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10 9 8 7 5 5 4 3 2 MATCHLINE CG102 MATCHUNE - CG102 es��sr�et�r���'tae = ewe �,ta���y w�wwwaaw�nr�,w�w a �si�i�r trrrartrrr�v�tawwrw�sarstwwt s��a �rrsts rrr se�� 1-4 X4 4-SIDED INLET -- -;, SCOTT & WHITE MEMORIAL ABBREVIATIONS:/ 29� y f��t G~294 00 .. G = GUTTER = R / 0 <9 -- \ \� HOSPITAL FL (24 RCP)=291 00 \ SCOTT SI-fER1i'�IOOD AN3 TC TOP OF CURB o / �� v REFERENCE CONSTRUCTION ` i \ \ \ � I H BRINDLEY FOUNDATIONS H ANEW HP TOP OF GRATE / 29� <<\ DETAILS - DRAINAGE \ - HIGH POINT / o LP = LOW POINT / r� \ \ 1 w OR GROUND ELEVATION TW = TOP OF WALL BW BOTTOM OF WALL \N � � SCOTT & IT HOSPITAL. FL =FLOW LINE �, \\ o T.O.R. -TOP OF RAIL / / � \ / / � \ \ � o � �- � FS =FINISHED SURFACE / / / / / M COLLEGE STATION, T / GB = GRADE BREAK BVC =BEGIN VERTICAL CURVE EVC = END VERTICAL CURVE �2 below.. 40�1 6 Of" BS "-ow whaf, TEXAS REGISTRATION #F 2966 _ 'Call before d1,041 you 1 �v / / / �� / ' 2705 BEE. CAVE ROAD, SUITE 300 1111 29 3 ` ---� \ AUSTIN, TEXAS 78746 j j { LEd13 / / ATHER 1 29 "`- FL (24" RCP)=288.70 ' MOON - MAYORAS PROPERTY BOUNDARY / / 1-5' CURB INLET / / 95.92 \ ° FL (48" RCP)=286.70 \ \ ARCHITECTS, TC=294.80 � 1 INc. - EASEMENT OR SETBACK '�� / / / / G=294.30 I / \ \ 29 .96 / / �g FL 18" RCP =290 90 2 c9 - -8 J� 0`' ExisTING CONTOUR / / / ( " )- � � p /// FL (18 RCP)=290.90 /� ' r1 296.62 7.14 p. ------300 PROPOSED CONTOUR REFERENCE CONSTRUCTION 297. 1 298.34 '� � <- 302.00 \ DETAILS DRAINAGE +� `--'...""'.. t o RETAINING WALL ` / / / / 1-10 CURB INLET ----.8.610t ,, , OWNER: �, r cV I -�----.__ 2 9 2 9.00 �, TC=294.90. SCOTT & WHITE MEMORIAL GABlON \ / � - 299.12 299.49 � � � I 484-238-8982 / 1-5' CURB INLET / v G=294.40 STORM. SEWER .MANHOLE ./ ?�A TC-294 80 / % � � ra � " 29 66 300.00 0 / - / � a, FL (24. RCP)=290.00 a' � TEMPLE, TEXAS 7f508 Q STORM DRAIN JUNCTION Box / / i G=294.30 N / FL (18" RCP)=290.50 Nco 00.47 301.00 .00 ® DRAINAGE INLET / / FL (18" RCP)=291.20 0� REFERENCE CONSTRUCTION \ N 01.00 3 1.72 ENGINEER: Q CURB INLET � / � / / REFERENCE CONSTRUCTION N DETAILS - DRAINAGE \ I 302.00 JOEL R. BOCK, P.E. #98"1 DETAILS -- DRAINAGE N STORM SEWER LINE � / --```- � � , / �� / 95.00 `--- �_ \ , I � JACOBS ENGINEERING C 29 6.44 512-314-3100 PROPOSED SPOT ELEVATION ��y / / "`- _ r / / \ / � / / � � '`-- � � AIiS TN TEXAS. ROAD,EE CAVE 8?4S�9i'fE 300 �' j SCOTT & WHITE SITE - 37.12 ACRES 1 0 96; 00 \ ZONING - PDO - ORDINANCE #2010-3300 / _ t 296-`___--...,_ 9 4.9 \ \ \t / / / 298 297 2/ 2 ,' 98 �FL (18" RCP)=285.58 / l / `� 295. ` `--- --"`" FL (24" RCP)=285.08 1.r / / / R / / \ \_ �a ISSUED FOR REVISION [SATE / / f �; / / �� \ 294 5.05 Zg5 \ 296 25 -il , IE ISSUED FOR ASI06 08/10/2012 1-10 CURB INLET 296.75 TC=301.65 296. G=301.15 I P 95. 0 � 296.46 `�"` _ � 30 .15 ti ��a� ��` 294.00 °' FL (18" RCP)=297.15 / / , � 95.9 --- REFERENCE CONSTRUCTION Q � ` / 1 0)N \ �� DETAILS -DRAINAGE �,. 301.10 30 _ 29 .9 N �' \ � 5 q>�� / / / f \, 2 .04 �'` 296.00 297.0 300 � 297.2 a� 2 .95 / 30o a / 293.00 •, \ 296 / ��, N 29 .6 \ \ \ 297.46 299.- 00:20 / z �� CURB INLET \ i ���'/ 30 \ 299.68 / 96 \ \ G=298.25 r,.,/ , FL (24" RGP)=294 r � ��. ���4�� � � .'. .. � REFERENCE CONSTRUCTION / y •25 for new '� ; € R � 0 300.4 \ \ DETAILS DRAINAGE 98; 6 rai z � �`L ,2'�� / / \ 96. 0 \ \\ E���', rl�� r _ / FL (6" PVC)- 93.50 0 15' 30' 60' A rf Cg U = gu ru tour u �, I inn 1 29 �} i 298.00 1 REF. MEP FOR Na rr o ate av a del t � terface-. 'i open° � . �101 A. 98.0 �°� 00. 0 \ CONTINUATION � 29 37 \ rr, . E 7 x I r µ F� r ICI wai .� 2 0 � J / a � , t 9A8 �2 op" SCALE:1 30 _:� r .r.:� I f M z t: �; ° _ _)ration2 / FL (36" RCP)=283.72 f b e , . �P�o i / 20 ,�� T rn \ ` \ �. 0 / �� / r 89 3o0. FL (3 PVC)=293.50 �, * ; • 9?� \ \ ...,..::: ..................... e e i i � REF.- MEP FOR CONTINUATION � 296.4 \� 99.40 Ni i FL (36" RCP)=283.75 �..:....................... eA� ��, 299.25 9 FL (3 PVC)=286.50 \ jt �� .. + 98"1 ,IN \ ,f 4 SS .....• �v, / - 2 9 � � -- \ � � \\ � 298.24 /�� � �010, FL (36 RCP)=283.87 �Ilk 'ONAL � 1-24" SD PLUG _--- 29 .0 \ 29 .8 \ \ y 298.00 ���- / 2 00.40 FL (36" RCP)=284.04 KEY PLAN: 2 PAST BOG \ �. \ / / ` FL (10" PVC) =286.20 1 FL 24 RCP =288.00 _ REFERENCE CONSTRUCTION _ 29 .9 7 i FL (10" PVC)=293.50 2 .9 2 �- 1-3 X10 JUNCTION BOX REF. MEP. FOR CONTINUATION DETAILS -DRAINAGE / 297.81 � � 1 g .� ir € `, RIM ELEV,=299.85 1-10 CURB. INLET \ �, �` \ `� / 300.40 FL (12 PVC !N)=285.04 TC=293.40 \, ` 2 7.9 \ FL (24" RCP IN)=284.94 --C Li NfC " G=292.90 293.00 �i " \ o�i � '7 29 5 �` \ � \ \, ,��`��' � 2 91 � (30 RCP IN)-=284.34 \ � FL (24 RCP)=287.75 \ / N �' \ 98.00 \ / 298. FL (36 RCP _OUT)=284.24 \ FL (10 PVC)=293.50 REFERENCE CONSTRUCTION " 298.02 \ 19 / 9 �� REFERENCE CONSTRUCTION REF. MEP FOR o DETAILS - DRAINAGE / FL (30 RCP)=284.72 \ ✓ \ DETAILS DRAINAGE CONTINUATION LOT 1 N 29 1 FL (12" PVC)=285.42 , \ / ,, / \ 0 BLOCK 1 N d, N 292.00 / .. / \ / / / �� 98.73 C'� 1--12" AREA DRAIN 300.4 t v SCOTT & WHITE HEALTHCARE N / ,� i ��-�/� TG=297.50 3®0 W SUBDIVISION 1 / �`Z �\ \ VOL. 10179, PG. 50 M 298 5 298.73 29 0 �� 9 FL 12" PVC=296.50 oQ.4 O.R.B.C.T° \ 29 299.40 I DRAWING TITLE tV - �298. 