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PI{JBLI ATER LINE'" A i.jr ROPOSED VARIAB E WIDTH PUBLIC UTILITY EASEMENT POOL BASKETBALL COURT //1 J Q � mCr w 0 J U 0 (�6 mo III a E.T. u u 1-1 I _� 16" STA. –0+00: WATER LINE "W1" TIE INTO EXISTING 16" DIP WATER WATER LINE " I 8 LINE 333 71 STA. 2+32.42: WATER LINE "W1" STA. 4+51.10. W1 \ I 1-16"x8" (MJ) TAPPING VALVE & \ / 2-8" (MJ) 45' BENDS 8 \ 16" C.O.0 6" 1-8"x6" (MJ) TEE �o PVT. M.H. SLEEVE1-8" (MJ) GATE VALVE & BOX A\ I ®---- 1-6 (MJ) GATE VALVE & BOX STA. 1+17.58: WATER LINE "W1" -�" \ TXU UNDERGROUND GAS 6" 1-8"x6" (MJ) TEE 3& A.I. 8 8" 1–STANDARD FIRE HYDRANT a J.B. (APPROX. LO N)(w/23 LEAD) 15 PR OPOSED PUBLIC 1-6 (MJ) GATE VALVE & BOX s OX UNDERGROUND UTILITY EASEMENT 1 I \ 11–STANDARD FIRE HYDRANT \ 8" 8" (w/18' LEAD) C=/ \ A.I. [exel �e \ 8" PVC (C909, C \� PUBLIC WATER L' RN A.I. I TV CABLE— — — — :j—— 1+00 r I I I I I / / S 18' 35' 42" E 6+00 — — — 0� — A GA —GAS P.P. -N �� W 771 24' - - 4-00 -`�-_ _ --- - UT — — uN — — c N - .--'" �N 18' 42!' 37'_W 1014.78'__ -- 18. 42' 3�" E o WALK - ------ --'1/2" I.R. w/CAP ___ 6-�A/AL-1�- —I 6 WALK N _ \ LECTRICAL _Ij 15' PROPOSED PUBLIC r �- \ TRANSFORM R PAUTILITY EASEMENT p 8"w _tis„w is w IZON UNDERGROUND -------__ PHONE CABLE- \ -$„W �-�e"w ie"w - '8"w 8'w bib"w 8 w '8"w v-"- i8 w I EXISTING 18" PUBLIC // 8"w 18"w .18-w 18"w _ XISTING 18" PUBLIC \\ PVC (C909, CLASS 200) MARION PUGH DRIVE WATER LINE WATER LINE \ LIC WATER LINE W1 6"w 6"W 6' 6"W s"W s"W 6"W — —s"w s"w s"w s"w s"w s"w s"w s"w s"w s"w s"w s"w s"w s"w s"w s"w s"w s"w 6"W s"w s"w s"w s"w s"w s"w s"w s"w s"w s"w XISTING 6" PUBLIC XISTING 6" PUBLIC b I WATER LINE BENCHMARK 1 A.I. WATER LINE \ 1 SQUARE CT IN\\ p SIDEWALK IN LINE IIOWITH PROPERTY b LINE BETWEEN M DONALDS & 0 C Y F REFERENCE SHEET C1.4A FOR UTILITY NOTES, PRIVATE LOCATIONS &UTILITY DETAILS 3 + OFFICE - (979) 690-0329 00 iS 200) ARCHITECT CRAYCROFT—PRICE ARCHITECTS 4131 NORTH CENTRAL, SUITE 550 DALLAS, TX 75204 N \3� t� VjU – ' w w BRYAN, TX 77802 V) W Lij FAX: (979) 731-0096 o=-- Z� 2 DATE ARE REPLACED BY 6' WALJK BE USED FOR CONSTRUCTION. U COMPLETE ISSUED FOR CONSTRUCTION 811105 Q 348 2 WATER LINE \ 1 SQUARE CT IN\\ p SIDEWALK IN LINE IIOWITH PROPERTY b LINE BETWEEN M DONALDS & s\ CALLAWAY SUB., c � PHASE TWO \ p BENCHMARK #2 11 ELEV=331.7: b RR SPIKE IN POWERPOLE AT SW i \ CORNER OF MARION PUGH AND \\ Q LUTHER STREET WEST "W1" — PLAN VIEW — SCALE: 1"=30' METCALF C Y F REFERENCE SHEET C1.4A FOR UTILITY NOTES, PRIVATE LOCATIONS &UTILITY DETAILS COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com s\ CALLAWAY SUB., c � PHASE TWO \ p BENCHMARK #2 11 ELEV=331.7: b RR SPIKE IN POWERPOLE AT SW i \ CORNER OF MARION PUGH AND \\ Q LUTHER STREET WEST "W1" — PLAN VIEW — SCALE: 1"=30' wl of — . vir_vv — HORZ: 1"=30' VERT. 1"=3' RABON ` METCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690-0329 FAX - (979) 690-0329 CELL - (979) 219-4174 ARCHITECT CRAYCROFT—PRICE ARCHITECTS 4131 NORTH CENTRAL, SUITE 550 DALLAS, TX 75204 OFF: (214) 522-6060 FAX: (214) 522-6076 SURVEYOR STRONG SURVEYING 1722 BROADMOOR, SUITE 105 BRYAN, TX 77802 OFF: (979) 776-9836 FAX: (979) 731-0096 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 811105 348 348 z w RABON A. METCAL • 88583 d AL..NG�� 5 1o� 2 V) 0 0 Z W to d- W > Q _j V) LLI Q Q 'Q Q = wox 0z 00 uj I- t2 t/1< :D O 2�ffi I r F. O 1 w O N z r Q> 4a � o II U)UO> 345 z W+>�Qw�mm J � Q �W � X 3: X X � � 2 �U I 34'S > = m NOTE: WATER LINE DESIGN IS BASED c/o XAVIER GARCIA Q ad ad z AUSTIN, TX 78746 OFF: (512) 732-1000 - J ON ROUGH SITE GRADING OCCURING I SCALE: AS SHOWN SUBMITTED DATE: JUNE 27, 2005 DRAWN BY: R.A.M. bi Uzi- _ _ O d w = H O J J S ¢ w w w >> w PRIOR TO WATER LINE CONSTRUCTION RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. w—o www–o C2m SHEET 11 OF 16 .. Q� "'� Q Q 342 3420 + X � J 00 � � J tr.z V, OOOp .�z� x 3 Fa - (n f- � to � .