 ACES 76 -M-AT FILED: SW BEE CREEK INVESTORS LLC SWC EKB LLC & SWC WRIM LLC AUG 0 7 2014 ITE elk ZONED GC GENERAL COMMERCIAL G966E ENGINEERING - . I I I I . I . � - � � I . I - - � 11,11111, � I I I __ 1. __ - -- - ____' --- -_ _ � i - I I - . I I I I I I I . . - __ . . . � - I . � I NOTE: NOTE: � __ - I I I I � : � � I � � � . I - � � I - I . I I . . � � I I I . . I - I � � � I � . I � . � i :R ENGINEERING COMPANY IS NOT RESPONSIBLE FOR COORDINATE ALL UTILITY CONNECTIONS WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND � I . . I : I I I I I CCURACY OF THE TOPOGRAPHIC SURVEY WORK BUTCH WILLIS, CoCS UTILITY DEPARTMENT. SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY ExcAvATION. . � � . . I CITY OF COLLEGE STATION DEVELOPMENT SERVICES: I - I N ON THIS PROJECT, THE CONTRACTOR SHAL� BE COORDINATE ALL UNDERGROUND ELECTRICAL DIGTESS: 800-DIG-TESS COCS ELECTRICAL: ERIC HORTON 979-764-3660 1 EXISTING I I -_ - -_ I I I ,NSIBLE FOR CONFIRMING EXISTING ELEVATIONS UTILITIES WITH COCS ELECTRICAL DEPARTMENT. ATMOS: JOSH NORTON - 979-774-2506 COCS WATER & SEWER: BUTCH WILLIS 979-764-3650 1 � I ELECTRICAL I . . � I . I � I STAFF PLANNER: TERESA ROGERS I I I C I . I � � I I POWER PO � I � � . STAFF ENGINEER: ERIKA BRIDGES - I I IISTING LINES AND CONNECTION POINTS I _____l - .20'SETBACK & PUBLIC UTILITY EASEMENT � '�:��_' . � 'IMENSIONS PRIOR TO CONSTRUCTION BY EXPOSING AT LEAST 48 -HOURS PRIOR TO CONNECTION VERIZON: BRENDA VIDOCK - 979-821-4770 SUDDENLINK: DAN AUGSBURGER 979-595-2429 1 1 � I � LE 1� � �_%' � �%' COPPER CREEK CONDOS . 979-764-3660. 1 � I - , PF ��%'%% � I !I- I I - . . - . I � I I . . � I APPLICANT: cl;� -_ I - I I � � � I I I I LINE ----- L 15' BUFFER . I � . � I I ALTON OFCZARZAK, MANAGING MEMBER 11 4;:!2 . . . . I I I . I I . . I � I . I I- 2.0' ii I I I � TOG MANAGEMENT, LP .-A WILLIAM BROOKE HUNTER ESTATES LOT I . � . . . I . I . I., . _____ i EXISTI 10'PUE I � � 4060 HIGHWAY 6 SOUTH CD I �� � � .. . '�.,:.._.:".' , '_...'_'._.'_ - ,2R � � I � . I I I I � . �r"� ��i': � ��:;�.:� �� , ,:::�::.. �':._:': . . � . � I 8'HIGH WOODEN FENCE 5.0' � 5.01 � I a_"' * * . , '� :�.:'., - � , � I . I I � . � I I � 10.01 � COLLEGE STATION, TEXAS 77845 . I * 88, �:i':.4:'::�:::/"�':: �. �' .� ,", �' �.. ,:: .1. '.. I .. :' __:: , _ I ". � I . � I ALONG PROPERTY Ll -_ - . I X - . " ."�'�: ,: . . , ::;:�' . I � I I NE � � V., . - � �..:: � � �, , . � � I 1 � . I ,. , � - � - . � � ':ijzAlly�� _.��V."_'_ .6-326 ACRES 9766/42 � , � 1�0 I . � . I .", V. , - ;;`?� - - � I I � . . I I .... � o.d. � ?'. �o . � - .. ** ' " �' '' - ol4o,:_... - " I I I . - . .... !l ,::i'. ,"',_ I_— :% '�::: - , 1. '' � : . I �:�,]: k/.4�4�.�!::'� . g . . .' I I I . I I I � I . . I I ........ 6:1-, 1* '4:!_._ . '', 'lj�.' - . � I . � I ... . TKM SOLUTIONS 979-204-1249 1. - . .'. �. .:,:':%�: � ��:.'.. � I -.1 ,;�,: .� I I � I I . . I . ... �� .:' 11 11 I , : - , , . � I "'� ; r.,, , . ._ / �, �.. . I., � �_�_ I : I � I I � I I I � . . I . -1-1 I I � . 979-690-1504 y * p � � � i - �"'/K * " - 1. : �.: -1.1; `14 - � I I . I I I � I � � I I , * ". , - I— ..I� &:.�' 1 " * :) . I � I . I (LENGTH OF BUILDING D) N TOPOGRAPHIC SURVEY: I ,. , '�. ". � � - � R �': I I �_j . . .. yl - - - - - �' . I . . . . " � . p, . ", �: . I .:":.:l:' I 1. I � I .:� - � .: � , , - � 1. I I % . I 1 '45.- , � EL G. HESTER (f ::.�. . % I ". - C ,AWFO I . I . Fp MICHA ( ,-: : .11. I I I I . � . I . I I . 1 5 GAL RED TIP PHOTINIA .1 � ' � � I BOUNDARY SURVEY: F - .- , ': ,. �:�.:.:�:�::5: _:'�':: ,:.�: '� I RD BURNETT LEAGUE A-7 � . � I I , . . . : I . - � I � I � I . � I I . . � I ----, . _. ,/- BUILDING . � . KERR SURVEYING COMPANY 979-268-3195 � . .. . . . . . . . . . I � , I I - - - - - I � I I I � . I � . I I . I . . . . 6 TO.C. - 'I ..' r��v I I � . I I . � OWNER: ( I I � I I - - - - - , I � I � I I . I I � I I . I I EXISTING FENCE I--- - I CL ... I /-5'CONCRETE I PATI I 0 1 � � ANGEL CACHO-NEGRETE p, --o ' 69104 .,(Q,- COLLEGE STA AZOS COUNT . - I DRAINAGE "i I - � � � I � � . . I I � I � I (SEE PLAN VIEW) - SWALE 2.1 -INCH CANOPY BUILDING D � 1 2107 JOSEPH CREEK COURT - I .1 I . I Y, TEXAS __---- � _____-l . I I . I 01 80. li I I � I . I I I I I � I � '.