8. GRADING & DRAINAGE 98.30 \ 4 � \ � , n aV _s.�a�asw��® i i...��/�i���if rra� �irr �rw� ■fi� 3 \ PLAN MATCHLINE - CG106 GENERAL NOTES: MATCHLINE -- CG106 UTILITY CROSSINGS: 8" WWL=280.98 24" SD=291.01 Z 24" SD=289.42 12 WL=294.18 3 8" WWL=281.35 30" SD=284.35 -- FL (10 PVG)=288.32 FL (10 PVC)=290.49 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND FL 12" C = " " JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER APPURTENANCES AS CALLED OUT ON THESE PLANS. ( PV } 287.15 FL {12 PVC)=288.32 FL (12 PVC)=290.49 FBW96852 11161 10" SD=291 45 • 2. ALL GRAVITY LINES ARE TO BE INSTALLED FROM DOWNSTREAM TO UPSTREAM. 4 8" WWL=289.85 3. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO WARNING! DRAWING NUMBER THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE 1 G O4 LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE GREATER THAN 2% AND RUNNING SLOPES ARE NO GREATER THAN 5%. IF RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE T LEAST ANY DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR CALL L SYSTEM 0 811 FOR LOCATI ON OF ALL UTILITIES,, A T 48 HOURS SOLUTION. PRIOR TO CASTING CONCRETE. PRIOR TO BEGINNING CONSTRUCTION. PRINT DATE 1® 6 .5 4 MATCHLINE - CG103 MATCHLINE CG103 �ar oas.e_.r�e�oir®Arm.�.tir�A. � sa� .s � iraassnt�wwa.w��.rsoot.a.o ar■■.Crr�i���rrrirrsrrrirnrrrrrs��■earar����wws . �.° . SCOTT & WHITE MEMORIAL 0 1 DRILL SITE AND HOSPITAL o -{- ACCESS EASEMENT �� 1- 9' DIA. SD MANHOLE GENERAL NOTES: _. . . � sco-�-r, sHERWooD AND v � VOL. 7095, PG. fib / / � RIM ELEV.=315 50 Y s . O.R.B.C.T. / " �. 1. CONTRACTOR SHALL FURNISH AND INSTALL BRINDLE' Y I*OUNDATIONS ti f . / 9 \ FL 18 RCP -- \2 / I ( IN) 291.10 / ALL MATERIALS AND APPURTENANCES AS H FL 18" RCP OUT =291.04 z � � �s • � ( � ! ( )" � ..CALLED OUT ON THESE PLANS. t rs3 REFERENCE CONSTRUCTION L / M ETAILS -- DRAINAGE / 2. ALL GRAVITY LINES ARE TO BE INSTALLED 14.25 \ FROM DOWNSTREAM TO UPSTREAM. SCOTT & WHITE HOSPITAL,- / 3. CONTRACTOR SHALL FORM SIDEWALKS AND y w . � COLLEGE STATION.,,�^ 8 VERIFY SLOPES PRIOR TO POURING Tx CONCRETE. . CONTRACTOR, SHALL ENSURE F THAT CROSS SLOPES ARE NO GREATER s'2 f ,y*• \ ,/EMA Amp THAN 2% AND RUNNING SLOPES ARE N0 GREATER THAN 5%. IF ANY DISCREPANCY 1 0 ARISES, CONTRACTOR SHALL CONTACT 314 3n at Is ^� TEXAS REGISTRATION #P-2966 - 14.00 � . ENGINEER FOR SOLUTION, PRIOR TO -=� '� / t CASTING CONCRETE. �. 2705 BEE CAVE ROAD, SUITE 300 1 I \ "� / 3�3 314.48 0 ` AUSTIN, TEXAS 78746 �, call efbom + / ! p 312 / �n � ` MOON � MAYORAS G LEGEND ARCHITECTS, IfiIC. 1 PROPERTY BOUNDARY f 1-4'X7' JUNCTION BOX \ � � RIM ELEV.=302.70 � / 310 313 � � _ � - -- EASEMENT OR SETBACK FL (18" RCP IN)=286.30 � � �� � " _ o / ,/ _ - -- EXISTING CONTOUR 23 PUB C ACCESS EA ENT _.. 830 1 FL (48 RCP IN)-283.80 rn / 3p ' __--- LOT 3 , f VOL. 179, PG. 50 3r OWNER: FL (48" RCP OUT)=283.70 t � 3 BLOCK 1 i ._----------300------'� PROPOSED CONTOUR SCOTT�& WHITE MEMORIAL 0. C.T. � SCOTT ac WHITE HEALTHCARE' , � REFERENCE CONSTRUCTION � / 30 / 484-238 9 2 8 -' RETAINING WALL -8 8 DETAILS -DRAINAGE / _--- --- SUBDlVISIO�L- o ..- 2400 S. 31ST STREET to / �'�VOL. 10W9, PG. 50 GABION TEMPLE TEXAS 76508 Per the t hed k h, revise ledge i Ior 307 / r-'O.R.B,C.T. i STORM SEWER MANHOLE .� � \ � 3 312 _ _--- .t the �'lai�� r�tr I � ' � � � �,:ei1�.c � � » � � �? % �� ._---. r""` ---- ® STORM DRAIN JUNCTION BOX ENGINEER: ,� 30 FL (1 RCP)=284.44 \ --'' ccomm d to arf1.C17B is we I m r�lr A. 6 ,�� _ / JOE . R. BOCK, P.E. #98441 FL RCP)--282.94 -- 0 DRAINAGE INLET 1, 10 1 C anc Ze \-a I i q t of the/ 512-314-3100 , \ r CURB INLET' \ / JACOBS ENGINEERING side 1Frrcp t nor hta Lir, w omplet6 30S 1--2'X2' AREA INLET 3r STORM 2705 BEE CAVE ROAD, I i l l l 'ai n f 1pew .rp 'airs, TG=300.00 1 OR SEWER LINE C D, SUITE 300 p / FL (18" RCP)=296.00 LOT 1 PROPOSED SPOT ELE`dATION AUSTIN, TEXAS 78746 .00 REF. CONST. DTLS. -DRAINAGE BLOCK 1 \ SCOTT & WHITE SITE - 37.12 ACRES FL 36" RCP -283.0 1 C )." \ a � � `��0 SCOTT & TE HEALTHCARE 311 � ._--- 6 1-10 X10 JUNCTION BOX SUBDI N 1 \ ABBREVIATIONS, ZONING PDD - ORDINANCE #2010-3300 � / RIM ELEV.=302.00 yr Lf� � 02.41 3 ' G = GUTTER j' .,„d.3 \ , FL (18" RCP IN)=284.26 O.R.B.G.T. ,. �-- `'� �- .r--' TC _ TOP OF CURB FL (36" RCP IN)=282.86 ---- 310. 01 __�-- _- TG _. TOP OF GRATE ' 3 1.80 3 \ / FL (48" RCP IN)282.86 9 _ `�` _--- HP = HIGH POINT J 5 10 FL (3'X8' RCBC OUT)=282.76 -- 370 .! LP _ LOW POINT 0 - REF. CONST. DTLS. -- DRAINAGE OR GROUND ELEVATION TW = TOP OF WALL i 0 , 308 -�' BW = BOTTOM OF WALL .60 1-2 X2 AREA INLET a \ TG=299.50 \ \ FL = FLOW LINE ISSUED FOR REVISION DATE E T.O.R. = TOP OF RAIL 1 301 300.. - � FL (18" RCP)=293.00 co FS =FINISHED SURFACE ISSUED FOR Asio6 0811012012 30�`�� r. REF. CONST. DTLS. - DRAINAGE \ GB =GRADE BREAK BVC -- BEGIN VERTICAL CURVE 1-5' CURB INLET 3 EVC = END VERTICAL CURVE �3Q � \ TC=301.47 3p 308. ' 9 09.15 O9 f. , .i V � ra _%... G=300.97 309.00 1 3 ii, FL (18 RCP)=292.74 - - - 8.44 REF. CONST. DTLS. DRAINAGE \ \ Pavement ra ire � �. � :.�, RFk � FL (18" RCP)=290.58 3p AGE � s1 revisions &o � •�O \ �. .\ �#� t 8 6 3® 308.27 . G 300.40 \ FL (10" RCP)=291.24308.381 ® o �cs drain- i £ 308 300.40 .40 fi . n FL 18" RCP = 30 accessible a -i g 300. 