- (� N r��r �••� 339 339 All 3 2005 EXISTING GR UND (C/L WATER) EXISTING GROUND (C/L WATER 336 336 1 UPROPOSED -- ' --__ �_ II �I 333 333 o z -- --- — . ° 8" PVC (C909, CLASS 200) PUBLIC WATER LINE "W1" w oz "`- — �I u - II - __--___- __._ ` 3 30 330 it 327 327 II 66.00 L.F. OF O O 00 0 + I () to Cfl CO f d. - O aw 0 2 00 �M II �w 0+50 1+00 1+50 N II aw 2+00 2+50 3+00 3+50 4+00 4+50 5+00 I -N aw 5+50 6+00 6+50 7+00 7+508+00 M Mr") �w wl of — . vir_vv — HORZ: 1"=30' VERT. 1"=3' RABON ` METCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690-0329 FAX - (979) 690-0329 CELL - (979) 219-4174 ARCHITECT CRAYCROFT—PRICE ARCHITECTS 4131 NORTH CENTRAL, SUITE 550 DALLAS, TX 75204 OFF: (214) 522-6060 FAX: (214) 522-6076 SURVEYOR STRONG SURVEYING 1722 BROADMOOR, SUITE 105 BRYAN, TX 77802 OFF: (979) 776-9836 FAX: (979) 731-0096 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 811105 OF TEXgsOi .� ��P�E dd RABON A. METCAL • 88583 d AL..NG�� 5 1o� 2 V) 0 0 Z W to d- W > Q X0+0 F- �W �W LLI Q Q 'Q Q = wox 0z 00 uj I- t2 t/1< :D O 2�ffi I r F. O 1 w O N z r Q> 4a � o mz oZoUJ—^^ U)UO> O N W+>�Qw�mm J � Q �W � Qo U J 2 00 � � 2 �U Q U CLIENT INFORMATION ACC OP (CALLAWAY VILLAS) LP c/o XAVIER GARCIA 805 LAS CIMAS PARKWAY, STE. 400 AUSTIN, TX 78746 OFF: (512) 732-1000 FAX: (512) 732-2453 FILENAME: 0245W1A I SCALE: AS SHOWN SUBMITTED DATE: JUNE 27, 2005 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 178 — 0245 C2m SHEET 11 OF 16 \ A. 1. 12 13 10 \ 11 STA. 12+14.70: WATER LINE "W1 "= STA. 8+56.10: WATER LINE "W1" STA. 4+25.04: WATER LINE "W3" QQ E.T. 6 1-8"x6" (MJ) TEE E. T. 11-8"x8" (MJ) TEE � 2-8" (MJ) GATE VALVES &BOXES 8" 0 1-6" (MJ) GATE VALVE &BOX � c.o. 1-8" (MJ} 45' BEND 14- 1—STANDARD FIRE HYDRANT --- -- 8" 8" (w/23' LEAD) 1-8"x6" (MJ) REDUCER ap O 2 -FD C'S STA. 11+80.10: WATER LINE "W1" \ 2-FDC'S 2-FDC'S 1-8"x6" (MJ) TEE " • 1-8" (MJ) 45• BEND 6 VT. M.H. RIMA•I• X330 ` J 1-6" (MJ) 45' BEND 8» 1-6 (MJ) GATE VALVE & BOX w �3\ 1—STANDARD FIRE HYDRANT 8" w \ (w/16' LEAD) Ld W W — J o N 18. 42 37 W - 1014.78-s 18' 42' 37" E 6' WALK ` U _-____25' PROPOSED PUBLIC UTILITY EASEMENT 418'W 18"W �$"W__ ` �18"W 18"W 1 W 1_g"y� 18"W , 8.,w EXIS_ fIlM 18" PUBLIC 8" PVC C909, CLAS 20 0 ) WATER LINE MARION PUGH DRIVE PUBLIC WATER LINE W1 "W 6"W 6"W 6"w W 6"W 6" 6"W s"W 6"W 6"W s"W 6"W s"W s"W XISTING 6" PUBLIC WATER LINE mm — P OSED 25' PUBLIC CoCS ELECTRIC LINE I LITY EASEMENT ` ; \ \ \ w/VERIZON FIBER OPTIC a+, —�V ,� \ 5' PROPOSED PUE EXISTING 8" PUBLIC \ ITARY SEWER LINE 6" WATER LINE TO BE GROUTI % , \ by FILLED PER B/CS UNIFIED SPECIFICATION 1,10. 140 M PVT. M.H. \ ms \ N ( ` ROPOSED 25' PUBIC `r TILITY EASEMENT J. B. o L — r c� 13+ M.H. 4_!1!AR 8' 42' 37" E 8"ss " s 9 XI�G 8" P LIC \J �Y �6' WALK I 6" PVC (C909, CLASS 200 PUBLIC WATER LINE "W1" co — s"w s"W s"w EXISTING 8" PUBLIC SANITARY SEWER LINE » wi of — 8"w 8"w CALLED: 17.4422 AC. STA. —14+29.02: WATER LINE "W 6" TIE INTO EXISTING 6" WATER LINE 1-6"(MJ) 90' BEND 1-6" (MJ) GATE VALVE & BOX 6" 4+00 \ 9` \ byF -- M.H. \` ` oo-- 0 T.P. /2" 1. R. \ �- -"'------__ � EXISTING 18" PUBLIC EXISTING 6" PUBLIC ` WATER LINE WATER LINES \ 8"W 18"W 18"w b 8"W 18"W 8"W 01 s"ws"w s"w s"w 6Ns"W b � yF XISTING 6" PUBLIC WATER LINE s"W \ 7EXISTING 18" PUBLIC ` WATER LINE \ by mil viF-vv — SCALE: 1"=30' F =10 \ bye IL 8"w 18"w SQUARE CUT IN CORNER'OF SIDEWALK IN LINE WITH PROPERTY LINE BETWEEN McDONALD;S & CALLAWAY SUB., PHASE TWO BENCHMARK ##2 ELEV=331.7; RR SPIKE IN POWERPOLE'',,I AT SW CORNER OF MARION PUGH AND LUTHER STREET WEST NOTE: PUBLIC UTILITY REFERENCE SHEET C1.4A FOR UTILITY NOTES, PRIVATE LOCATIONS &UTILITY DETAILS mm — P OSED 25' PUBLIC CoCS ELECTRIC LINE I LITY EASEMENT ` ; \ \ \ w/VERIZON FIBER OPTIC a+, —�V ,� \ 5' PROPOSED PUE EXISTING 8" PUBLIC \ ITARY SEWER LINE 6" WATER LINE TO BE GROUTI % , \ by FILLED PER B/CS UNIFIED SPECIFICATION 1,10. 140 M PVT. M.H. \ ms \ N ( ` ROPOSED 25' PUBIC `r TILITY EASEMENT J. B. o L — r c� 13+ M.H. 4_!1!AR 8' 42' 37" E 8"ss " s 9 XI�G 8" P LIC \J �Y �6' WALK I 6" PVC (C909, CLASS 200 PUBLIC WATER LINE "W1" co — s"w s"W s"w EXISTING 8" PUBLIC SANITARY SEWER LINE » wi of — 8"w 8"w CALLED: 17.4422 AC. STA. —14+29.02: WATER LINE "W 6" TIE INTO EXISTING 6" WATER LINE 1-6"(MJ) 90' BEND 1-6" (MJ) GATE VALVE & BOX 6" 4+00 \ 9` \ byF -- M.H. \` ` oo-- 0 T.P. /2" 1. R. \ �- -"'------__ � EXISTING 18" PUBLIC EXISTING 6" PUBLIC ` WATER LINE WATER LINES \ 8"W 18"W 18"w b 8"W 18"W 8"W 01 s"ws"w s"w s"w 6Ns"W b � yF XISTING 6" PUBLIC WATER LINE s"W \ 7EXISTING 18" PUBLIC ` WATER LINE \ by mil viF-vv — SCALE: 1"=30' F =10 \ bye IL 8"w 18"w SQUARE CUT IN CORNER'OF SIDEWALK IN LINE WITH PROPERTY LINE BETWEEN McDONALD;S & CALLAWAY SUB., PHASE TWO BENCHMARK ##2 ELEV=331.7; RR SPIKE IN POWERPOLE'',,I AT SW CORNER OF MARION PUGH AND LUTHER STREET WEST "w1 to _ HORZ: 1 -=3C VERT. 1 "=3' III ............. '.. RABON M EMUF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com II, OFFICE - (979) 690-0329 FAX - (979) 690-0329 CELL - (979) 219-4174 ARCHITECT CRAYCROFT—PRICE ARCHITECTS 4131 NORTH CENTRAL, SUITE 550 DALLAS, TX 75204 OFF: (214) 522-6060 FAX: (214) 522-6076 SURVEYOR STRONG SURVEYING 1722 BROADMOOR, SUITE 105 BRYAN, TX 77802 OFF: (979) 776-9836 FAX: (979) 731-0096 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 811/05 � .. ��P�E OF TE�,gsaaa i '� ' deI/ .