� 1 mr_r w 23, O.C. � COLLEGE STATION, TEXAS 77845 0 1\ . � / 1�j * I � I I __1 . � I � � MATERIAL'S VARY � I . ISHED FLOOR . � I I Q\ ( I I � � � I I � I - . I � . . '_� I . � I � I I I I � I . I . I . . . . � '��. . ��. - "' � 3.01 SCUTHWEST PARKWAY I I I I I � � I , I I � I-, I . � I . x 1 @2% 1 1 ct::7 I I , I . I I .1 / tc / I . � � I I I . .. /"'-�/ " 1. I., I-, � . 1. . - � I . I I � . � I - I ".'. 4.-.. 1 1 . I . ,� %%,�'/ONAL C�� I SHEE-1- NO- i , "" ,,, � � � I .'� �," �" � I . I I . I I ,0\ AUGUST � / / /'�' . I � m: . I i " - "'/�...'/ . � I '__� I � I I I I � I I I : I � - I . 1 .,2013 SCALE 1 "=301 1 1 1 . .... ,,, / ...""", "" /�� ."'. I I 11-1 � I I . I . I � : I I � . I . I I � .'.l. 7 "",/�",�,�""I",",.,��/"*``., / I . I I . . � I I � 11 � I I I.,. � . . � . � I . I � I � . . I . � I I . I - . � � ,� I � I I � I I ' ""'�"' ct:5 �_ * � I I I i � i 1 @20% ,.' , " " , .' / , lt� � 1-1 70 1 � i � ' "' ' / '/�.'." - . I I . I I � � - � . . � �' . .1 " �. , " 11 1". , "' . / .. "'� "I", /""'-'---"--- , '--'*.--'/"".- i ........ iiiii�111111111 I � . � I I � � I . DEPTH VARIES I � I I I " " ' " " " , / - � I . , � _ . I " / ", A.." __111' " "', . li��illi�ilill,�illi�.1111,�,�111!1����l� . I 1-1 I . . I _'.�'."z . 'r . . I . THE SEAL APPEA I . .' . , "', I I .'.. ", ..' "'. "", ",',. /' . e/ . " ", "'...' ". : 11111 �11 ll�� �11 11 ..... I I ..... ..... I I I � I SEE GRADING PLAN 'zOR FLOWLINES . I � � i //.. , " " � ", '.. ' '_ ' '�� ' * ... � ll_� I I � � . I RING ON THIS DOCUMENT WAS AUTHORIZED BY ICHAEL G. HESTER, I I . -'�' � ", , , ' .1 � . I I ""s"'.r.g.4 : � . , -, I � I I I . I . 0.6'MINIMUM BELOW PROPERTY LINE I I I I 11 P.E. NO. 69104 HESTER ENGINEERING COMPANY - FIRM # F-3476 - AUGUST 8, 2013. . , .,,,- "-� ...., , ', ", /' / /"" '.'//"---"',,"`.'.' .." //6".-- " ,,I . � I ".. /'. 1. Iv "''. - -, , '_" -.-':'9- `�.P.., � �."*. � 1-1. . I I I I D � " '. /..-' " , , //. '.;� ""'..' �'. .. � I '. I , ,-'�"/ , ",/.��'-..,-:"as�������*�/�**`-*""-`�-"""',-i���,,V,"',�-j-,---,-,.,-- ". -` " I I � , ...' / �"""' .""'� " �.... , ,,, �'�' , , - � I . '. .. , .. . :'� � '�' " �'w 'wx�.�' .. ... 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X /AJ I P 7 t— II p V Z U O uW 0 w ®! ® Z Q 2 V V O 00 cr-/� t- - >- r p O -3i W c) Y 11 o C) V0 ) C� SHEET NUMBER 1 �'. X /AJ F+ 7 w II p V Z ,Nr W uW 0 w ®! ® Z Q 2 V V S-9 o SHEET NUMBER 1 �'. I NOTE: NOTE: NOTE:: # .. CITY OF COLLEGE STATION DEVELOPMENT SERVICES: �i l ESTER ENGINEERING COMPANY IS NOT RESPONSIBLE FOR COORDINATE WET CONNECTIONS WITH BUTCH THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND STAFF PLANNER: TERESA ROGERS COPPER C 1 \ E E I \ CONDOS H HE ACCURACY OF THE TOPOGRAPHIC SURVEY WORK WILLIS CoCS UTILITY DEPARTMENT, 979-764-3660 SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. STAFF ENGINEER: ERIKA BRIDGES pa����d% % T DIGTESS: 800-DIG-TESS CoCS ELECTRICAL: ERIC HORTON 979-764-3660 APPLICANT: 0 FF CONTRACTOR SHALL BE 1 TO CONNECTION. SHOWN ON THIS PROJECT, THE CONT A AT LEAST 48 HOURS PRIOR � � F ATMOS: JOSH NORTON - 9 - • BUTCH WILLIS979-764-3660 ': ; ... , ;;::. . - i , %; >° _ ::: ALTON OFCZARZAK, MANAGING MEMBER � Q` . . -� WILLIAM BROOKE HUNTER ESTATE L RESPONSIBLE FOR CONFIRMING EXISTING ELEVATIONS ATM 79 774 2506 CoCS WATER &SEWER. U H WILLI � S LOT 2R i } t ,t c :; }}` .,,« £ :r I a :F a. c 1` F.F. VERIZON:BRENDAVIDOCK• IN:CHRISTOPHERG EE -979-595-2429 t.,�.tiE,}...,,-.z.3f.}...li,..> z#. ..:, ..._ tc?Ilf, ,--f _iztt., i ,_ftt..i,..�tt :i'}. 1 J_.w 11:f_._ct1,.._...7 p AND DIMENSIONS PRIOR TO CONSTRUCTION 8Y EXPOSING 979 821 4770 SUDDENL K OOT I _. TOG MANAGEMENT, LP 0 ,.y ( ( t s ��. _ 4060 HIGHWAY 6 SOUTH : i pt. ALL EXISTING LINES. , x :j .' �3-.I: ;.i' L}f-`.' T} -t k� ';TIi 1117:.tt?. C. ��I l tF?=•; IIR �'" -_ �r f�%�)f r--: shall. I.£ tic) I:-.sO ��#�t�.:24 - %�: _ _ u COLLEGE STATION, TEXAS 77845 , (1�% `>> �f .;: .. sY 6.326 ACRES 9766/42 979-690-1504 t r �3 r , r ..' r` :• ;. . : , - _ - TOPOGRAPHIC SURVEY: ::.,� .}< ;. .; F ..