1- � e FL 18" RCP gra ( )- ` 287.9fi _e', N _ 299.5 �F. / r FL kb-- PVC--289.09 \ r' x1 northeast () 30 .4. : FL (18" RCP)=283.65 FL 6" =289.09 0 the MOB FL {3,X8, RCBC)=282.15 PVC . 305. - 6 306 - 306.6 s . _ r FL (6" PVC)-293.50 3 0.40 \ h3 REF. MEP FOR. 1-2'X2' ..AREA. INLET. - -�'0 � \ --- -- . - © \ 304. 307 CONTINUATION 300.4 \ \ TG=300.00 S 306. \ - --- -- \ FL 18" RCP =296.00 307.00 FL 36 ) REF.CONST. RCP=2$3.16 � \ ( ( ' 304.62 p � � \ . 1 \ FL (24� RCP)=284.1 fi DTLS. -DRAINAGE ' 3 r ✓ ~-- � FL 6 PVC=285.56 0.4 299. �© \ � \ 304.74 \ 0 ,..�..--- c 1 " ° \ o 304.06 \ s 0 15, 30' 60` FL (10 PVC)=293.50 300.40 04_ REF. MEP FOR .CONTINUATION 304. ..�..� ----� � 3 �' _ _ __ __ -- _ 3p 06 CALE: 1" = 30` 1 5 CURB INLET 00.25 9.05 0�r, 0 1 303.5 9 S 306.79 TC=299.00 0. 299.00 306,�0 ...., r� �✓ G=298.50 3 ..- � 0 1 306.14 299.41 I f \ 03.15 303.66 . �,it FL (1$" RCP)=292.16 \ ,► " 298. I 02.8 FL (10 RCP)=292.82 300. rn I .15 305.72 5.88 .� / *: f - �- _. O 3p6 �, REF. CONST. DTLS.-DR ; 9.95 _- � - _ �� ' 303 ._- _ .� r----�.. - O JOEL R. BC�CIC .. 303. 3 .� , , , 300. � 1 � „ '� h - --.;,... _ ._..... FL (18" RCP)=283.51 -- I 301.50 FL (3 X8 RCBC)=282.01 ___-- --` 3 305.00 \ 1i 10NAL 2.68 305.00 \ �' -''`®�w0+.►" I FL (6" PVC)=293,50 >--'` r 99.58 'a� O�Ref. - P 524 for I REF. MEP FOR 00. - FL " I - 1-3'XS' JUNCTION BOX 304. 2 -- KEY PLAN: �r OFF CO 0 .5 (6 PVC)=293.20 I - 302. alleviation t: r� � conflict CONTINUATION - � RIM ELEV.=302.20 305.00 � '-- -- .: -� ,- 0 FL (10 RCP)=293.20 " vi�� cA fn� ��-�� A FL 18 RCP IN=284.81 305.00 � a „ � . 00. , 305.00 . �.� .� FL 10 PVC-293,��f3" ;.�- , r FL (3 X8' RCBC IN)=281.81 ( ) 03.67 4 � \ to �r�.�.�1� �.� ��. �r � REF. �.� lards, � .� � ledge r MEP FOB...---��,:.--..�--. f I 302. b ?bri k ledge I G �r 00.00 0 3 1 o FL (3 X8 RCBC OUT)=281.71 3 304. o d ill r ?il ONTINUA I N----""- a si REFERENCE CONSTRUCTION 04 05.00 0 �" f 301. -...� / DETAILS - 'DRAINAGE -- 300. 0 303.13 -- - 00 .3�00.40 � 03 I Ifs. 303.80 \ \ B �� 300.34 N 000 o ° ��, 299.001 0o f J ? 30 02.58 03 Ref. Si' -RP ca ( I 3® 304.90 303 v 2 .9 _ , 3p 4 / 302.52 5�:.5 �..r I � ! 300. 7 \ 303.72 30 9 304.54 revisions o 15 COMMON ARE \ \ w - 300.00 �� 298.50 302.0 '-' 1--2 X2 AREA INLET i ew lk t h z � � - 302�6 3 --� I � OL. 179, PG. 50 I�tl�::�t . l_ � 299. 6�, cv f TG-298.50 43 C.T 303.75 02 of i13Vl ` 00.00 f 00 I FL. (8 PVC)--=294.10 ems. / 302 304.00 DRAWING TITLE � 1 � 298.75 FL (18". RCP)=294.00 0',°� 01.49 02 / 298.75 299.25 1 9 .73 REFERENCE CONSTRUCTION°� �-- ,.�--- G RAD I N G & DRAINAGE 1 DETAILS -- DRAINAGE 3 .6 _-3 Q arD n ......�. _.. ._....._-�_.... .. ,.�,. _..... _ �....-�_ .... `.. PLAN MATCHLINE - CG107 MATCHUNE - CC107 A UTILITY CROSSINGS: O18" 12m SD=288.64 WL=293.79 8 X3' SD=282.41 8 WL=296.50 24" SD=284.66 8 WWL=282.04 1® 48" SD=283.42 8 WWL=291.35 O18" 12 SD=285.45 WL=294.32 48" SD=283.46 8 WWL=291.29 8 8'X3' SD=282.39 6 WL= 296.50 1 Q 12" WL _295.01 8 WWL=291.05 O36' 3 12 " SD =282.93 WL=295.09 fi 24" SD=284.58 12 WL=295.68 " 9 18" SD=291.22 8 WWL=300.73 " 12 36" SD=283.08 8" WWL=291.43 WARNINGI JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER IFSW96852 11161 THE ENGINEER ASSUMES. NO RESPONSIBILITY FOR THE ACCURACY OF THE DRAWING NUMBER A LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR _SMALL BE REFERENCE CONSTRUCTION RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE DETAILS - DRAINAGE CALL SYSTEMc 105. C� 811 FOR .LOCATION OF ALL UTILITIES. AT .LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. PRINT DATE 1-10' CURB INLET TC=301.81 G=301.31 FL (18" RCP)=296.00 10 9 4 2 ' MATCHUNE - CS102 MATCHLINE - CS102 rw---�----r■r----=-�------s---irrrarr-rrr-�-�-� -� T-�-��e�. --�----t•-�--��- �---ww■w---�te�-�----�-rnt■rr-rrra��------■rrrrasris- rra ■rr�- r�-�■rt----\Ej L.EGED � LOT i 12--INCH WATER LINE 9� %0: SCOTT &WHITE MEMORIAL R /°��// BLOCK 1 \ 1 .- : HOSPITAL REF. SUBDIVISION PLANS / i /�n PROPERTY BOUNDARY ' SCOTT & WHITE HEALTHCARE \1 SCOTT, SHERWOOD AND �2PROPOSED 4'X4' .AREA INLET \ SUBD1VlSI0N \ \ - - - - - - - - EASEMENT OR SETBACK 96 t/ ,�� \ / \ VOL. 10179, PG. 50 BRINDLEY FOUNDATIONS O.R.B.C.T. PROPOSED1 Z • AccEssleL.E ROUTE N 48--INCH STORRM L_ CURB AND GUTTER �, PROPOSED 24 INCH STORM. LINE \ o MONOLITHIC CURB ^N 1 S OTT & WHITE HOSPITAL t ACCESSIBLE RAMP / / // / / ACCESSIBLE RAMP TYPE. 1 0 ` �� COLLEGESTATION,TX BOLLARD REFERENCE CONSTRUCTION �� M / / / 15' COMMON AREA a 1 � / / 296 ✓ DETAILS SITE. RETAINING WALL N / /o `a L. 10179, PG. 50 \ C fog � PROPOSED OO STORM SEWER MANHOLE / /, / / CROSSWALK O.R.B.C.T. \ 1 T C SF9 � WASTEWATER LINE / / / / REFERENCE CONSTRUCTION I 1 /t 00 DETAILS SITE I :o` PROPOSED WASTEWATER MANHOLE / CONCRETE CURB & GUTTER , t1 •� \ \ \ 1 1 TEXAS REGISTRATION #P 2966 / REFERENCE CONSTRUCTION w � r- \ - \ 2705 BEE CAKE ROAD, SUITE 300 / ACCESSIBLE RAMP TYPE. 2 EXISTING WASTEWATER MANHOLE y.