* � e RABON A. METCALF 0 �e io • 88583 • - • d 0��'•'•. /CE aatlss,•• AL• 4 I I' i J F- 0 Z w (n S� > X� I _ �C) I— W 3: LLJ Z z~ wQ W d _ �_0x O.. d0Ld ~ =CL ~ 21 0 Q ,� v'O r,0()d" p J Z� mz �OU Ob >O(n(7)UO O N -� Q Loi �- d w °° m ZF- Q � _ d�w�l- _j� ��0� w J0 F—U d d U I, CLIENT INFORMATION '' ACC OP (CALLAWAY VILLAS) LP c/o XAVIER GARCIA �'' 805 LAS CIMAS PARKWAY, STE. 400 AUSTIN, TX 78746 OFF: (512) 732-1000 FAX: (512) 732-2453 FILENAME: 0245W1A I SCALE: AS SHOWN SUBMITTED DATE: JUNE 27, 2005 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 178 — 0248 SHEET 12 OF 16 111111 m M111 6dek f1111111IM41111 NOTE: WATER LINE DESIGN IS BASED ON ROUGH SITE GRADING OCCURING PRIOR TO WATER LINE CONSTRUCTION� ,I MOM ICIIIIIIIIIIIIIIII wMOB- m_111111 � .• lims IIIIIIIIIIIIIIIIIMM HE - • •• r ��■��■�� r ■ ■111111 200 PUBLIC WATER LINE "Wl' ITI - 0 Elail (1* MAX PER JOINT) wNECESSARY REPLACE EXISTING _ SANITARY w/8" PVC (SDR -26, CLASS 160) TO PROVIDE A 18' JOINT iOF SEWER PIPE CENTERED UNDER A 18' JOINT OF WATER LINE — 20 L.F. OF CEMENT STABILIZED BEDDING 32 _. _ —■�� • sL.F.'�►� off■■�� ' ' = �� — �_�_�� e MIM MOM, Ll rqmgl�mi rolls' 1� &-T&TIJ Ire �# "w1 to _ HORZ: 1 -=3C VERT. 1 "=3' III ............. '.. RABON M EMUF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com II, OFFICE - (979) 690-0329 FAX - (979) 690-0329 CELL - (979) 219-4174 ARCHITECT CRAYCROFT—PRICE ARCHITECTS 4131 NORTH CENTRAL, SUITE 550 DALLAS, TX 75204 OFF: (214) 522-6060 FAX: (214) 522-6076 SURVEYOR STRONG SURVEYING 1722 BROADMOOR, SUITE 105 BRYAN, TX 77802 OFF: (979) 776-9836 FAX: (979) 731-0096 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 811/05 � .. ��P�E OF TE�,gsaaa i '� ' deI/ .* � e RABON A. METCALF 0 �e io • 88583 • - • d 0��'•'•. /CE aatlss,•• AL• 4 I I' i J F- 0 Z w (n S� > X� I _ �C) I— W 3: LLJ Z z~ wQ W d _ �_0x O.. d0Ld ~ =CL ~ 21 0 Q ,� v'O r,0()d" p J Z� mz �OU Ob >O(n(7)UO O N -� Q Loi �- d w °° m ZF- Q � _ d�w�l- _j� ��0� w J0 F—U d d U I, CLIENT INFORMATION '' ACC OP (CALLAWAY VILLAS) LP c/o XAVIER GARCIA �'' 805 LAS CIMAS PARKWAY, STE. 400 AUSTIN, TX 78746 OFF: (512) 732-1000 FAX: (512) 732-2453 FILENAME: 0245W1A I SCALE: AS SHOWN SUBMITTED DATE: JUNE 27, 2005 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 178 — 0248 SHEET 12 OF 16 I EXISTING 6" PUBLIC WATER LINE 3 EXISTING 16" DIP PUBLIC WATER LINE 6" WATER LINE TO BE GROUT FILLED PER B/CS UNIFIED SPECIFICATION NO. 140 FFERENCE SHEET C1.4A FOR C UTILITY NOTES, PRIVATE Y LOCATIONS & UTILITY DETAILS. E SHEET C2.5 FOR WATER LINE PROFILE VIEW. WELLBORN ROAD N F.M. 2154 u- I— ® -% .4C�'�ilII�lEa Il� UNION PACT+IC RAILROAD STA. 7+37.40: WATER LINE "W2" 1-8"x6" (MJ) TEE 8 8 16" STA. —0+00.00: WATER LINE "W2" 1-8" (MJ) GATE VALVE & BOX 6" 8" 8" TIE INTO, EXISTING 16" DIP WATER LINE — — — — J — r 1-6" (MJ) GATE VALVE & BOX 1-16"x8" (MJ) TAPPING VALVE & SLEEVE _ — — _ — — — _ _ _ 1—STANDARD FIRE HYDRANT C/-SrAHE't---j —_— — — 16" 1-8"X8" (MJ) TEE — _ — — — J _ _ — — -- — — — — CoCS ELECTRIC LINE ,> » =��> w/VERIZON UNDER=BU1 1-8 (MJ) GATE VALVE & BOX —PROPOSED-6--PU3LIC — _ 8 2-8" (MJ) 45' BENDS SANITARY SEWER LINE "S1"SPRINT FIBER OPTIC LINE — — — J ` EXISTING 8" PUBLIC �� SEE SHEET C2.5 1/2=1.