>,,: TKM SOLUTIONS 979-204-1249 0 C RA V V F O R D LJ R N E T LEAGUE BOUNDARY SURVEY: �! �� MICHAEL G NESTER U T A 7 . ,.......v .. :. r`` :.' • r r :r r :: CURVE TABLE f KERB SURVEYING COMPANY 979 268 3195 O CURVE RADIUS DELTA LENGTH TANGENT CHORD BRG CHORD OWNER: (J r �, COLLEGE STATION BRAZOS COUNTY, TEXAS :gip: 1 69'104 9 ..� w '00'00"I 5.3 ' ANGEL CACHO NEGRETE 3 .27 25.00' N09°20'35"E 3 6 F !` Cl 25.00' 909 IV V 't Y V 07 JOSEPH CREEK 21 JO R EK COURT �r LINE TABLE �1 L EGE STATION TEXAS COL AS 77845 � O 30 SOUTHWE T P G S PARKWAY LINE LENGTH BEARING V R � i' ; C S EN G - 0 F L1 36.4 66 T1Z E } 3 S 3 SH�� 1 p 11 1 0 S k i•f} f L2 38.37 S09o 5 T46"E V O A L a a JUN 12013 SCALE 1 30 ` L3 33.63 S3010'06"E � i` r' 1" WATER SERVICE L4 6'36"E .>M ; 65.99 S09°4 . : 31.91 SZS 5007 r L5 L2 : . y.�:� �� ��£ , , :� THE SEAL P ..:............... " _ . _. APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G HEST R, :� ar :`ti�;<C L .28S01-22 52 W l2 , r 6 30 n rt r rr� . 5 i ii 3/4" METERS .zu_s�.� Y�#'[i _ P F N(� F�a�na NFST�R �N(�INFFRInIC� (`(1MpAnIV _ GIf�NA #k t=-�a7F, - II INF � i(17 � CIT17 (I I I I I i I � . � I � ��� I I I � . � I � i� . . ,� I --1.1.111- I I � I—— I I—— .I., .1 I � ....1. I 11 I I I . . . 11, - - - -_ NOTE: NOTE: I I.W. 71 CITY OF COLLEGE STATION DEVELOPMENT SERVICES: � . 1'.M,��ililillil��� !Ili �li I i I � I , : . : I � , 'M, P. ; 1121''ll" .Mll'� m .�F , I � NOTE: __ - 2121- 0 _____ 1 i -_ M � -.1 ., T1_ ,174 STAFF PLANNER: TERESA ROGERS I i - --- -_ ���� � � SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. 1VT T I I � � `��,,�%, COPPER CREEK CONDOS � HESTER ENGINEERING COMPANY IS NOT RESPONSIBLE FOR, COORDINATE WET CONNECTIONS WITH BUTCH THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND I I I STAFF ENGINEER: ERIKA BRIDGES ,�?- � � � I THE ACCURACY OF THE TOPOGRAPHIC SURVEY WORK WILLIS, CoCS UTILITY DEPARTMENT, 979-764-3660 1 . � � I .. ��� � `�� 0 F '' � ! DIGTESS: 800-DIG-TESS CoCS ELECTRICAL: ERIC HORTON 979-764-3660 � I I . I I . I . I I I I � � I � � I ." I I I I I 1, I APPLICANT: cl�� �_ . . .q I . 1. .. � . I I � I I .1 1, I � I I I � �,.�� I I �� . . I I .111:1, , 0:�7 _� � AT LEAST 48 -HOURS PRIOR TO CONNECTION. I I . , � �� � � I I , I .1 1, � . ,. I I I . 1, � � � . - �`\ . SHOWN ON THIS PROJECT, THE CONTRACTOR SHALL BE I I � � I � I . I I 1. �. I . I I I I ALTON OFCZARZAK, MANAGING MEMBER . WILLIAM ROOKE HUNTER ESTATES LOT 2R RESPONSIBLE FOR CONFIRMING EXISTING ELEVATIONS __j ATMOS: JOSH NORTON - 979-774-2506 CoCS WATER & SEWER: BUTCH WILLIS 979-764-3660 1''. 1, I . I . . .- . -1 . � I � . � ... � I . * � I ��. .- i . I ,-'K, � - - I � �, - � � 'Ir * f _,�, rd I . � � . 1, I I . � , � I � . I 0 .m� �..;?v _,�� - P , , ,� I VERIZON: BRENDA VIDOCK - 979-821-4770 SUDDENLINK: CHRISTOPHER GOOTEE - 979-595-2429 1 1 �: D 01 I .o...-aarl. a 1�or.tkv, 6! ha.� -v, r;d):dlurn t I. ef-id _e.sl,-1a)i be I fe 1&� . . I , , , - � � a.. s f J,�, 4 OS Ll t. 0-0c, AND DIMENSIONS PRIOR TO CONSTRUCTION BY EXPOSING � � . . 11, � � I � - I.. I � � . - TOG MANAGEMENT, UP - -) rl� N , � _ .. , ._. ., , I I 1. " I . I .1 I I � . I _ , 8 4�,:-�_ , . . 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"��",� CONSTRUCTION AND/OR MAINTENANCE. I I MINIMUM WATER DEMAND u I GPM " ", .., ,,'1`,/`...-"/, ..... "', /` I., , , /�,,/ I, /. I., .I.....""...'.., ,I, .1,�/11"..."' ....."..'..."........". .1". `�/'�,,,, I'.".,- - .-- ....I. .......-'....." - -,I:I-I:,,".-.,,,, .. --, , - ,",.^' I I : � I , .. , ", I, .., . . .. I ... "I, 'I I I "" I '. .,-' ., , I , " _� I' -"� . . . . . / I . .. ," , .. ... z ,8' SANITARY SE R I ,,,, ,� I ... 71 -7e".. / "" ,,, '...., I /... I.1", /" I., /... :�/ ","- , I .. . -. . .. / ...,,., . t016DWh , , . , . , vll I .......",11 , . I I . . .�, . - . .. , '. I , . "_ x / . , , �. . I MAXIMUM WATER DEMAND 1021 GPM ... , , ... , ., .. ... , ... , "' " , , .. S, ../ . .." ... I , ', . . I ,,,, / I � ` I V , . , .1 , , 1* I" I` " `/ = I -,/` .., / I., ,, 11, I - ,,�.'' x I AVGERAGE WATER DEMAND 2!56 GPM I � , "" , � :/�, i, . ,e��,,,'l . , X .11 ALL MAINTENANCE OF ALL COMMON AREAS, THE MULTI -USE PATH, SITE LANDSCAPING, ____ i . . I . � I- k I'll, , , .."'