� / � REFERENCE CONSTRUCTION DETAILS - SITE." - 1 AUSTIN, TEXAS 78746 OHU EXISTING OVERHEAD UTILITY �E ATHER / o DETAILS -- SITE. \ \ 1 - EXISTING UTILITY POLE Co. / / / ACCESSIBLE RAMP TYPE 3 / ,gyp. oo I 1 MOON - MAYORAS WASTEWATER CLEAN OUT v / / / REFERENCE CONSTRUCTION / �l �o. Q1 MONOLITHIC CURB (TYP.) \ 1 / �. �� \ o REFERENCE CONSTRUCTION - ARCHITECTS, INC. -� FIRE HYDRANT / / / / / DETAILS - SITE. 1 WATER VALVE / ��2V�� . / f 4; St. �t9 �` oo o DETAILS -- SITE. RAISED ISLAND TYP. o 1 � � 1 ® WATER METER / / / / MONOLITHIC CURB (TYP.) / / l 374.54 s f t +, o o i wL WATER LINE / / REFERENCE CONSTRUCTION / / \ 1 N io®1 ! \ DETAILS -- SITE. / 1op, 374.54 sf, �' .�Q 1 WL - - FIRE HYDRANT ASSEMBLY / / / / 2 .00j 23.0 ' �``-��Aoo � � �O• oo �� � OWNER: T TRANSFORMER (P, 0 a ACCESSIBLE RAMP TYPE 2 / t`1 � 3Y r 'o '�oQ1 0 1 SCOTT & WHITE MEMORIAL EXISTING. CONTOUR / / catP• { P.} �- 23.00 °' 374.5 ° 1 4 - 4 s - o. 84 23$-8982 REFERENCE CONSTRUCTION / rn PROPOSED 10' CURB INL a' '•� TY � �'wa -------- ssa------' PROPOSED CONTOUR � ,'' / ET N { { .} �� � r 374. 1 2400 S. 3'IST S'TI�EE'1" DETAILS -- SITE. / w / �' (TYP. 23.00' - °o, 4 st. TEMPLE TEXAS 76508 STORM DRAIN JUNCTION BOX / i ! Qj Q \ N ) L�, r 1 DRAINAGE INI_Ei' } o , C� CURB INLET / / \ (• YP. 2 .00 I :J r'� o 1 ENGINEER: t ) (P.} 23.00 -o o. J®Ei R. BOCK, P.E. #98441 w STORM SEWER LINE ��� / / �� ���' / / 7` _ __ �O• o a , (TYA,} (TYA.) (7YP.) :J 512-314-3100 (1YP.) 23.00' JACOBS ENGINEERING A' (TYP,} , 1 2705 BEE CAVE ROAD, SUITE 300 -- - - - - FIRE LANE MARKINGS / 105.E /� 1 PROPOSED 5' CURB INLET ' a o PROPOSED 24-INCH STORM LINE ` , )� 1 AUSTIN, TEXAS 78746 ,00' N 1 f ,� _ �,o' . ' `).o• ,�00 . ,��J j ! o� 1 SCOTT &WHITE SITE - 37.12 ACRES 423. ZONING - PDD - ORDINANCE #2010-3301 a EXISTING TREE � - / '. \ 87 sf 7882 FIRE HYDRANT ---- t 6 634.41 .- ---- ���, REF. SUBDIVISION PLANS PROPOSED CROSSWALK �-�-' �° 1 0 1 cRosswaLK /f /' / ,�\ 2�5 296--- ----- \ .•� o PROPOSED CROSSWALK �,`" --------_ _ . /� / 297 •s,, REFERENCE CONSTRUCTION © REFERENCE CONSTRUCTION / 298 DETAILS -- SITE - >p� / t�'`'--298 DETAILS SITE VEGETATED DRIVE f / / ``- 2 / PROPOSED 18--I NCH STORM LINE \ Z PROPOSE �' r r � � � 1 � �----_._ RAISED � D 24-INCH STORM LINE ISLAND TYP. t ISSUED FOR REVISIO14 DATE E "--� w PROPOSED B INLET 95 � o 0 5 CUR 2 r 2 PROPOSED 18•-INCH STORM LINE D \ o .'1 0 ii ISSUED FOR ASI 06 08/1012012 ,, p cv 'A� ®o \ �, 0 9,868.3� sf. ► PROPOSED 10 CURB INLET o@O .00, ,��• \ N 48 .2o st. 1 MONOLITHIC CURB (TYP.) ; /` _ _ \ „ o, REFERENCE CONSTRUCTION 23 PU LI ESS EASEMENT 10179, PG. 5j0 , '1 MONOLITHIC CURB (TYP.) N �`' ` PROPOSED r DETAILS - SITE. O.R. C.T. 1 1 Q4, ctti 0/ / REFERENCE CONSTRUCTION I o ` 5 CONCRETE SIDEWALK (TYP.), ,DETAILS -- SITE. \ ' � .1 ,�� r o ( ) FIRE HYDRANT REFERENCE. CONSTRUCTION � � r � i ��,♦ ,, o DETAILS - SITE _ 9. 0, �� \ - PROPOSED 36 INCH STORM LINE e♦ CIA LIMIT OF /' / - ---_' LOT 1 BLOCK 1 ;� '`- �, - \ RAISED ISLAND TYP.) r' 00 , ACCESSIBLE RAMP TYPE 1 \ ° 1 r %� ,� , 1 �Q' "� � REFERENCE CONSTRUCTION N .� � Q' �, �.. N 0 12 INCH WATER LINE ♦ / 5�� \ .,� DETAILS -- SITE. ,a 6 � '�, 1 i � �- i 1 .Construct N \ s� \ 8-INCH WASTEWATER / G d;\ i �;b, N u� S3 �3 I/improvements Q7 �� #'ems between V t•• 00 WASTEWATER s8. f / 1 MANHOLE � � �, ♦ ' the. I��I� e�.��d o the ardsca .� ACCESSIBLE PARKING Q 1 'na .` ✓ooREFERENCE CONSTRUCTION DETAILS - SITE. o -� / he attached K-R 1Y •) \ Q •` 1 52 I�tr oo ..\ o \ o0 0,•vo. PROPOSED �A, M ���\� `�• �, 24-INCH STORM LINE / ♦% , w RAISED ISLAND TYP s,� f ,._..... .... .._ _... _ €�r MONOLITHIC CURB (TYP.) \ ♦ _ - .4 . ;.�, 0 Gil PROPOSED 10 CURB IN � / � REFERENCE CONSTRUCTION \ \ �2 UUN CURB SCALE: - 30' i♦!� REF. CONSTRUCTION - '� �. DETAILS SITE. \'\ WASTEWATER MANHOLE �so.3s s ♦�' DETAILS SITE. 1 � ACCESSIBLE RAMP TYPE 1 G�Q �1� ♦ 1 P'� . ®F..?'F���� / N \ \ P9 ♦ i 3-INCH PVC LINE REFERENCE CONSTRUCTION �1° 1o�y / �`�-♦/ } ,. ai 9. p' DETAILS - SITE. ¢J�� °e i ,, • . • REFERENCE MEP PLANS * : ` •* I*� \ t-. T�, \ \ \\\ Q-\ ,/ ' • . o 1 ............................� �... • J©EL R. BOCK i o-� / ��, � o � 10 CURB TRANSITION ................ :.........+.�,� � PROPOSED CROSSWALK ® • �. / , • REFERENCE CONSTRUCTION 1 �, :• 98441 w ,� REFERENCE CONSTRUCTION ' . ! ♦ i DETAILS -- SITE °.�'•.<� / ,` �.' Q1 N 1 R f ,00, \ DETAILS . SITE oo �• , D r 1 �� Fpslva U�?r -- :J P \ ��O• r, 1 Ott 'ANAL ��, ♦ 8--BIKE RACKS REFERENCE 1 ��®�®•. CONSTRUCTION DETAILS SITE. f � FIRE HYDRANT oQ • . r .��1, � � \, 1 KEY PLAN: w LO c^o' 9. 0, \ \ o / ♦ i r 5' CONCRETE SIDEWALK (TYP.) ��O' o / ♦ • • REFERENCE CONSTRUCTION DETAILS -- SITE 1 PROPOSED 24-INCH STORM LINE :, / r `' / `ti i \, 1 `� ., ACCESSIBLE RAMP TYPE-1 f" 23.00 WITH PLUG 2' BOC o � `� , � gam/ / � ha REFERENCE CONSTRUCTION DETAILS - SITE. ' - _ PROPOSED 10 CURB .INLET \ o \ ��,\�, / 107INCH PVC LINE REFERENCE MEP PLANS Q N 8,934.61 "% �% \•' \ f r�v` / ] per' ® w �, / a % \ \ .00 WHEEL STOPS (TYP.) REFERENCE B N % ^ FIRE LANE C�.INiC 1 o � \.. �' CONSTRUCT! � \ 1 ON DETAILS SITE. ' , o , % 1 i s. 10-INCH PVC LINE 1 LOT 1 `/ PROPOSED 30-INCH STORM LINE /�` , r �o ft*\ PROPOSED 36-INCH STORM LINE to �' 9. BLOCK i 0 ,\ /r e . y REFERENCE MEP PLANS N � / /� >► e I SCOTT & WHITE HEALTHCARE `" d ,} ,%� �.. \. � PROPOSED 12-INCH STORM LINE SUBDIVISION r o f / / `Lo e \ s� �,, N \ VOL. 10179 PG. 50 �.o °o. �. '`� MONOLITHIC CURB TYP. `�® �� PROPOSED 1 z J �' \ °� .0 1 • \ cQ 12-INCH AREA DRAIN O.R.B.C.T. N PROPOSED REFERENCE CONSTRUCTION , //� ♦ ti� ♦ \ _..._._.. ` iv.. 0 24--INCH STORM LINE DETAILS - SITE. j :.ftft N �' / / / ! ��' `��' ♦ OO \ ® , 3�0 • • 1 DRAWING TITLE .L--....