`R 10.00" DIRECT BURY 48" COVER --'-,,J �"- S 26 13 17 E — 375.40 UT — — — — . —T — "- — — UT — — — — UT — UT — -� - _ SANITARY SEWER _ 6 u�= _ � � � � � � __UT�' -`Ug --"'�T-UT — — — ��i1T-- UT — UT — _ — --- —UT UT Q �7-»-.UT — —— — — — — — UT \1 /2>,I . R. _ HE — t-� �"E_� = ...BHG.._�, --- P-� — � --' — —� - d !E — 966. SS— - - —SS— SS— - =SS— - �-=- - --_-_- - -�-0HE- LURE E- - -0H QHE -0HE-�- - -0HE- - - -OHE- - - --6HE- - LURE- = - - -0HE�—= -0FtE - �- �;e--�S^�.:Es _ 1 = _ �HJ`�. - -0yE-_ —0HE _ _S-0HE -0H P.P. _ -r _ ----- - .. \ -SS l 8''ss— ass— _ _ $ s - a"ss 9"ss ass �lr � D A.I. I LO 3 8" PVC (C909, CLASS 200) PUBLIC WATER LINE "W4" 6' WALK I blevi!SPECIFICATION1 6" WATER LINE TO BE GRO FILLED PER B/CS UNIFIED NO. 4- t�PE ;; MW_ ROPOSED VARIABLE WIDTH PUBLIC UTILITY EASEMENT �- - OT Lo 8" STA. —0+09.65: WATER LINE "W2"= STA. 0+00.00: WATER LINE "W4" 8' 11-8" (MJ) 90' BEND 0 0 M.H. 5+00 \ +0 �` 7+00 S 26' 13 17" E �\ _ -�- 20' PROPOSED PUBLIC �� 30' PROPOSED PUBLIC �, UTILITY EASEMENT 'n I�,TILITY EASEMENT CIA� 8" PVC (C909, CLASS 200)7 L nm 8" PVC C909 CLASS 200 \`u, w A.I. PUBLIC WATER LINE "W2" A.I. ell PUBLIC WATER LINE W2 o STA. 3+32.40: WATER LINE "W2" 8" 8" 1-8"x6" (MJ) TEE 8" STA. 0+35.35: WATER LINE "W4" 6' WALK 1-6" (MJ) GATE VALVE & BOX �6" 6' WALK 1-8"x6"(MJ) TEE 1—STANDARD FIRE HYDRANT c o -- ll-r,kAA"( ) GATE VALVE &BOX 1 —1�� ® I---- �. ®C' I E.J._ 8" 1—STANDARD FIRE HYDRANT ® C.O. STA. 0+62.50: WATER LINE "W4" » ), \ 8 1-8 x6 (MJ) TEE 1-6" (MJ) GATE VALVE & BOX 1-8"x4" (MJ) REDUCER 6" It 1-4 (MJ) 90• BEND 4 1-4" (MJ) GATE VALVE & BOX r 1—BACKFLOW PREVENTOR & VAULT POOL 2" DOMESTIC METER & VAULT — _ _ 4 3/4" DOMESTIC METER & BOX w/TAPPING SADDLE — —� i A.I. 1 1/2" IRRIGATION METER & BOX w/TAPPING SADDLE WATER LINE "W2" — PLAN VIEW — STA. 0+00 to STA. 7+51 SCALE: 1"=30' SQUARE CUTIN CORNER SIDEWALK IN LINE WITH LINE BETWEEN McDONALI CALLAWAY SUB.. PHASE w )PERTY /t5LNUHMAKK gZ LLtV=JJ1. ' [L7j I RR SPIKE IN POWERPOLE' AT SW CORNER OF MARION PUGH AND / LUTHER STREET WEST T— LO + u- I— V) N U � — ur — I w w 70HE----0HE N Ww �— + +w 07 iEX 0 345 345 Z Q ~ )PERTY /t5LNUHMAKK gZ LLtV=JJ1. ' [L7j I RR SPIKE IN POWERPOLE' AT SW CORNER OF MARION PUGH AND / LUTHER STREET WEST WATER LINE "W2" — PROFILE VIEW — STA. 0+00 to STA. 7+51 HORZ: 1"=30' VERT. 1"=,3' T— + Q CSI U IwW w U) Ww Z (n J U I— Q RABON METCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL,: rmengineer@juno.com OFFICE - (979) 690-0329 FAX - (979) 690-0329 CELL - (979) 219-4174 ARCHITECT CRAYCROFT—PRICE ARCHITECTS 4131 NORTH CENTRAL, SUITE 550 DALLAS, TX 75204 OFF: (214) 522-6060 FAX: (214) 522-6076 SURVEYOR STRONG SURVEYING 1722 BROADMOOR, SUITE 105 BRYAN, TX 77802 OFF- (979) 776-9836 FAX: (979) 731-0096 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 811105 l OF TEXg �sd�+ 1 i .......... + •*t/ RABON A. METCA � / . 88583IZ s SES` ✓I J u- I— w �`O +>Q �— + iEX �-- 345 345 Z Zw —� ~ Jt_ 1 wQ ¢OX 342 II =1- 342 N = ^ CN af NOTE: WATER LINE DESIGN IS BASED ON ROUGH SITE GRADING &SANITARY SEWER RELOCATION OCCURING PRIOR TO WATER LINE CONSTRUCTION N Qoo + —m `l' x o ;,, = W Z 00 z `�' - Q W ,,, o a O a w w 2 V wQo -= w w o > 3:¢Z w>w O 0 ww (n V)U � m ..ZI- w U wwwE (0... a-��Q� �0 La 339 339 60 0) Oxy �Q �idC5NIEERING O u O + 00 00 x Q + lo Z = X .. .. ^ 00 t0 (n x <C Q Q 00 Q — r r r Q 00 00 to (n (n(n� W t= �- 04 (nr 336 336 A � PROPOSED GRADE -- — � - — �"" -' " � 333 333 o' — z FX121ING G 01 IND — .. — .... 00 EXISTING GRO ND G L WATER) 330 0 -Z N 18" PVC (C909, CLASS 200) Z-11PUBLIC WATER LINE "W2» _ ^ .. 8" PVC (C909, CLASS 200) PUBLIC WATER LINE "W2" ' 327 327 8" PVC (C909, CLASS 200) PUBLIC WATER LINE "W2" U.uum 324 324 759.65 L.F. OF STRUCTURAL BEDDING I c� O O O O O + I n O O o U-)00 F -u; + 0 N N to to M 2 Z II it rZw �w w w u- V)u- 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 WATER LINE "W2" — PROFILE VIEW — STA. 0+00 to STA. 7+51 HORZ: 1"=30' VERT. 1"=,3' T— + Q CSI U IwW w U) Ww Z (n J U I— Q RABON METCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL,: rmengineer@juno.com OFFICE - (979) 690-0329 FAX - (979) 690-0329 CELL - (979) 219-4174 ARCHITECT CRAYCROFT—PRICE ARCHITECTS 4131 NORTH CENTRAL, SUITE 550 DALLAS, TX 75204 OFF: (214) 522-6060 FAX: (214) 522-6076 SURVEYOR STRONG SURVEYING 1722 BROADMOOR, SUITE 105 BRYAN, TX 77802 OFF- (979) 776-9836 FAX: (979) 731-0096 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 811105 l OF TEXg �sd�+ 1 i .......... + •*t/ RABON A. METCA � / . 