. , , ... - ____1 1: � , -,, -1 1-11,111, .,- " "". I , --n AhIrl DrTAIN11KIr. %AIAI I C IC TWr DrCDr)rk1cZ1P11 1TV nr TWP WnhAr MAINIrpr I----- - I; 'y/ " I, ArIzinrIAT111111 i - � I . �. \' NOTE. NOTE: NOTE ffi _ CITY OF COLLEGE STATION DEVELOPMENT SERVICES: c„��d0 COPPER R E E K COI V D O S - NNER:TERESA ROGERS RESTER ENGINEERING COMPANY ISNOT RESPONSIBLE FOR COORDINATE WET CONNECTIONS WITH BUTCH THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND "' STAFF PLA a N ER: ERIKA RIDGES C� Y F HE TOPOGRAPHIC SURVEY WORK WILLIS CoCS UTILITY DEPARTMENT, 979-764-3660 SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. STAFF ENGI E B ca . . T �% THEACCURAC O T cP/F-�-� WILLIA�VI BROOKE HUNTER TSTATES LOT 2R N N THIS PROJECT THE CONTRACTOR SHALL BE AT LEAST 48 HOURS PRIOR TO CONNECTION. DIGTESS: 800-DIG-TESS CoCS ELECTRICAL: ERIC HORTON 979-764-3660 APPLICANT: SHOW 0 ALTON OFCZARZAK, MANAGING MEMBER `P TER & SEWER: BUTCH WILLIS 979-764-3660 ATMOS. JOSH NORTON 979 774 2506 CoCS WA f - s - 7 ':a _.. :.? I',,:.... ,.a. -S_., s..'l; ,,a..f- )'... ..i # ;•i#.,:.•.,a(.f_# ._Ek,..).JSLi>:.__.ala..:iI.)tr 11.:f�.'_.�,.... 1#... TDGMANAGEMENT,LP .: RESPONSIBLE FOR CONFIRMING EXISTING ELEVATIONS Cf€# (3.f, i..:.,., ft1...€ _„d..� t , t,= r.._3Z))T..y.:.E, J.-. N IONS PRIOR TO CONSTRUCTION BY EXPOSING VERIZON. BRENDA VIDOCK 979 821 4770 S UDDENLINK: CHRISTOPHER GCOTEE - 979-595-2429 _' > - _ .r 4060 HIGHWAY 6 SOUTH �. .. z ' I , ;<' gi' } .-s o, . 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E IL �2 I A .`i : (`GLE FA� Y !zS D 4 R r' ROOM UNITS FIXTURE UNITS 13 2 BED ) f'' r ( i' 2 2 L D. 1237 3 R ARTMENTS T f' PA RKWAY CI CLE AP ODPL AIN '� 00 Y EAR FLO r 1 f`'','` ,;�i`f' 2 =10 FU '�r H ROUP �j ''%' BAT ROOM G ) `�O' ``%' ( i;, i' l:' ND THE PROPERTY ��/' LIGHT BEYO L IY FAMILY C LLY LIT W ITN NO A M81ENT �`' ' i' Z NED R4 MU T E RTIFI IA r 0 ING TO 6 A r `i i i ALL PARK =2F U I' f . V ITCHEN SINK •`r :'` K j /+ �'' f P /` l .. O I' % % f' • VY LINE /`' 0 ' f'', !< f f f'`` - U O a 2F i' CLOTHES W SHER �,'` r''> l' %' f c L fr f f. fi +:'� '/'` r' r r+. r'{` 4 i' i i` TOTAL =1 U (( irf ;�f i' r/. 1.> E FOR THE FIRST %r' ERCENT OPA U i'` T BE 100 P 0 r! T PROPE RTY LINE 0 R S REEN 0 N NOR H ` P RAP' / REA C r 0 RI 'R 4. PM `�`,; if,f ii' = 1 PM MIN. 0 GPM AVG. 25 G i`' MAX. 7 G t ! ''f,! .'t i'i rM :' ff: LLS RUCT RE #D �C�U+�FA T r' fI�' i� T ' /` T. :5 5 H E 3 FEET IN NEIGH 0• r T RE r r {`l `�"r r 1 f` f'' ' �r. r'' LO ,,r: '!-' R it rrr� i' r ,: F i fn'• r ROOM U fViT 4 4 BED _:'' r` ! F =� r! FIXTURE UNITS 0 C i i f' i'• �. G.e.G ..f! r{f ..' P N PA WILL ALLOW FO ,.��� THE CRE �i' sem` i'�l4�:�"��;... 'i', t''ta�r - ALONG N sww.. , r ENCING !f'' /' �' ,+ F THE F / '"`r` � r 66 P ERCENT 0 F • r` r r f.: l` . �.!''�f'f! 20 FU i ROUP 4 r' BATHROOM G t r`` r 6 f�`! L r 7`' REA. 1 E SPACE A ''1: 0 HE OP N ! r' VI BILITY INT T r lM1lWR.'! `�l'`F '` SI r 7 % rr''`r'� = 2 FU ''�: SI KITCHEN NK' f;` i' i 'rr `f h ki� ` 937. - �!' !10' P 1 R! CTION BOX D 7' -.f - 2 U UN - - WAS ER t' i' - CLOTHES H !' %" i j f'+ r' + �':' ,l`:;! DPL IN ANY \`' L THE ISTING FL00 A !%' 9 CED IN EX ' sp NG RE PLA r` '� %f � �~r'' � TURES A ! ND PARKI A �, ' r V T STRUC rr; f ` / i IN THEE EN +r! ' r' ' /�.tr - 2 FU �`f' Yr TA L `/ rl •�, TO ��l;f f'' Fi' rj+ `; i' LL r1+<'' �i:r %" ATIVE SPECIES. A 0 WITH A N r� S ORATI N l UIRE RE T WILL RE "'�1' 4 ° BE 'DS` -:.c: i,: ,%r;.i r!',i'�,�';';;�.;.. r TAT€ON O r'' -8"X 5 N �. OF VELE 2 fi�! REMOVAL I`' r"� r r �i'� 'L8: '"`x. r P AVG. = 5 G 2 PM MI BOG M `i`� f'i r' '+'1.='..' MAX. 0G :' r i• : r + !i <' r f : , ; l i ! 11 ! i TM.SW i `� r'': IS OR r 18 S R. Y R IFIED ARBOR T . ; c! ., .. , TED B ACE T 1. r''` E COMPLE ! : i L ODPLAIN SHA : ' ! AT INF 0 LL 8 , '!r' STOR ION r r f' PLANT RE f Ln. r:' i' F <�: i i i Y = i' AUST N AM rC! "'Lfi r' k`' I' ;� f; -s,' S_ k' ATE r'' 8^W �' i' '/! 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AVGERAGE WATER N A E '`.rr,' E PIN E P T ITE LANDSCA G lt.�'! i' • ir�'V A ��r' LTI-US A H S S, HE MU , �-�` N REAS T E r' � AL COMMO A TENA NCE OF L r 'i '� M ALL MAIN 2! ,. N^ 'f f r` r, r `� r` i ' �' - : '' :ice i :�f r 1� f`' 0 r A SOCIATION. '� HOME OWNERS S '�----"'•��" i Y OF THE r� r.