----- - -- --------- - - -� - - -- - 1d�-�-�r-�i�-+-------- --- - .� �. -���[-��.��►- ..- .-- �. - - ---- -� -�. - -- ------ SITE PLANlicit MATCHLINE - CS106 MATCHLINE - CS106 GENERAL NOTES: 6. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS AT EACH LOCATION WHERE THE SIDEWALK INTERSECTS OF THE SUBJECT LOT MEASURED FROM P M A DINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE PROPOSED 12--INCH STORM LINE THE DRIVEWAYS OR PUBLIC. RIGHT-OF-WAYS PER DETAIL PROVIDED.. COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. PROPOSED 3'X10' STORM JAC 1. A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY.OBS PROJECT NUMBER TDSHS PROJECT NUMBER - 7. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND APPURTENANCES AS CALLED OUT ON THE 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED JUNCTION BOX 2. ADEQUATE BARRIERS BETWEEN ALL VEHICULAR USE AREAS AND ADJACENT LANDSCAPE AREAS. SUCH AS A 6' APPROVED SITE PLAN. DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING' AND NO P$W9fi$52 11161 CONCRETE CURB ARE REQUIRED. FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNERA 8. MINIMUM VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS SHALL BE 14'-0'. THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. E8-INCH WASTEWATER DRAWING NUMBER 3. REFERENCE GENERAL NOTES SHEETS FOR SITE PLAN NOTES. 9. PEDESTRIAN WALKWAYS WITHIN PARKING T Y ES G U LOT AREAS SHALL BE CLEARLY DESIGNATED NATED SING STAMPED DYED 13. ALL FIRE SUPPRESSION LINES SHAD_ HAVE A LOCKABLE LID ON THE CITY'S ISOLATION VALVE. THE ACCESSIBLE RAMP TYPE 1 4. ALL DIMENSIONS ARE TO ME OF CURB UNLESS OTHERWISE NOTED. CONCRETE PATTERN WITH AN INTEGRAL COLOR, PER SITE CONSTRUCTION DETAIL. LOCKABLE LID SHALL, AT A MINIMUM, SUPPLY THE EQUIVALENT PROTECTION AS THE AMPRO USA, LL562 CS1 04 REFERENCE CONSTRUCTION DETAILS - SITE. LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES 5. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR 10. SCOTT AND WHITE HEALTHCARE SUBDIVISION PLAT LIES WITHIN THE HARLEY WATER IMPACT FEE AREA. DIRECTOR OR HIS DESIGNEE. SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER THAN 2% AND RUNNING SLOPES ARE NO GREATER THAN 59a. IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION, PRIOR TO 11: ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED 14. BUILDING PLOT IS LOT 1 BLOCK 1 OF THE SCOTT & WHITE HEALTHCARE SUBDIVISION. PRINT DATE CASTING CONCRETE. SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET MAY 13, 20'I1 10 9 � 7 � 5 4 3ASmBUIL'T 10 9 :7 6 5 4_ 3 2 1 MATCHLINE •-- CS103 MATCHUNE - CS103 i�So TIN� ii iiiiiiii iiiiiiiiiiRtiiiiii�.�iii iiii i.ii�i•�iiiiiiii�iiiiiiiiiiiiiiiiisiiiiiiii. 1 � LOT 2 � / . ' / �a0 �� 8-INCH WASTEWATER LINE \ \ r 1 BLOCK 1 Q. o \ T . f ,�.. . SCOTT & WHITE MEMORIAL 1 \ 4- SCOTT & WHITE HEALTHCARE �� HOSPITAL 1 SUBDIVISION ♦ 5 STORM DRAIN MANHOLE VOL. 1 Q179, PG. 50 � � fl ..� ' ♦ 1 � . SCOTT, SHERWOOD AND O.R.B.C.T. 18-INCH RCP � STORM LINE / \ - BRINDLEY FOUNDATIONS H LEGEND 1— 14 WASTEWATER MANHOLE ] ] 23' P,�BLIC ACCESS EASEMENT •- -- PROPERTY BOUNDARY ! , /VOL. 10179, PG. 50 SCOTT & WHITE HOSPITAL O.R.B.C.T. - - - - - - - - - EASEMENT DR SETBACK 1 \ t 5' CONCRETE SIDEWALK (TYP.): �• COLLEGE STATION,TIC \ REFERENCE CONSTRUCTION / w goo R30.0� , ...• .... AccESSIBLE RouTE \ / 4" WASTEWATER MANHOLE DETAILS SITE / fog oo \ \ / , / CURB AND GUTTER l "�~ ♦- . '.. �"` "" „► �t�' � ..- ----' � \ MONOLITHIC CURB 1 Asmake 4'XT STORM JUNCTION BOX / �� .� 1 _ /�. 3 4. ♦ \ ACCESSIBLE RAMP is 1 MONOLITHIC CURB / o �'! TEXAS REGISTRAT9ON #P-2966 REFERENCE CONSTRUCTION ^�`� t © 3 4 C BOLLARD DETAILS - SITE. / 3 `♦ " \ / 2705 BEE CAVE ROAD, SUITE 300 1 r, / RETAINING WALL AUSTIN, TEXAS 78746 / ` /r UO STORM SEWER MANHOLE ' o�' •372♦ ♦ r � o 1 48-INCH STORM LINE ._ ACCESSIBLE RAMP TYPE 2 ,o®- o� r • • �/ = ♦ ` �� oo / ww WASTEWATER LINE MOON • MAYORtB 1 ,...� �. _ REFERENCE CONSTRUCTION . '� 3 ♦ � 314 ♦ ♦ � �� 9 , �, PROPOSED WASTEWATER MANHOLE DETAILS -SITE. /� ARCHITECTS, INC. �� ♦ ♦ / � EXISTING WASTEWATER MANHOLE 3 ° ' MONOLITHIC CURB :13 ♦♦ � �,/ � F \ OHU EXISTING OVERHEAD UTILITY 8-INCH WASTEWATER LINE . FIRE LANE o REFERENCE CONSTRUCTION ♦ ♦ /;-- EXISTING UTILITY POLE LiMIT OF 30g DETAILS - .SITE. ♦ LOT 3 Co. WASTEWATER CLEAN OUT LOT 1 BLOCK 1 BLOCK 1 1 3° f ♦ SCOTT & WHITE HEALTHCARE' -� FIRE HYDRANT OWNER: ,8 3 UBLIC AC SS EAS�M. T ---- - SUBDIVISION- SCOTT & WHITE MEMORIAL WATER VALVE L. 10179, PG. 501 ` VOL. 10 9�1'G. 50 r� E ♦ ® WATER METER gg 484-238-8982 1 1 • • 0.R.B.C. . 'O.R.B.C.T. \LOT / 312 � 2400 S. 31ST STREET 1 3� .. o >>--- -- --- wL WATER LINE TEMPLE, TEXAS 76508 . ' \ BOCK 1 2 ,� � ♦ �,. --�" wL� FIRE HYDRANT ASSEMBLY 306 SCOTT & ITE HEA�INCAR ♦ ENGINEER: 1 1 - F TRANSFORMER SUB D STON ♦ ♦ ', __ JOEL R. BOCK, P.E. #98441 3p VOL. 10179 50 Ref. I are �w�� ��� on im ♦ ♦ � EXISTING CONTOUR 512-314.3100 S ACCESSIBLE RAMP. TYPE 1 � �'j � ` ` \ ._-- -----�3a-- O O.R.B.C.T. I r l rltelectric-- 83D--- PROPOSED CONTOUR JACOBS ENGINEERING 1 ti • iI ♦ REFERENCE CONSTRUCTION DETAILS - SITE. ♦ 2705 BED C611vE ROAD SUITE 300 4 30 I� r charging t tion ♦ � � 0 STORM DRAIN JUNCTION BOX F 4 AUSTIN, TEXAS 78746 RIBBON CURB (TYP.) 1 PROPOSED 36-INCH STORM LINE 31 1 ♦ 0 DRAINAGE INLET REF. CONSTRUCTION E 5' CONCRETE SIDEWALK (TYP.). RF0r !