88583IZ s SES` ✓I J u- I— �`O +>Q �— + iEX �-- o w O cn Z Q ~ Jt_ 1 wQ ¢OX =1- 1 N Qoo + —m OV,UU)O>Z Lij + O a +0 V wQo d LO [� + J O 0 (n V)U � Q U CLIENT INFORMATION ACC OP (CALLAWAY VILLAS) LP c/o XAVIER GARCIA 805 LAS CIMAS PARKWAY, STE. 400 AUSTIN, TX 78746 OFF: (512) 732-1000 FAX: (512) 732-2453 FILENAME: 0245W2A I SCALE: AS SHOWN SUBMITTED DATE: JUNE 27, 2005 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 178 — 0245 C2.3 SHEET 13 OF 16 LO + Q VJ� N U I~ W W 1) WW ZW V) v ..I T Q T V_ LO t\ Q^ T^ V) N U I~ W W 0 WW Z W ___I U F_ Q T Cp, Olt \ U' ,4 EXISTING 8" PUBLIC \ SANITARY SEWER LINE b EXISTING 6" \ UBLIC \ STA. -12+26.20: WATER LINE "W2" WATER LINE \b TIE INTO EXISTING 6" WATER LINE 6» UNION PACIFIC RAILROAD 1-6" (MJ) GATE VALVE & BOX 6" \ 1-6" (MJ) 90' BEND \b STA. 12+12.12: WATER LINE "W2" o.CS-ELEC--TRIC-tfNE _ w,V[ERI70N UNDER -BUILD 1-6" (MJ) 22 1 /2' BEND b PRINT FIBERPOPO TIC-6I.NE � 6" PVC C909 CLASS 200 IR€eT- B4Y - 48" COVL ( " » ) EXISTING 8" PUBLIC PUBLIC WATER LINE W2 SANITARY SEWER LINE /2" I.R. b 2 — U — — — — UT—_ r—AUT �}—��--��- UT — — UT _ _ _ _ _ _ �_ G V i �J ! � — UT `�- UT — — — — UT — — — — UT — — — — UT — — UT — UT - - -0HE- -OH' HC_— -0HE - HE- - -0tj€- - - -0HE- - -0HE- - - -0HE- - -0HE E - 01iE- - -��-0 - - - H - - - - - - �81'IE E - e"ss ass �ss a sus a"ss a"ss M / \2-P.P. s 8+ 9 P.P. P.P. 12+00 \ r b \ S 26' 13 17" E 1S 26° 3'17" E_ \ 3 � o Ln \b \ 8" PVC (C909, CLASS 200) I O E.T. \ ?� 5' PROPOSED PUBLIC PUBLIC WATER LINE "W2" ❑ �' \ UTILITY EASEMENT ❑ I A.I. A.I. STA. 11+20.45: WATER LINE "W2"= � \ STA. 0+00.00: WATER LINE "W3" \ \ 1-8"x8" (MJ) TEE \ N \ 2-8" (MJ) GATE VALVES & BOXES 8" F.H. \ 6WALK 11-8"x6" (MJ) REDUCER b 6' WALK EXISTING 8"V'UBLIC Q C.O. \E T Q C 0 C. 0. ETT .O, \ \ \ SANITARY SEWE LINE BENCHMARK #1 ELEV=337.39 \ SQUARE CUTIN CORNER OF \ SIDEWALK IN LINE WITH PROPERTY LINE BETWEEN McDONALDS & CALLAWAY SUB., PHASE TWO 16 15 � 14 BENCHMARK2 ELEV=331.75 RR SPIKE IN POWERPOLE AT SW CORNER OF MARION PUGH AND LUTHER STREET WEST \ \ b 6" WATER LINE TO BE GROUT \ \ FILLED PER B/CS UNIFIEDLO SPECIFICATION NO. 140 CA \\ b \ 5' PROPO D PUE \ \ 25' PROPOSED P.U.E u - 0L/ -\iv Vit -W - SCALE: 1"=30' FIPBLIC E•� REFERENCE SHEET C1.4A FOR UTILITY NOTES, PRIVATE6'ITY LOCATIONS & UTIL 6 / >S / 6" WATER LINE TO BE GROUT FILLED PER B/CS UNIFIED SPECIFICATION NO. 140 A.I. EXISTING 6" PUBLIC/ SANITARY SEWER/ ti I\ E.T. O rho STA. 2+55.21: WATER LINE "W3" 1-8" MJ 22 1/2- BEND �I 8" PVC C909, CLASS 200 ) Q ' i �� 7' PUBLIC WATER LINE "W3" A.I. �-- - �- NOTE: PUBLIC UTILITY REFERENCE SHEET C1.4A FOR UTILITY NOTES, PRIVATE LOCATIONS &UTILITY DETAILS WATER LINE "W3" k Cp, Olt \ U' ,4 EXISTING 8" PUBLIC \ SANITARY SEWER LINE b EXISTING 6" \ UBLIC \ STA. -12+26.20: WATER LINE "W2" WATER LINE \b TIE INTO EXISTING 6" WATER LINE 6» UNION PACIFIC RAILROAD 1-6" (MJ) GATE VALVE & BOX 6" \ 1-6" (MJ) 90' BEND \b STA. 12+12.12: WATER LINE "W2" o.CS-ELEC--TRIC-tfNE _ w,V[ERI70N UNDER -BUILD 1-6" (MJ) 22 1 /2' BEND b PRINT FIBERPOPO TIC-6I.NE � 6" PVC C909 CLASS 200 IR€eT- B4Y - 48" COVL ( " » ) EXISTING 8" PUBLIC PUBLIC WATER LINE W2 SANITARY SEWER LINE /2" I.R. b 2 — U — — — — UT—_ r—AUT �}—��--��- UT — — UT _ _ _ _ _ _ �_ G V i �J ! � — UT `�- UT — — — — UT — — — — UT — — — — UT — — UT — UT - - -0HE- -OH' HC_— -0HE - HE- - -0tj€- - - -0HE- - -0HE- - - -0HE- - -0HE E - 01iE- - -��-0 - - - H - - - - - - �81'IE E - e"ss ass �ss a sus a"ss a"ss M / \2-P.P. s 8+ 9 P.P. P.P. 12+00 \ r b \ S 26' 13 17" E 1S 26° 3'17" E_ \ 3 � o Ln \b \ 8" PVC (C909, CLASS 200) I O E.T. \ ?� 5' PROPOSED PUBLIC PUBLIC WATER LINE "W2" ❑ �' \ UTILITY EASEMENT ❑ I A.I. A.I. STA. 11+20.45: WATER LINE "W2"= � \ STA. 0+00.00: WATER LINE "W3" \ \ 1-8"x8" (MJ) TEE \ N \ 2-8" (MJ) GATE VALVES & BOXES 8" F.H. \ 6WALK 11-8"x6" (MJ) REDUCER b 6' WALK EXISTING 8"V'UBLIC Q C.O. \E T Q C 0 C. 0. ETT .O, \ \ \ SANITARY SEWE LINE BENCHMARK #1 ELEV=337.39 \ SQUARE CUTIN CORNER OF \ SIDEWALK IN LINE WITH PROPERTY LINE BETWEEN McDONALDS & CALLAWAY SUB., PHASE TWO 16 15 � 14 BENCHMARK2 ELEV=331.75 RR SPIKE IN POWERPOLE AT SW CORNER OF MARION PUGH AND LUTHER STREET WEST \ \ b 6" WATER LINE TO BE GROUT \ \ FILLED PER B/CS UNIFIEDLO SPECIFICATION NO. 140 CA \\ b \ 5' PROPO D PUE \ \ 25' PROPOSED P.U.E u - 0L/ -\iv Vit -W - SCALE: 1"=30' FIPBLIC E•� REFERENCE SHEET C1.4A FOR UTILITY NOTES, PRIVATE6'ITY LOCATIONS & UTIL 6 / >S / 6" WATER LINE TO BE GROUT FILLED PER B/CS UNIFIED SPECIFICATION NO. 140 A.I. EXISTING 6" PUBLIC/ SANITARY SEWER/ ti I\ E.T. O rho STA. 2+55.21: WATER LINE "W3" 1-8" MJ 22 1/2- BEND �I 8" PVC C909, CLASS 200 ) Q ' i �� 7' PUBLIC WATER