�. P NSIBIL T i i THE RES 0 ! IN WALLS S %' ND RETAIN G A N i i' '' P DNGG � , 1 .`: : : �`-<:_. , : : LOA I : rl ` _ : : : : : SEWER r l , l r �'' L >t ••�";`f ,.,J-- o A� '�! `L:'' . . "'CF� : : : ..., _ : ! ......_ . s '�/'. : � : : . _ : r� / _ :. � MAX. SANITARY / .O_ ., Q ,. I' I I I . ,� I � I : ; I I I i I � . � . � � * : - � I I � I � . I I � I I � I . � I : . . . ... . . � � � . I I � . . � � � I ' ' NOTE: - ___ NOTE: - NOTE: I IIIIIIIIIIIIIIIIIIIIIIIIIIII- . 11 I CITY OF COLL STAFF PLANNER: TERESA ROGERS . � � COPPER CREEK CO I I I COORDINATE WET CONNECTIONS WITH BUTCH THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND � . I I `� I I HESTER ENGINEERING COMPANY IS NOT RESPONSIBLE FOR SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. 20'5ETBACK STAFF ENGINEER: ERIKA BRIDGES . . -e,!--`� %,��%, � I I SHOWN ON THIS PROJECT, THE CONTRACTOR SHALL BE AT LEAST 48 -HOURS PRIOR TO CONNECTION. -A - I I � Cx> - �h . � I . THE ACCURACY OF THE TOPOGRAPHIC SURVEY WORK WILLIS, CoCS UTILITY DEPARTMENT, 979-764-3660 -DIG-TESS CoCS ELECTRICAL: ERIC HORTON 979-764-3660 1 __ I APPLICANT: ,�:,;,X�� P�.7��, . I HUNTER ESTATES LOT 2R � DIGTESS: 800 15' BUFFER ALTON OFCZARZAK, MANAGING MEMBER 5rx,�,. . � % WILLIAM B I RESPONSIBLE FOR CONFIRMING EXISTING ELEVATIONS I ATMOS: JOSH NORTON - 979-774-2506 COCS WATER-& SEWER: BUTCH WILLIS 979-764-3660 . III EXISTING 10'PUE I ILDING I . . afc..) . I I I I I � I I , I . I I � I TDG MANAGEMENT, LP :. .. ,,, . - � , , I , .11 11 -1 � . . . , � -7 � I 1, . , , 1, , - . , I I I 11 , . � AND DIMENSIONS PRIOR TO CONSTRUCTION BY EXPOSING VERIZON: BRENDA VIDOCK - 979-821-4770 SUDDENLINK: CHRISTOPHER GOOTEE - 979-595-2429 � . I � 4060 HIGHWAY 6 SOUTH 6_�_ - . I'lu N � _ - , ,� :_. � � �. � I . ; , , , , , I � . . ,� ' � ,'� . - � 11 )., �: � : : ,. � � 1, - 11 � , I � I I I . . i * - I , . ,., I '.,; , . I ALL EXISTING LINES. . - III 5.01 1 - - � � . ki�,��:. I I.., � ""'.. .; �, '"1-.,.)--'1 6.326 ACRES 9766/42 1 1 5.9 1 p * - 8 , >-;t" - 1.� i. . . , I - 10.01 COLLEGE STATION, TEXAS 77845 ,5- * 8 "' I I . . . , 4f I - ��111 � '. �.;.; �.q . I I I X - .. i � 1,,�.�.p. q , ;w, I � ... I �-q, �'?-',.4: � -`,_j��11 I'W_111� . � 1 979-690-1504 y* * �, : ;, �,. - .vN I - I I , �'--, - - _,-�>_ I � I � I ,SOUTHLAND BACK PORCH BLDG D � I � , - 4 t,v:; . ,�� � -le � � BRICK LEDGE -\ I . : � ?t! ::. :' ). : ;, _ I I - PROPERTY LINE -� FINISHED TOPOGRAPHIC SURVEY: . P, "' � . 1. I , ,:.., I . I . . . 1) , .- � 1. � �� . '. : I �, :1 , , � . � . . I I I . . I , I . I I �. . I . - I 6"DROP FLOOR . � TKM SOLUTIONS 979-204-1249 IT, .......... - �� I I 1. I .11, .1.1-.1,11111 CRAWFORD BURNETT LEAGUE A-7 .111 � I . I 8'WOOD FENCE I P. MICHAEL G. HESTER � ��� �..� I - 11 1.11, I'll, .. I . I I 1. I . I I � I . 11 I..., _ , -1. � I I . � _/ 298.09- 10'PORCH @ 2% - \ 298.91 7_1 1 1 BOUNDARY SURVEY: , . I � I � I . . . . . . . . . . . . I I . . I . ALONG PROPERTY LINE r.,,---,.7��7 - . . I . � ,k! .................. _)7 KERR SURVEYING COMPANY 979-268-3195 . . F, � � , " . .... I .......... .... 1:� I OWNER: __0 - E S I I ,.:�::�-.::, I . ;. : I - - - *� .:...-. `�'�`.' , ::.,,...,.,...,.....,E....-,.....,....,.�..�..........:� � -.,�.,7..7,,....-��7,7777;..,...-,.77.7�7-'....,-.7,,77.7," �:�-. .:-; jov. � - �. .1.1, .. , _ - 'k; . 4,j Y_ COLLEG ATION, BRAZOS COUNTY, TEXAS I I _ I . '... � * :: . .. ...... .... .. . � ANGEL CACHO-NEGRETE - ....., . . . .. . .. ........ . I I . I . � I . � � .......... .,.., N:-�, " -': :..::: !: ......... .. .......... ; . ,�q . - � I , ,i;..�..-:�-*.,"**-�;:",.,.,!,*�:;:,..*.*;::::::.�:. . .... m i , � - , .'....., - .,:::. ........................ . �.*:::�� '... ..,........,._ 4<"�. .:. :: '....'......'.. .: . DEPTH VARIES I - .11 , W� SLAB I : : ..........................". : . 21 4 � � - .--��!: . . . . . . - A-- .... i . 07 JOSEPH CREEK COURT , I �,--:--� :: ........... .. .......... , I/ I I ." , .... - - * �: " " : : : I i � . '... � ,�-..,:.�:,:--`,,:1'.1. � : I . - - .., :: COLLEGE STATION, TEXAS 77845 ......... . . ALONG PROPERY . :.. . ,�. ............