♦ �, ��a� � CURB INLET SCOTT $WHITE SITE - 37.12 ACRES DETAILS - SITE. / PROPOSED 48-INCH STORM LINE REFERENCE CONSTRUCTION J ♦ ` 3 ,� DETAILS -- SITE `4 ACCESSIBLE RAMP TYPE 1 STORM SEINER LINE. PROPOSED ! PROPOSED 10'X10' STORM JUNCTION BOX _ _- --� `♦ REFERENCE CONSTRUCTION - '� ZONING PDD -ORDINANCE #2010-3300 _ ® ♦ -- '�FIRE LANE MARKINGS 5. 09 PROPOSED CROSSWALK ♦ ♦ --- 1 24-INCH 3 _`"` `�- DETAILS - SITE. --- --`` STORM LINE / ► PROPOSED 2 X2 AREA INLET MONOLITHIC CURB � _ REFERENCE CONSTRUCTION CANOPY 1 --- REFERENCE CONSTRUCTION .f DETAILS -- SITE 370 ♦ � ,.-- 5\00 ' PROPOSED 18-INCH STORM LINE DETAILS - SITE. f` �. 3 R25.00' 1\ 1 •s o ] MONOLITHIC CURB PROPOSED 3 X8 RCBC 8 WHEEL STOPS (TYP.} • • ♦ REFERENCE CONSTRUCTION EXISTING TREE REFERENCE CONSTRUCTION t 'o 7882 _ DETAILS -- SITE. o' ♦ DETAILS -- SITE. � � � � \ 3'" WATER METER � • ! \ O ' \ ISSUED FOR REVISION DATE E. 1' CROSSWALK ♦ � �� 8-INCH WATER LINE it '° , • -- !, -.`'" � Issu1=D FOR ASI os 0811012012 ACCESSIBLE RAMP TYPE 1 s ® 8-INCH WATER LINE REFERENCE CONSTRUCTION iOwl3 °g VEGETATED DRIVE _ i o - DETAILS SiTE. 1 ♦ FIRE DEPARTMENT CONNECTION f' o Q ® ♦ __- "`— • - . ♦° + RIBBON CURB TYP. II` ,� \ o PROPOSED 5--FOOT CURB INLET ( ) . �. :", a. v•h e*. 4. y o ♦ :� for clari£,c, . REF. CONSTRUCTION ,f � � , : •ate.. �...#-�� � � Q DUMPSTER LOCATION DETAILS - SITE. f` ♦ rdin thear . , ' �, ���� ;n th • • p � � � 3 � 3 .� .� �� REFERENCE CONSTRUCTION o ,G trfc car drag gi g s ® ♦ 0'�9 PROPOSED ♦ -- ACC S :` o `� 1`ass . l DETAILS SITE TYP.) E SIBLE PARKING LL .r. ' �3 ♦ ;�Fs 5 CONCRETE SIDEWALK (iYP,). • 18--INCH STORM LINE i °� • ,� REFERENCE CONSTRUCTiC3N ,� "� " ♦ s�`� e REFERENCE CONSTRUCTION \ 1 W INE EASEME .-•,r=>«, DETAILS -- SITE iYP. ' ♦ ♦ \ ��� DETAILS SITE PROPOSED s, OL PG. �- �► 3 o> /' ♦ , J \ 8 2 X2' AREA INLET \ PROPOSED 18-INCH STORM LINE'S ' ®� ,-'A. \\ .�� 06 ' 5� CTYP. a 9,25 • . ♦ ♦s. iV 1 - 1 6-INCH PVC LINE PROPOSED CROSSWALK 1 REFERENCE MEP .PLANS w ,0 � - REF, CONST. DTLS. -SITE ... _---.- �'' �� ✓ , � ♦ � � __._ -- o - \ 0 oO OSED 307 INCH STORM L� N ♦ y- - Wes► *- - - _ ♦ ♦ p --- ROPOSED R3 '\ P �G ' ♦ ♦ 2 X2 AREA INLle L i 0 l ♦ I c6 l.. -R25.00 ] r�llard rom due, of \ o� \ S 'y. - �♦ �9 0 15' 30' 60' __ ,-' i 30 ACCESSIBLE RAMP TYPE 1 1 " ' 1 Y llili >' \ 1 e R3.00 .... REFERENCE CONSTRUCTION 0T*0f€rc��to �£ --_ �� 5 (TypQ J DETAILS SITE. -T1®, ��--a+ -` onar. ♦ 3.0 O. ,��.• .I� is D � S ll .rds shy.., - o ♦ * : 0 � .0I a f N ♦ © RAISED ISLAND 6 ♦ ''`*: .•' : * ]� ....... "1"e a a ............. _� RFW oExtea ad to Curb Inlet' `� L'-� �' 305 / j JOEL R. BOCK removable.--� r , o • • MONOLITHIC CURB �l `� - -o '/ • 1 _ 3 t - o p ♦ ♦ ACCESSIBLE RAMP TYPE 1 ::...,..98441.......�� 3.00 REFERENCE CONSTRUCTION 1. �- -- S 1 0 . I R TR TiON ♦ ... • w ., `. E _ to �-_ ♦ REFERENCE CONSTRUCTION ", _ TYP _ _... _ DETAILS SITE. ,A ♦ �'- ♦ DETAILS -- SITE. 1 FS ys•G� f ROPOSED 5-F . r,l' J ��' �►R1,5�® �- .-► R3.00 O I 000va► \ * CURB INLET . YDRANT PROPOSED 3'X8' STORM JUNCTION BOX 00 .) ' PROPOSED CROSSWALK 0 ti ' z�� ♦ REFERENCE CONSTRUCTION i KEY PLAN. ACCESSIBLE RAMP TYPE 1 © DETAILS SITE v ,. ,� ' • 00 REFERENCE CONSTRUCTION e • o © ♦ DETAILS SITE. �- . ♦ ce `- ♦ 011 '`- © ♦ \ 5' CONCRETE SIDEWALK TY 4 n s ,,,,,, ,,,,..� .,,,, � � �� � � RAISED ISLAND (TYP.) �, �, ♦ P. o ( }' Y • � o � L 00 � ♦ _ � o ♦ ` ♦ � REFERENCE CONSTRUCTION 1 ap. � '`' ♦ � i t prId p ♦ ____ �' S DETAILS -- SITE i o / KY 15 MM AR I �` `O -� ♦ ♦ B ® Q1 2 V 10 9 , P 50 � 5 CONCRETE.- SIDEWALK (TYP.). � .R.B.C.T�® 3 ♦ 3 rk o 303 REFERENCE CONSTRUCTION �r•... I ♦ o o. c~n . • ♦:' �' ( ' l 10' CUR® TRANSITION � •-. , � 5, s s PROPOSED 3 X8 RCBC 0: •., o A �fl / . ' � � � REFERENCE CONSTRUCTION j '� DETAILS -- SITE r • Q, � DETAILS SITE �� ,- w 1 .- PROPOSED o , Aj N � s � 1 • � 2 X2 AREA INLET � � v' cr ` 0 1 N ! p, v 1 b -�p� MONOLITHIC CURB J s,� _ 1-- � 302 R,� � o o- � ! REFERENCE CONSTRUCTION �Q � � o � �� ♦ ♦ 302 / ♦ ♦� 1 / ,873. sf. 0.0. DETAILS -- SITE. � � ti PROPOSED 10-FOOT CURB INLET � o l 10'©0� 0 .00 \ O 0 9 . • , ` \ \ \ DRAWING TITLE 1 © R2S,00, I �� �� PROPOSED 18-INCH STORM LINE Q1 :J _ o . PROPOSED 18-INCH STORM LiNE J LLLw LLLL i i ■ ,= i i ' i LLLf LLL1 i i LLB i i i LLLf � LLL1 LLL L M Ln i i i LLLL i i LLm i i_ i i L� i i0i i i LLLf i i i L� L i iLL1 LL� i L� i LA i M a i LLE i i� i iL i MAN SINSEENSE � LLLf i i LLLf Lik .. LLLL !� i i i \ INS SE i WE SITE PLAN "D„ MATCHUNE - CS107 MATCHUNE -- CS107 GENERAL NOTES: ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT 14. BUILDING PLOT IS LOT 1 BLOCK 1 OF THE SCOTT & WHITE HEALTHCARE SUBDIVISION. 6. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS AT EACH LOCATION WHERE THE SIDEWALK WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH 1. A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY. INTERSECTS THE DRIVEWAYS OR PUBLIC RIGHT-OF-WAYS PER DETAIL PROVIDED. SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER UNIFIED APPEARANCE. FSW96852 11161 -2. ADEQUATE BARRIERS BETWEEN ALL VEHICULAR USE AREAS AND ADJACENT LANDSCAPE AREAS, SUCH AS 7. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND APPURTENANCES AS CALLED OUT ON A 6" CONCRETE CURB ARE REQUIRED. THE APPROVED SITE PLAN. 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 710 OF THE UNIFIED DRAWING NUMBER DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND 3. REFERENCE GENERAL NOTES SHEETS FOR SITE PLAN NOTES. 8. MINIMUM VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS SHALL DE 14$-0". NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT ANY PROPER TY LINE. CS1 05 4. ALL DIMENSIONS ARE TO FACE 9F CURB UNLESS OTHERWISE NOTED. 9. PEDESTRIAN WALKWAYS WITHIN PARKING LOTAREAS SHALL BE CLEARLY DESIGNATED USING STAMPED DYED CONCRETE PATTERN WITH AN INTEGRAL COLOR, PER SITE CONSTRUCTION DETAIL 13. ALL FIRE SUPPRESSION LINES SHALT_ HAVE A LOCKABLE LID ON THE CITY'S ISOLATION VALVE. THE 5. - CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. LOCKABLE LID SHALL, AT A MINIMUM, SUPPLY THE EQUIVALENT PROTECTION AS THE AMPRO USA, LL562 CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER THAN 2% AND RUNNING SLOPES 10. SCOTT AND WHITE HEALTHCARE SUBDIVISION PLAT LIES WITHIN THE HARLEY WATER IMPACT FEE AREA, LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES ARE NO GREATER THAN 5%. IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER DIRECTOR OR HIS DESIGNEE. PRINT DATE FOR SOLUTION, PRIOR TO CASTING CONCRETE. 11. ALL ROOF AND GROUND —MOUNTED MECHANICAL EQUIPMENT. SHALL BE SCREENED FROM VIEW OR MAY 13, 2011 10 � 9 � � 5 4 IKCI-10/231/13 ASaawBU10TSET FACE OF CURB SPILL GUTTER WHEN PAVEMENT x X . ,Ik X 6m SLOPE IS AWAY FROM CURB �— ____ X ,, 1 1 2" BATTER -----•....) -•._..____. i X - • scoTT & WHITE MEMORIAL 1 /2 / �-;— --- ---- - HOSPITAL RUCK PRAIRIE R -- -- --- — ____ ___ X -----� _____ --�- . --- �-- —~= — _ — GAS SCOTT, SHERWOOD AND CATCH GUTTER WHEN PAVEMENT �,.�r $ .. `� H '� SLOPE IS TOWARD CURB t ---- _ G -- -- Q OH S--- _8 z_ �X s BRINDLEY FOUNDATIONS H GUTTER LINE 70E OF + y -- 1 _ 3/4 x GUTTER --9 ~ = = --- SC TT & WHITE ITE HOSPITAL 4 _— I, COLLEGE STATION, T� - y..---- #4 BARS N = � f � // /�' rar a$r z /� FIRE LANE MARKINGS. (TIP.), I a p C�NT. REFERENCE NOTE 1 j THIS SHEET. 4 BARS // ./ �► / TEXAS REGISTRA'€'ION #1:-2966 # � � � / � � �r mar � I 24" O.C. o // /, / / CROSSWALK TYP. STAMPED, j 2705 BEE CAVE ROAD, SUITE 300 /f // ACCE SIQLE RAMP TYPE 1 { ) i N 1 / DYED CONCRETE. j AUSTIN, TEXAS 78746 2 4 / /,� REFERENCES CONSTRUCTION ! �-- / ETA M - SIT REFERENCE CONSTRUCTION DETAILS , -- SITE. : rw` N / » r — j ItAC3t3N • �1{AYt?R.�iS • 1`.'/� 7 1 —5 // ,' / / ARCHITECTS, S, TNe. CURB AND GUTTED STANDARD CONCRETE ACCESSIBLE RAMP TYPE 1 jj I N.T.S. REFERENCE CONSTRUCTION / {Know whars DETAILS - SITE. 1 // , .. CROSSWALK TYP. OWNER: ( ..STAMPED, i ,� � w• .m. � DYED CONCRETE. f \ -: �..°" u" all before ®u i I SCOTT & WHITE MEMORIAL REFERENCE CONSTRUCTION \ - � _ f / / �. »,.»l, _� ' I 484 238-8982 CROSSWALK (TYP.) STAMPED, f / , I DETAILS - SITE. \ f I 2400 S. 31ST STREET DYED CONCRETE. J �// /, / o I + fj / / Q j TEMPLE, TEXAS 76508 REFERENCE CONSTRUCTION •,- / / ACCESSIBLE RAMP TYPE 2 I DETAILS SITE. / _ ( i ��� REFERENCE CONSTRUCTION - \ ) I DETAILS -SITE. � I \ \ � � ENGINEER: j JOEL R. BOCK, P.E. #98441 N ACCESSIBLE RAMP TYPE 2 j j / \ f 5'12-314-3100 24 ' \ TRAFFIC MARKINGS TYP. I _'JACOBS ENGINEERING REFERENCE CONSTRUCTION / / / { ) . ' / REFERENCE CONSTRUCTION \ I 2705 BEE CAVE ROAD, SUITE 300 c F FIN. GRADE DETAILS SITE. / DETAILS - SITE. \ T 7 74 r / \ AUSTIN, EXAS 8 6 RIBBON CURB SECTION .ACCESSIBLE RAMP TYPE 3 _ SCt3TT & WHITE SITE - 37.12 ACAS GRADE CONTROL- REFERENCE CONSTRUCTION � / / _�.� f ZONING- - P©® ORDINANCE #2010-3300 / % DETAILS SITE.•'�- \ TRAFFIC .MARKINGS P. I _ c o sT c 4 y / REFEREN E C N RUCTION \ I N y a 3 yt .l' . DETAILS SITE. i- :•3••• =';• ACCESSIBLE RAMP TYPE 1 'a ++Y:. B I r� 6 -a ACCESSI LE ® RAMP TYPE 2 CONSTRUCTION ca / REFERENCE r EFE C CONSTRUCTION- : R REN E -SS t ACCESSIBLE PARKING a .d _ <' AGE BLE P K t d• - . -:. �'.>•.: r ��::I;w _._ DETAILS SITE. v /- - - e DETAILS SITE. \ a I STRIPING STRI IN P.. 1 / - - - _ REFERENCE CONSTRUCTION\ vj o EFERE E . / \ jp�] y - DETAILS SITE. ET IT - R �.; . A / ..Y i I - "tom n< �� / ♦ r yy, _ - --._._ ISSUED F REVISION OR E'+11 DATE SSU S E E c/Y - f' i `4t ` x _ 1 ISSUED FOR Asl as 0811012012 -- r•F• • '4Y - * / f P� P 1 'i 2 MtN. ss' r 5: .t�• r- •1.. 4 BARS CONT. K�. SPECIFIED MAT SPE L. ,,tt `tYr r t' 0 L f .4 . t z: l - / CROSSWALK P. STAM E a: 4 C DYED. CONCRETE. =r:a / 'f R N ACCESSIBLE RAMP TYPE 1 1 REFERENCE CONSTRUCTION r / --K - REFERENCE CQNST U I _ RIBBON CURB DETAIL • I� ••_ � R C.T ON I LS SITE. DETAILS • �. .4 •M :t~ DETAILS SITE. F ETAt I N.T.S. i N '�•= t / l - '• Y v PARKING STRIPING iYP. t' 0 REFERENCE CONSTRUCTION - - i r •'�- CLIN IC - 1l.. •s 7 DETAILS SITE. - - i F o0 FE-3 - F D r: / < I SSWSTAMPED, CRO ALK TYP. �{ { : h.