LINE "W3" A.I. �-- - �- RABON METCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690-0329 c� FAX - (979) 690-0329 ■� CELL - (979) 219-4174 ARCHITECT CRAYCROFT-PRICE ARCHITECTS W 4131 NORTH CENTRAL, SUITE 550 DALLAS, TX 75204 / 00OFF: (214) 522-6060 + FAX: (214) 522-6076 / N SURVEYOR • STRONG SURVEYING 1722 BROADMOOR, SUITE 105 BRYAN, TX 77802 V) U OFF: (979) 776-9836 FAX: (979) 731-0096 H CONSTRUCTION DRAWINGS V) ISSUED PRIOR TO THIS W w DATE ARE REPLACED BY Z v THIS SET & SHOULD NOT J BE USED FOR = CONSTRUCTION. SUBSTANTIALLY 6" STA. 0+00.00: WATER LINE "W3"= STAB 1+91.37: WATER LINE "1N3" Q COMPLETE T °° STA. 11 +20.45: WATER LINE "W2" 1 1/2" 1-8 x6 (MJ) TEE ISSUED FOR CONSTRUCTION 8/1/05 8 1-8"x8" (MJ) TEE 8" T.a" 1-6" (MJ) GATE VALVE & BOX 2-8" (MJ) GATE VALVES & BOXES i I I I2 -8"x4" (MJ) TEES 8» 1-8"x6" (MJ) REDUCER 4" 4" 2-4" (MJ) GATE VALVES &BOXES 1 -BACKFLOW PREVENTOR & VAULT 6" 3" DOMESTIC METER & VAULT _EXISTING 8" PUBLIC 4" DOMESTIC METER &VAULT SANITIRY SEWER ❑ _ 1 1/2" IRRIGATION METER & BOX -Coes LECTRIC LINE ® w/TAPPING SADDLE w/VE�ZON UNDER -BUILD E.T. FIBER OP IN BENCHMARK #1 ELEV=337.39 SPRINT DIRECT BURY 48" CO ER SQUARE CUT IN CORNER OF i- ' SIDEWALK IN LINE WITH; PROPERTY C.O. / 15 ri..n J a i INE "W3" - PLAN VIEW - SCALE: 1"=3C LINE BETWEEN McDONALDS & CALLAWAY SUB., PHASE TWO BENCHMARK #2 ELEV=331.7; RR SPIKE IN POWERPOLE AT SW CORNER OF MARION PUGH AND LUTHER STREET WEST'l N Q STA. 0+43.50: WATER LINE "W3" k P.P. J.B. 1-8" (MJ) 22 1/2- BEND 3� ON ROUGH PRIOR TO SITE GRADING OCCURING WATER LINE CONSTRUCTION Q❑ ■111■■•■ �■ ■■�� A.I. (�(,� I IS 63' 4 43�' W PROPOSED 15' PUBLIC I I � � UTILITY EASEMENT ti W -■ STA. 0+54.68: WATER LINE "W3" - ■� 1 III 1-8"x6" (MJ) TEE �■ '• .-�,,.1-'ii:I�°iLf,•!1�-`�� 8„ 1-6" (MJ) GATE VALVE & BOX ��:i•�l•�7 � iii■� E �_ �7� 1�1lltZ'z' `'"''® 8" 1 -STANDARD FIRE HYDRANT i — - �� N ,■ 1100 iF RABON METCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690-0329 c� FAX - (979) 690-0329 ■� CELL - (979) 219-4174 ARCHITECT CRAYCROFT-PRICE ARCHITECTS W 4131 NORTH CENTRAL, SUITE 550 DALLAS, TX 75204 / 00OFF: (214) 522-6060 + FAX: (214) 522-6076 / N SURVEYOR • STRONG SURVEYING 1722 BROADMOOR, SUITE 105 BRYAN, TX 77802 V) U OFF: (979) 776-9836 FAX: (979) 731-0096 H CONSTRUCTION DRAWINGS V) ISSUED PRIOR TO THIS W w DATE ARE REPLACED BY Z v THIS SET & SHOULD NOT J BE USED FOR = CONSTRUCTION. SUBSTANTIALLY 6" STA. 0+00.00: WATER LINE "W3"= STAB 1+91.37: WATER LINE "1N3" Q COMPLETE T °° STA. 11 +20.45: WATER LINE "W2" 1 1/2" 1-8 x6 (MJ) TEE ISSUED FOR CONSTRUCTION 8/1/05 8 1-8"x8" (MJ) TEE 8" T.a" 1-6" (MJ) GATE VALVE & BOX 2-8" (MJ) GATE VALVES & BOXES i I I I2 -8"x4" (MJ) TEES 8» 1-8"x6" (MJ) REDUCER 4" 4" 2-4" (MJ) GATE VALVES &BOXES 1 -BACKFLOW PREVENTOR & VAULT 6" 3" DOMESTIC METER & VAULT _EXISTING 8" PUBLIC 4" DOMESTIC METER &VAULT SANITIRY SEWER ❑ _ 1 1/2" IRRIGATION METER & BOX -Coes LECTRIC LINE ® w/TAPPING SADDLE w/VE�ZON UNDER -BUILD E.T. FIBER OP IN BENCHMARK #1 ELEV=337.39 SPRINT DIRECT BURY 48" CO ER SQUARE CUT IN CORNER OF i- ' SIDEWALK IN LINE WITH; PROPERTY C.O. / 15 ri..n J a i INE "W3" - PLAN VIEW - SCALE: 1"=3C LINE BETWEEN McDONALDS & CALLAWAY SUB., PHASE TWO BENCHMARK #2 ELEV=331.7; RR SPIKE IN POWERPOLE AT SW CORNER OF MARION PUGH AND LUTHER STREET WEST'l "W7" — pR(lr7ll P, X/Ir*W _ HORZ: 1"=3C VERT: 1 "=3' "W3" - PROFILE VIEW - HORZ: 1 "=30' VERT. 1"=3' >t� � �'CP-�E' OF TLcXgSa a as �...:.....................� RABON A. METCALF / 88583 i 0 /CENS .•�v a \ tiles SON _s' FO E LO co _j N U- • V) cl� CL //) Z LLJ W� �I SFX T� mowLLJ � W ~Q Tw Q_ Q 0- ox li T °- ai w 0 z M w � -I- Q F_ Q - a� i z �NI V) w dU} >w�tV o oo LL_Om �JoU)o MN " }' Q W �m U)m F_ Q m W �� F_ Wz �<o I zW LO _j W w —� J 0 0 Z�(f) A/ LO" " U _ -T U F- „? • Q `Z CLIENT INFORMATION ACC OP (CALLAWAY VILLAS) LP c/o XAVIER GARCIA 805 LAS CIMAS PARKWAY, STE. 400 AUSTIN, TX 78746 OFF: (512) 732-1000 FAX: (512) 732-2453 FILENAME: 0245W2A I SCALE: AS SHOWN SUBMITTED DATE: JUNE 27, 2005 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 178 - 0245 ■ SHEET 14 OF 16 ON ROUGH PRIOR TO SITE GRADING OCCURING WATER LINE CONSTRUCTION �■ 11�■■ ■111■■•■ �■ ■■�� ■■��■® OLL -■ - ■� 1 III �■ '• .-�,,.1-'ii:I�°iLf,•!1�-`�� :i•�l•�7 � iii■� E �_ �7� 1�1lltZ'z' `'"''® _ i — - �� ■—�� ,■ 1100 iF CD 0PH ��CzZ`�1�■O■ ■"its..