__ 0_.� 1�0 - � WAY . ....... ............... .......... .... . _ _ .......... ... ... ... - .N I I - '- * - :: .......... ... . . . :� � 301 SOUTHWEST PARK [ I I . .... -'...... � - ". �� I. 89 LINEAR FEET : : ....- I . . . 5, : � % e . - I � .,. 1, � . .......... . � . . 'F,�"/CEN _F - ........ � ...... . '...... ........ . LINE w : : ......... __.,.. - ..... __... � T 3:1 MAX. SLOPE :: ,.. � . : % s . . S H E7 E N 0 , I I , . KEYSTONE BLOCK I :, :� I I I - � . :1: ::,.,.., 1;:� I e. I . I . � . $/ 1 1 = %�%'%Q N A L - JUNE, 2013 SCALE V 301 � . I . I '� � ,, I I � � . . . , I i 'I-, I I SWALE SECTION ALONG BUILDING D @ KEYSTONE RETAINING WALL . I I I EAST JORDON [RON � � I � I � I ; . � I � I 11 --- " '-- 1. . I . . . � � I I I WORKS GRATE V-4880-4 - . I � . i � I � III ,. - -_ � , . I W/ TOP FLANGE FRAME I I 1 ":2 III ..::::::,,,, . L,CR ING -\ I I I - , 0101 , .. �YEK_ , CHSTART � . I � CONCRETE PAVEMENT V-4882 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED1 BY MICHAEL G. HESTER, I - - I _ I � - --, � � . eA I I ,-I , CREEK FLOWLINE I � � � . � I I I . � r �� �� , �, 11 _� � , . I I I . I � � 2 - � �i , ��Ilxl_ . I N � wz!� - - - .1 . I . � I � - . � P.E. NO. 69104 HESTER ENGINEERING COMPANY - FIRM # F-31476 - JUNE 3, 2013. 1 u I � �� \ I . I . i.r . ;,�� �,�--�, N%,i4� ,, -XFL289 . 57 - - _ i I � � I I . � I I --- , \ � I . I 111� �_ ,�� " ____, _�_ I � � . � . . . � 2'SHOULDER . I � 3" T . , � . . � ALTERATION OF A SEALED DOCUMENT WITHOUT NOTIFICATION TO THE RESPONSIBLE , ,�p N �, � � I ," I—. I . I U.�-, N ...... -::...: � � xFL29O.4S�'-__ _\ I . 2'SHOUUDER.� CU LEX BLANKET IN DISTURBED AREAS � j8u_�T . . I \n I i - - - - __11 .., �: ,..., .. - - 11 . '\1 - � � � . I . . I.,.. I E N EER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. : I -1 11, -5� .,:-1,:-_.1.. � - I - 7 �.. _ . I 1� . � "I lt� �i7_��"- _- .1 . : . 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I " .N. � -1�11 -/,-.-,.:;�.' ..�. - ,:i�* ... -�.-_'.�: SW299.06 . _ y ,,� ,._;:.'..,-.-----":?i',,,. :. ,:�� �� i . - - - FL298.57 I : . 19i - " I , - ': . . , iL --A-,XTOC294.76 , , .:!'..,,.� -.�.j.....,.��-..!:..,�..-.::....,.. ....--...�..........:ii:..�...:--,.,..- . I I ,I; . : , . 1: I � ��, . t. ..'. ..., :-�:�-��*,`;j..- ,.t�?�!F � , . I I I I : .: � t. I.... I ... 11 ... , N.,:..!.,� ,;� i �-, I , I . I Y� I '& . . V ........ .._.:',::.......',.,1- - . ; .1 ..... I..., - : , � : - ., _.. i. , , " . _. I .-N . . .'.' . , I I SWILU � �'�.Ii : .,�. A__j - 1 .. ..... m ... ... I `� 11� � � ; . : `�,` . . . �:� f�,-,,'. -,. -.--::--..', %--:-,,�� .:. .. - . : . * "'i - j-.: -, -,� � � ,� , I : : ) .. .,i::. I 36 : .;r� ..., -- ...... ", I 11; ... �:-`:;!�,.; - .,. � I _ - , .� I . . i..:.�::�.".!:, . I -, I _ � *4a . . I Ii i i i III I I ::`/,� , --�I,:-.�.:.-.,.-:., �. � 119 __ - I �� .;:: � �'i ..... . --,. ... I I . , ... . .... � ...... . � JT -TOW. -i � . . .: - .�-U�.- . �_ � .- J. i. .,. �J� ...... -.---.J, � FIL289.62 :.::.:,.i�..,..!..-..*,-..-..-.:: :* �:-,:�-:,--..-.-".�*.,' ..i::.. I _n_�4 "* -11 - -1950-- 1 . . -, " ��::.�:.. .�, I . - -:"�----- .....;. . .:.�, .*...'.. .. .1; , _/ 11!I I", Z " � * '" " , 1. . \ I I a ; : �IA11.7 Q,1 . I T%.-',', . 1��_� -- XTC294.65 -/ 1�, T 2 \_ . '.. ...'�*.`�`,*�,;�*,:,�: . . �/ .:. ...... '�" , -,.�- " : '...',�," :; ,I : : I I . . : ).J.11 . r ; a. I f ; ; : .�.I, e ... :.i.:;:, -�:.: .,..:. I .. - V� --� - ... � I :. � - . f I \ I NOTE: � .... , � , - -, v) �_ I � : - - � I I � 11 �-`. 1%'i . : ^ 11 e% I I %.. ,--_N � I I .., 1 -� -,:�,' !�, . .. .!: .-.�,, t.'�:.�::,. --!:i--, - I I I � , �i- ) : =LOOR 306.40 1 1 k i I I THE CONTRACTOR SHAL E / .- 0jqp?jf!-7 .,--; � .: .. ;.,�::�;.,�;.; :1". � I - !�,,.".,. :,.�..�'..,.:-.H, � , I - ,v2H.64 8 : . I ,'..`.',..'�*�,*.:�.'.- - I - ____ � I . I I I 1 I \ I % FINISHED I FF 299.24 L BE RESPONSIBL � / I ;�: ....":�.:�!�.-.�.:i'�'ji:::.�,:::*:.::-.:.-:- �:�.!'.'�`., ---- "'..".'.... - � �:` .. .'.-'_. ..... 1� I " I I ,, BUILDING E I / \ ,� . .--- I ---.--,� � .:: : I I I 1 299.25 ., � I \1 FOR CONFIRMING AL : - - . , .: .: , ...:,!':. . ., ,,, , b EXISTING HEADWALL I .