-� - : - - - M IIIIIII �_ ■—__ ��7n1� �IyMli - ��■�� IIIIIIIIIIIIIII11WDEFLECT 3 JOINTS OF PIPE �11(1' MAX PER JOINT) PUBLIC WATER LINE 'fW2" PVC (C909, CLASS 200) PUBLIC WATER LINE "W3" no��MM�8 Mi��ME �� . Com■ _ � �■/�� 1�� ■F+1■� ■ 6" PVC (C909, CLASS 200) "W2' !PUBLIC WATER LINE EXISTING 8" SANITARY SEWER CLASS 1601) AS • • . •� - CENTEREDIPE • JOINTOF SEWER OF WATER LINE - 0 • Wmm i _ i IIIIIIIIIIIIIIIIIII'REPLACE IIIIIIIIIIIIIIIIIIIII; ��LTI:!■!■IT,!' .. _ .. , ■� . I�TT;111�.�■ ■ ��■�� ■ ��■�lll�.■;1.■�!!1��111�11��■ �/■tea■�a��m�e�:� �trai:�.� : - .:•m:�_��e»:�:, • - ® - �■ ■ ■ �■�1■�1■�_■■��_ �w :' ■�y�anrca�y:'!►'L�i■ �■1111■■■- X111■��■_ ��■�■11�■� ■�.`�■�� • ■�■111■�■� �InY1� tt:141�L7f Y �� ■��1■ ��■ ■��1■■�[�E+�■�■1 �■ ■ ��■ ■lip X11 ■��■ ii i • ti • i i ii i i ti i ti i ( i ii 0+50 ii i ii •i "W7" — pR(lr7ll P, X/Ir*W _ HORZ: 1"=3C VERT: 1 "=3' "W3" - PROFILE VIEW - HORZ: 1 "=30' VERT. 1"=3' >t� � �'CP-�E' OF TLcXgSa a as �...:.....................� RABON A. METCALF / 88583 i 0 /CENS .•�v a \ tiles SON _s' FO E LO co _j N U- • V) cl� CL //) Z LLJ W� �I SFX T� mowLLJ � W ~Q Tw Q_ Q 0- ox li T °- ai w 0 z M w � -I- Q F_ Q - a� i z �NI V) w dU} >w�tV o oo LL_Om �JoU)o MN " }' Q W �m U)m F_ Q m W �� F_ Wz �<o I zW LO _j W w —� J 0 0 Z�(f) A/ LO" " U _ -T U F- „? • Q `Z CLIENT INFORMATION ACC OP (CALLAWAY VILLAS) LP c/o XAVIER GARCIA 805 LAS CIMAS PARKWAY, STE. 400 AUSTIN, TX 78746 OFF: (512) 732-1000 FAX: (512) 732-2453 FILENAME: 0245W2A I SCALE: AS SHOWN SUBMITTED DATE: JUNE 27, 2005 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 178 - 0245 ■ SHEET 14 OF 16 ZDI W i EXISTING 8" PUIBLIC SANITARY SEWS I A.I. J � VT. M. H. I � EXISTING 18" PUBLIC 3 WATER LINE I 1 EXISTING 6" PUBLIC / WATER LINE / - / PROPOSED 25' PUBLIC t UTILITY E7SEMENT � J.B. A.I. / ' Q 1 1 L0O 8" PVC (C909, CLASS 200) / P? P t 00 WATER LINE "W3" I 3 M ® w w .qc&u *. n" - sv / PROPOSED 1 PUB _3 • UTILITY EASEMENT C14t' V ! U W S '71' 1=2 w 4+00 IW — _ r' EXISTING 8" PUBLIC w � M.H. SANITARY SEWER Li W 3 STA. 12+14.70: WATER LINE "W1"= 6" �' 3 —� STA. 4+25.04: WATER LINE "W3" zo41 2 1-8"x8" (MJ) TEE 8„ F. .1�5 1 C) 2-8" (MJ) GATE VALVES & BOXES I 3 �— 1-8" (MJ) 45' BEND 8„ t I Q ` d 1-8,,x6" (MJ) REDUCER 3 I � 12 c. o. PVT. M.H. I I 1 1 I 1 � , 1 I ; /z I ! eo 0 T. I I � I %A/ATC*Q I LAIC' "W -K" _ ai AKi voP*W _ CTe 7 -j -RR 336 oo NOTE: PUBLIC UTILITY REFERENCE SHEET C1.4A FOR UTILITY NOTES, PRIVATE LOCATIONS &UTILITY DETAILS 4+00: WATER ------------ / PROPOSED 1 PUB _3 • UTILITY EASEMENT C14t' V ! U W S '71' 1=2 w 4+00 IW — _ r' EXISTING 8" PUBLIC w � M.H. SANITARY SEWER Li W 3 STA. 12+14.70: WATER LINE "W1"= 6" �' 3 —� STA. 4+25.04: WATER LINE "W3" zo41 2 1-8"x8" (MJ) TEE 8„ F. .1�5 1 C) 2-8" (MJ) GATE VALVES & BOXES I 3 �— 1-8" (MJ) 45' BEND 8„ t I Q ` d 1-8,,x6" (MJ) REDUCER 3 I � 12 c. o. PVT. M.H. I I 1 1 I 1 � , 1 I ; /z I ! eo 0 T. I I � I %A/ATC*Q I LAIC' "W -K" _ ai AKi voP*W _ CTe 7 -j -RR 336 G 318 nl nKI • 1"= NOTE: WATER LINE DESIGN IS BASED ON ROUGH SITE GRADING OCCURING PRIOR TO WATER LINE CONSTRUCTION 8" PVC (C909, CLASS 200 WATER LINE "W4" w BENCHMARK #1 ELEV=337.39 SQUARE CUTIN CORNER OF SIDEWALK IN LINE WITH PROPERTY LINE BETWEEN McDONALDS & CALLAWAY SUB., PHASE TWO BENCHMARK #2 ELEV=331.75 RR SPIKE IN POWERPOLE AT SW CORNER OF MARION PUGH AND LUTHER STREET WEST "".mai®� • rise _r _� 8" PVC :WATER oo 330 REFERENCE SHEET C1.4A FOR UTILITY NOTES, PRIVATE LOCATIONS, &UTILITY DETAILS 4+00: WATER 2 CV Q� 322 IW W wo W 324 2 V) 2W rn v F- oZ w>Q 2 CL J U O V) Lu —331 I E- W � d � G 318 nl nKI • 1"= NOTE: WATER LINE DESIGN IS BASED ON ROUGH SITE GRADING OCCURING PRIOR TO WATER LINE CONSTRUCTION 8" PVC (C909, CLASS 200 WATER LINE "W4" w BENCHMARK #1 ELEV=337.39 SQUARE CUTIN CORNER OF SIDEWALK IN LINE WITH PROPERTY LINE BETWEEN McDONALDS & CALLAWAY SUB., PHASE TWO BENCHMARK #2 ELEV=331.75 RR SPIKE IN POWERPOLE AT SW CORNER OF MARION PUGH AND LUTHER STREET WEST "".mai®� • rise _r _� 8" PVC :WATER (C909, CLASS 200) LINE "W3"— NOTE: PUBLIC UTILITY REFERENCE SHEET C1.4A FOR UTILITY NOTES, PRIVATE LOCATIONS, &UTILITY DETAILS 4+00: WATER LINE BEND ;I ml �TT7f►�i LO Co NN .M I - _j U)LL. 3+0 3+50 4+00 4+50 WATER LINE "W3" — PROFILE VIE HORZ: 1"=30 VERT: 1 "=3' POOL I �� -_ EXISTING 16" PUBLIC7 WATER LINE _... ss.. — T L11i 6" SANITARY SEWER TO BE GROUT FILLED F.D.C. PER B/CS UNIFIED SPECIFICATION NO. 140 - COORDINATE ABANDONMENT & BY -PAS O I i 3 I PUMPING w/CoCS CITY INSPECTOR W.M. 0 C.O. ®® E.T. F.P. ®C.O. 6' WALK 6' WALK C.O. STA 0+00.00: SANITARY SEWER LINE "S1" STA 3+99.72: SANITARY SEWER LINE "S1" TIE INTO EXISTING MANHOLE & REPLACE AS -BUILT ALIGNMENT TIE INTO EXISTING MANHOLE & REPLACE MANHOLE RING & CONE ( EXSTING RING & CONE ANG. LT. _ 179' 0T 53" PROPOSED 8" PUBLIC ( ANG. LT. N 163' 44' 25" 4-FDc's I A.I. WATER LINE "W2", � 6" PVC (SDR -26, D3034) NO SIDE SHEET C2.3 E (STING 6" � I ❑ A.I. Pueuc SANITARY SEWER LINE "S1" I SANITARY 1 SEWER — --� C 5' OFFSET Nl M -- M -- M -- M \ M -- M - M -- M -- M -- M -- M \M - M - �� THE WEST uu fl �P.P./ + HQ _ -3HO- - -3H - .► w 3H0 - -3H0 - 1 /2'`R' \ \ — In — — .in — — — — In In �- In I n — In In — — In —' — — ._ ._ _ ,_ — to _� S26*13'17"E-375.40' /! C/3 1/2" I T R 1/2" I.R. o DESIGN Q Cn / ��tsTING-� BLic— _ 30 _eROPOSED PUBLIC �� ALIGNMENT o L � 1/2" —--SANtT�kRY-AWE - — TILITY EA-SEMENT � �i �PRIf�--FIB€-F� OFzTI�LIR}�- x-32= s-- __. LZ`' --- o� o � o �EGT-BUR`S-� 4&- COVER _` 333— — —�34-- — � �_ �r „ — — — �- — — 6 PVC (SDR-261,CLASS 160; 335- SANITARY SEWER',: LINE "S1" HHHHM UNION PACIFIC RAILROAD STA 3+41.54: SANITARY SEWER LINE "S1" 4'0 STANDARD MANHOLE w/32" O RIM & EXISTING 6" PUBLIC COVER WATER LINE WELLBORN ROAD N F.M. 2154 ANG. RT. _ 167' 57' 10" 348 342 W z J W 345 339 N r z Q 342 336 0+ 3391333 3331327 3301324 327 321 r,�o I N M 324 318 O - 00 to W � U_ 0+00 6" PVC (SDR 26, D3034) SANITARY SEWER LINE "S1" EXISTING 16" PUBLIC WATER LINE ILT11 7 �E "S1 " = PLAN VIEW — STA. 0+00 qrAI F• 1 =In AS -BUILT GRADE NOT REFLECTED IN PROFILE DRAWING CETER 18' JOINT OF SEWER LINE ON WATER LINE, SEE DETAIL SHEET C3.1 30 L.F. - 6" P (SDR 26, CLASS 160) SANITARY SEWER LINE "S1" 6" PVC (SDR 26, CLASS 160 SANITARY SEWER LINE "S1" 0+50 1+00 1+50 2+ 00 2+50 3+00 3+50, SANITARY SEWER LINE "S1" — PROFILE VIEW — STA. 0+00 to END HORZ: 1"=30' VERT. 1"=3' z W 342 330 327 324 321 Ic RABON METCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690-0329 FAX - (979) 690-0329 CELL - (979) 219-4174 ARCHITECT CRAYCROFT—PRICE ARCHITECTS 4131 NORTH CENTRAL, SUITE 550 DALLAS, TX 75204 OFF: (214) 522-6060 FAX: (214) 522-6076 SURVEYOR STRONG SURVEYING 1722 BROADMOOR, SUITE 105 BRYAN, TX 77802 OFF: (979) 776-9836 FAX: (979) 731-0096 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 811105 .� .Z:-� of dd RABON A. METCAL / d ' . <ICE J NOTE: PUBLIC UTILITY REFERENCE SHEET C1.4A FOR UTILITY NOTES, PRIVATE LOCATIONS, &UTILITY DETAILS 348 342 W z J W 345 339 N r z Q 342 336 0+ 3391333 3331327 3301324 327 321 r,�o I N M 324 318 O - 00 to W � U_ 0+00 6" PVC (SDR 26, D3034) SANITARY SEWER LINE "S1" EXISTING 16" PUBLIC WATER LINE ILT11 7 �E "S1 " = PLAN VIEW — STA. 0+00 qrAI F• 1 =In AS -BUILT GRADE NOT REFLECTED IN PROFILE DRAWING CETER 18' JOINT OF SEWER LINE ON WATER LINE, SEE DETAIL SHEET C3.1 30 L.F. - 6" P (SDR 26, CLASS 160) SANITARY SEWER LINE "S1" 6" PVC (SDR 26, CLASS 160 SANITARY SEWER LINE "S1" 0+50 1+00 1+50 2+ 00 2+50 3+00 3+50, SANITARY SEWER LINE "S1" — PROFILE VIEW — STA. 0+00 to END HORZ: 1"=30' VERT. 1"=3' z W 342 330 327 324 321 Ic RABON METCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690-0329 FAX - (979) 690-0329 CELL - (979) 219-4174 ARCHITECT CRAYCROFT—PRICE ARCHITECTS 4131 NORTH CENTRAL, SUITE 550 DALLAS, TX 75204 OFF: (214) 522-6060 FAX: (214) 522-6076 SURVEYOR STRONG SURVEYING 1722 BROADMOOR, SUITE 105 BRYAN, TX 77802 OFF: (979) 776-9836 FAX: (979) 731-0096 CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTION. SUBSTANTIALLY COMPLETE ISSUED FOR CONSTRUCTION 811105 .� .Z:-� of dd RABON A. METCAL / d ' . <ICE J 2 wo JCL V) U- F- oZ w>Q CL J Ix%� O V) Lu I I— W �~ W � 2 � Q� JT- I..L.0 Q_� d� O I0 � M W _ F= d Z N O 1 ON %7Z J doom o _ 0 JZI-m w � �,OV�00o W W � �-- d � O Q Q 0° CWS d �W �� w Qow U J WU J 00 O uj� 2 MU d d U i- 2 d M CLIENT INFORMATION ACC OP (CALLAWAY VILLAS) LP c/o XAVIER GARCIA 805 LAS CIMAS PARKWAY, STE. 400 AUSTIN, TX 78746 OFF: (512) 732-1000 FAX: (512) 732-2453 FILENAME: 0245S1A I SCALE: AS SHOWN SUBMITTED DATE: JUNE 27, 2005 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RABON METCALF ENGINEERING CLIENT NO. 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