-., � 2 - -!�': -�::J�%',!�:�;.:. ;-'.. .. - -`:".-.,." ..'�*�,*.-:�.'.:.. ... . , I b%`U�:W)8 P300.1 � L BUILDING DIMENSIONS I \ - ."..., -..`!:*:-.-:j:�: ��,.:*:: >. - T) 290.3 1 ..-,."..,. � I L299.94 FF300.07 - FINISHED rLUUK Z%Iti./4 ; ..,* .!'I -i j 'Ic -..��-�- -- . . . . ; ----_ I / , . ! I : I '\ ,_ % � � . -1 � : '!-:i:�:i���:�-/,� _.:� . .1 I I I I ., PHO0.40 I FF299.82 ...-, ., . I � I FF 499.8 _..�_�.�..'.'�. ..., , I I . . EXISTING FENCE -1-11, 'Ai I I 1JL 300.27 FF300.40 \4/ 1 FINISHED FLOOR299�82 5 WITH ARCHITECTUR L PLANS. / � I i I I �..::. .......__..._----,;':! _;.,,":�;!5,_- I..,,-.".".,.... 1, �:-,.:".* "'�"-�- ,.'-'-',, . I � I I I BL299.95 I �� ` �_,;� .. _.,.., /'O. . . 1-... .11, I , ..,.v 1. ,:..*., I . i 2 : : _ 111-1-.�� I . I �\ i , I , . :-:II.'_- �]�-.-.*`--*.�.'.' I .. .. ... .. - . .. � I . P299 41, /� - /- - -1 - j , Im I FL297.9 / \ - : - .. -�� .1.wl : ��_. � I . I 1 299.50 1 . \ I . I 0 1� : / ! I I \_ �:�:i.;:: , � ,�, 0�, I *. � :: SV��2�9.35 P299.85 I/ i HPI tWALE � HPi SWALE / P FINISHED FLOOR 20.24 : -1 .:...:.;:.,.",..It:�l*.:.,::::i�":,� I .�,�. .1.1 ... I . ........ ... I � I ; 10 FL298.22 I : : VP1 FVJME � ....4 ...... :...i �i - * I � -LZ4/ /D . I � .".,... . �, iIIIIIIIIIIIIIIII� � 1_1 t , , � . ,%o. ; FL297.61 ; ._� -�.'; " I . , j I I f t ,cp CL I - . . A .,.n, I : 98.. FL298.46 - , ; . FL797,24 . ,\_. .. .. . - .. / � I I NG299.84 I '. 0&e\ I � . . , W? . , .".... x:1.`.`.1�%1: %-,*.. . . I I ___� SW299.31 , t Im \\- XNG29�. :-.','.-� " *%1. - : \ I / i , � . i I I I-: I .... ..... /';;:4. ... * . .... ..... .. .z .... ..... ... .. ... I.- I , � -1 ,'..'.- N,. -.',,'v., -X,-.',':. I / . .. . , ____ . � 1:' , , �-., :. I 1- _... . . -, ..." :. .:..... '. " . - . , � I .m I I ,- . '.. , . 'I '' . *.1.11�'�"..`�. I 1 -7: li 1, ,...��'�-.* � I I .... � : ......., .... �.... , ", ..i..:..... .,. ____� :17 . I : : � - - - - ` I _-- �.i:"ij..: ..... .. �:, . . .- � * . .,�, : �:: � " -P--.� ,.,.-� 4�� -��, . , I .. -11 , ... . ... . -.F-7 11..... ..... .... - A.SIV . , . V_*.1.11�'�".-.*_� � 977 , -U , I . _::::: - m" . , I .... �� :.., ",:�,-' . IIII, I PROPERTY LINE I . . , � f , :_ ... , ..., �_ t'....' �'� ,�; 7'...; _1 I 1�.�.! .:I ,[ ` � � [:;�-;, ". P, .,.., . :;.% � ::. -.��.;,.��:�'-'-.:�,-.:, XTOC296.1 / \.`--'-':�'%'.`.:� I v, B. I I :---I-- "-:� '. :i.p :!;:::� 1.-�.":�:�:: �.�:!�� J* � �-.�: b. - . "' . RATE INLET #DS -/1 W2 1* da � .. I. ... ].:..-!�::!` * % I ,\ ..-. I ... k. .. : \ I."..,.".."' , ......'..] __j - I......"', -.--d .;� - -, .If,.:....�..�.�,:. :: .! - .......�..:...z.. . . .1 ,0g0\,\ :�; : I 4-/--- � .: i.:.. :.:-i!-.:-*.:;-,-,.---�*�:�,, .:: I \:-,..,-:--,.z.,;. - - : � � I I .`.,.� - .,. . . - - � I I- ... , .::j:,::.-. w.�.\ �.:��I;._!_.' I �� TOP OF INLET 29&0O I � - I , �, ., .�'- ... '... .1 ... ", I I -, � - I. -I.... � ..... :.. ". '....,.-..;�ri: ....., .. Z BEGIN SWALE .1 \L*- -7:A- - - - .0 I.......".. ....; :*,..;i.�;..,.:::.!.�i,*..,.��i:,�..,.,�:�.;;:;.;..!;�i.!::.i�;� - '... . , ... I 10. %. ., A, -'�41, _1;'.7 , . . �....:�...:.::.:.�*...:..:.-::�.!.t:.��',.i.,:ii*.. . ....... .., ... : EXIST NG 36" STM SWR.� -R / I.e.. � . .. . 0 - - - - - - - / m �.::i. � .: ; ` _. - -, xli��_ .� ...... I � L� L��:`.'�`-!, �, . � , .- 'j. --i.,- // EMOVE EXISTING WALL I FL298.75 <�. �� P9 '...., LA, -Z LL�Z 29840- __ __ _� - � ., -..;.*,.-.i-;-.-�.:-""�.',�...�j�;:!.�*.- -.:-�.:j . �1. - - * " : .., �!�: - . �. I ____ '994.09- 294.99- -,.-,.,'-.'- - 's- I_ - - -:_- - - - - -Ic- ��-,�.7,�...7,7:-I.:� �.-.`-:j:�!:�.;! '. ,.w::':.�..::: I ZP4 \5� ` - - __ - �a - ___�� ---------- .. ::ij ; . I I " F"., ------ - - , - ''I 11 __ - - __ * I..., , '. qOTE: I � I � I ") 1,10s,"", =---__ . t7�_: - - aci ! � , , , ___ 7Z-__�-- - ____ - - .. ... � � _ _4= .... ... :7-.... _ , 1 ,7' !....,.,:*;��,��:,Ii.,..-,-.,.;%i..-,'-..,:.,.:,.:., '.... O'STM.SWR. . I . I .. __ - .. ..... _.,z,...-:_-.,-.-.-.-. I ... 11 I & � � 1 i r,�q�_ -I ____ - - __ - - - - - - - 1��_ 2g8Az_ - - -\ - - . - - - kI �. - - , � . . THE CONTRACTOR IS SOLEY RESPONSIBLE FOR THE EXPANSION, CONTROL, CONSTRUCTION JOINT & I � I I I EXISTING CONCRETE WALL " _�z - ��_, ... %�.._ . 7' - . - - � - - _. - ,- �. - . - - _7 � _. - - --- - * *:-'.:i�;.... -:`:;:.,: .,.:. .: 1�*: ,.!�-:,;�� ,-::m�:�:�'- -, ; I I : I .... ___ , 1 - - - ..-!!]:*,: : _8 -'111 . , _. 4 __ . .% . .. .�, ....,., -,� . - ..- .: -:"::Z%� . . . - T I* .:*1i--9�:,.* .0::-.--;��.*�� %!��, . ..... .. � I `,:;`� �,;Y.'-�`"" .. .: i . " � !,;! !..., : a '�,,'i!!,.::?:. . .111., - . � - - � - . Z, .. � ..... 1`1_13i i - . .- - - _ iIIIIIIIIIIIIIII , - � ..... .... .... ..... .. -1.1.11 � , - � - - . 51. -IE"!! _ * ... * ..... �.�. �: -� .. .. ,1111 . I REBAR PLACEMENT AND IS RESPONSIBLE FOR ANY CRACKING OR FAILURE OF THE CONCRETE. - . .. - , _,...4. . :�.-j..::: ; %, , .:. , . :,:i.�ii:,!.) - ,:-':...:..:.::..*...:::�.:.:.,.�:.;::.-.;,- :._:.:..% i _%:� \ ", . ....... _1..1.-..1... - .;: .:,% '7... ` L --,-"�l"!,i,i:'�*-.*,.,..**,*;�, "" �. ..:.::..: :i�;�:7*,.-- 2 1 I.- " a `.5 . � .! ':�;�:.* .: * , ... 298.24 ; , %. __ - '. .., ��: '. ,-,-,.-...::::i�:��!5,--� �'. ; I . .. ,iv,�-'--.,---',.��'_",-- . .. - .. :i;.�;�, .... , - X " - I - - - - - 4�7p -"/-:. � -..': � � . : , 4,:--'-;..: - _\� 299 00 ' I ::::U---!.,-.-',�.` -'. ,:... .. "." -;::�`,--] .�.,--:�,-;"-,.� --i:,'�,.: -,%-�.*-�. K', . � - . V �, '. �� - I - --c - ,::�!, .`;1I -, .....'.....', ::i*�*�: .�;.�:;--,.'I%m�:!'�� I .,. �.. - �.. 1 �:.:,.�.�:,.,��:����...*.�.,:.�:.,."::,.�.! .,, -',�-.,-:::-- � - __ I C29Q.79 ,,--',-,:'-!;*.;,.`��'!-. :. -, ': . !*::;::.�. ..; - .. / :.�: .�,.i�;.,�.x:-.:- : . �:. ...'. .1...--.-..'- -l'i"i ,� � ",' 6Q,2 :..... --:.i-'-.\ : . . .. � . . : , ..:,�' ...'...., �� , , �:-'--- .�i `-�!;`.1::�-'* !� A...q-E4,_._..._ , . . � , - , " .. FOR PAVEMENT THICKNESS AND REBAR SIZE & PLACEMENT SEE THE GEOTECHNICAL REPORT 11 \_ " .33 .�i��.....,..: I \ - .: . . " I .. . . I".. " . I , ". .'.. - ". . . ,_ . .,. ` . - .61 _. . � ... .. I . - - I .. I � ;�:�:, ,5i::� 1. :�. ... *.* -1 - �N 1:1 ".., :1 mmm: *:.-,::!ii: ��i-.-','-.�,I:,i�-.- �: .: ..", .,...- - .. .. .I] . I ��. ;�, i sli.-I. ,.. . " , .. _ . ": , \ ... .., __\_ ", - . IV . ... .11,:..... A !. . xNG299.18 ...... __.!::.� ,�:.*:._�:: - -;.;:-.,.�,;-!�:�Z. �;::;.;��,%*,: ... . . - - 1%��;;�.--....-, .. � ... ,,:�.i;, �_, � ...� "', " _E \ ,;X- . �... , � ,., . : ,� _::::;: i: ... * . - . . . ; - -, 0 .:...::.�,.:..,.;.,:,:.,:,:-..*.,:;,-�:..,...�: :� �-: .. .. 1�1--.. .I., ."..'.."I"',".1. Owl I ..,'.'.,�.. , . , PROVIDED BY THE APPLICANVOWNER. . _ .. ... _ . .. 1:�� i.21�:t.:.... ... -�;. 5p. . ... -.58. ,. .. ;. - I � . . . ]�! . �'...-..'.W.�::;.;*;-: . - �::::'...::: !!�.,.,..,.�.!-�l:.,;.,.*��.j�.- . . . . .... .;!� N -!% L-298 `% ,.....;:i:.,.���.7,�:;:i,:.�,�i.:.:... :7"��,!�'i:,-.,:7.,. ��:i:.i:.:;::�`.:�:-'!4.. _i. . i� IEQN SWALE .,.".:.Ev ., � ." ..:. :: . I - III - I F - " FENCE AL .. J, .-i::.- .............,,.".. � T _. . . : , FEN I . . . . - .. 269 . � S i ..'. : . 1. I., . I . -, T) '�-; * - * � , ** *** � - ,499.55rNG298.94 _ ..*ff-.-.,-..,......�...: "', . .. *- , , .. � , . . , . I ,":. .---.*�...-._, I --_ � ....".�...-.�*!:-,.,i;:i!!..*,.'.!��.::!;.�:�,i�! 11 PRO ` / FINAL GRADING CAUTION: (CoCS REQUIREMEN . , : I �m - - - - - LI E I \ �._..:::_ .. . - . .. ... '.., - - , , HANDICAP PARKIN � .. e-% - . .. ��>.. -,.n::. �: ....:. . SPACES & RAMPS: I I . ",", I/ , - � A _.� � __ __ - - . - ,.� 4:1 MAXIMUM SLOPE IN ALL EASEMENT . w:!,.`:::i:-m- \ .,:.-'.'* . m, I - - - --� I � � . ___t, - .11� .:,-::�-,:`,*i::v:*..�; - _ _ a . ... .. I THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE - � . . . . . I I.. MAXIMUM SLOPE EVERYWHERE ELSE. __ �_ - �_:.., , , � . � a .,.. : .1 . ��..-..-..-'..*,,�-..-.-.:..".�".- , -, * ; a- S7 : - - ..,.: -,..--...-,-.-- , � �`, . . . CORRECT SLOPES AND CONFIGURATIONS OF ALL HANDICAP I I I - * , . . . .: ... � -.1 - -,::�,,..,,, - ".."I" -11", . �,,s� ,;:, . : -,: - .. I . . . ... 11 .- ....., " �, �, . I - * '. ... - ..". - .... . � I \"� 1% .,.....,... ....., . "..�,.,, � . \1' :���M-`--..111.' '......".11"'....." � . w . 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