• Y' .a a a . i ..w ,i _ I Y ti l 3r t: DYED CONCRETE. / 4 ..v f REFERENCE CONSTRUCTION - I - - f r • •Q- DETAILS SITE. 4 ANOPY •<J a •t C4 r 1= ' O 4 h - a-• :Y \\ 14 L \ t• :y ♦ V .. j t• II'. f t a• <' a HOSPITAL MARKINGS. ;:;�°`• FIRE LANE MA K!N TYP, ta• 7• CONCRETE DYE COLOR FFE-30 0 REFERENCE NOTE 1 •a s �1 TO BE INTEGRALCOLOR E �, THI S SHEET. LOR RED. ACCESSIBLE PARKING _ N R PE 1 2 0 co CROSSWALK TYP. STAMPED, 0 50 0 0 IP N �:<> / STR I G TYP. DYEDCONCRETE. { Z 'Y~ ?bJ CO S 3Y REFERENCE N TRUGTION RE FERENCE CONSTRUCTION • DETAILS - SITE. _�,. - " _ ' I , DETAILS SITE. � SCALE: 1 100 Li A6k ^u'J - / �► 0 `•�_. _ PARKING STRIPING TYP. �r z \ l > CANOPY - - C ) `-~�r-:��' REFERENCE CONSTRUCTION �:•• ••:'�9 � r LLJ .r r cA r DETAILS SIT LL_IFA Ld JC.=L. R. BCCK LEGEND 0 �++ i 4 ...............................8441 o/ 9 tti w / PROPOSED ACCESSIBLE �\ \ _ / STAMPED PATTERN. TO \ PARKING SPACE s .. G BE HERRINGBONE. Q �' �k- �oJVAL.• \ / \ �. > ACCESSIBLE RAMP TYPE 1 \ - _ ` - — — — — - FIRE LANE \\�s,�,�a� REFERENCE CONSTRUCTION O _ t.w. KEY -PLAN: DETAILS SITE. •o s � - - CONCRETE SIDEWALK G \ a FIRE LANE MARKINGS. TYP, r ....: C ) •.. , ..... CUP - -F--:..;•..w.. ..: ' ... s�. .: .C.. .. . a. .r REFERENCE NOTE 1 <- ... -. ,. .. _ ... FFE-2134 _r:-:.-..:�..:..•.� :...{.:<.•. LIGHT. TRAFFIC CONCRETE THIS SHEET.. ~ ( 1 :: - - o l -� : _�'� ; =�':. PAVEMENT DI 9 /f "�� � REFERENCE CONSTRUCTION, DETAILS -SITE FOR MEDIUM TO LIGHT TRAFFIC PAVEMENT SECTIONS i . `• ~ ..`.���......., - % r CONCRETE PAVEMENT - DI--2 CROSSWALK - STAMPED PATTERN — LA � \ PARKING sTRIPING {TYP.) „�, ••~ __ -� /,,,, � o �,. i � B r \� "REFERENCE CONSTRUCTION �- �� \ �''"y ���.. HEAVY TRAFFIC CONCRETE � \\ DETAILS -SITE. ` _ _`'°`~- ♦ \ PAVEMENT - DI-3 __-- ._-•- --- � � o TERRACEL VEGETATED LOAD : ` :.: SUPPORT H2O LOADING N0. 4 BARS 0 18 O.C. EA WAY-DI-1 '� :� :�'.:� .:..::':::-:_:::- NO. 4 BARS 4 16" O.C. EA WAY-DI-2 / m3 NO. 4 BARS ® 18" O.C. EA WAY-DI-3 \ STAMPED, DYED CONCRETE DRAWING TITLE DOTES: (MR QONCREIE. PAVEMENT ONLY CROSSWALK o: : c ° : o' :' T = 5"(DI-1 — LIGHT DUTY) / /� /��� 99 '.ml 0010M ...�.N..M. ® i— T '- 6 DI-2 MEDIUM DUTY JOINTING AND- SPACING SHOULD CONFORM TO THE AMERICAN CONCRETE 'INSTITUTE GUIDE FOR DESIGN OVERALL PAVING C N »( LOTS, ACI REPORT 330, PER GEOTECHNICAL REPORT GENERAL S: AND CONSTRUCTION OF CONCRETE PARKING L '.a:.•.• .•.a•.-.• .•.a•_•.• ..a.::- T = 7(Di-3 —HEAVY DUTY) - _____ —___ . / L`1.43.1`,_._ �+ • ........ d d ...... PREPARED BY TERRAON. ___- ./ __._ STRIPING PLAN • - • --' .� �' / \ 1. THE MARKINGS OF FIRE ZONES MUST BE RED WITH WHITE LETTERING VERIFY JOINT SPACING AND REINFORCEMENT WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. _--- "" --� READING "FIRE LANE/NO PARKING/TOW AWAY ZONE" FOUR INCHES IN 6" TREATED SUBGRADE �/ / HEIGHT. THE LETTERING SHALL. BE AT INTERVALS OF 15 FEET OR LESS. JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER ALL AREAS WHERE FIRE LANES ARE REQUIRED, BUT NO CONTINUOUS FSW96852 11161 NOTES: / \ \ CURB IS AVAILABLE, SHALL BE MARKED WITH ONE CONTINUOUS EIGHT' i INCH RED STRIPE PAINTED ON THE DRIVE SURFACE BEHIND THE PARKING DRAWING NUMBER REFERENCE GEOTECHNICAL REPORT FOR COMPACTION SPECIFICATIONS. / J SPACES AND ALL ADJOINING CURBS. RED STRIPES AND CURDS WILL NOTE: REFER TO GEOTECHNICAL REPORT BY TERRACON (AUGUST 27, 2010) FOR SITE PREPARATION & �.•• / CONTAIN THE WORDING "FIRE LANE —NO PARKING TOW AWAY ZONE" PAVEMENT RECOMMENDATIONS: PAVEMENT PLACED IN CITY RIGHT—OF—WAY OR EASEMENT' MUST.BASED ON THE GEOTECHNICAL ENGINEERING SURVEY PREPARED BY TERRACON ON AUGUST 27, 2010. _•- PAINTED IN FOUR INCH WHITE LETTERS. ALSO MEET CITY OF COLLEGE STATION MINIMUM PAVEMENT REQUIREMENTS. CS201 CONTRACTOR SHALL VERIFY PAVEMENT SECTION WITH TERRACON PRIOR TO CONSTRUCTION. / 2. REFERENCE SIGNAGE PLAN PROVIDED BY JANKE DESIGN. f / CONCRETE PAVING ING SECTION I / 3. REFERENCE HELIPAD LAYOUT PLAN SHEET FOR HELIPAD DETAILS. NTS f PRINT DATE MAY 13, 2011 10 8 5 4 3 1 10 - 9 8 7 8 5 4 3 2 1 MATCHUNE CU102 MATCHUNE -- CU102 � � r •�. '9' � ��rrrr�i�.a■ir�er�`raaerrrrr�rrmrrrria■�s����\a"'y'u'lT■T�ssasr�.rs � ".£}��r-_ ram, ��.. . LE 'END GENERA NOTES: # SCOTT &WLO HITE MEMORIAL / / o HOSPITAL AM PROPERTY BOUNDARY 1. ALL WASTEWATER PIPE TO BE PVC - SDR 26. SCOTT, SHERWOOD AND ; - - - - - - - - EASEMENT OR SETBACK S A :. BRINDLEY FOUNDATIONS N / 96 / 2. ALL WATER PIPE TO BE PVC C900 DR 14. ALL FIRE HYDRANT LEADS TO # ww WASTEWATER LINE BE DUCTILE IRON.. # w / / / / ♦ f'/ / LQ PROPOSED WASTEWATER MANHOLE - / / �� \ - ' 2 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND # _ EXISTING WASTEWATER MANHOLE # v APPURTENANCES AS CALLED OUT ON THESE PLANS. i-I U - EXISTING OVERHEAD UTILITY " S C 01) TT & WHITE HOSPITAL N / / / / �-- EXISTING UTILITY POLE 4. ALL GRAVITY LINES ARE TO BE INSTALLED, DOWNSTREAM TO COLLEGE STATION, T T / \ WASTEWATER CLEAN UPSTREAM v / 2 / - FIRE HYDRANT 5. THE TAPPING SLEEVE MUST BE A FULL -BODY, DUCTILE IRON SLEEVE IN # / ACCORDANCE WITH CITY OF COLLEGE STATION SPECIFICATIONS AND WATER VALVE # ^N �9s / / / / STANDARD PRODUCTS. Know wh- al's below.�� ® WATER METER # } ti 1 / / / BS WATER LINE # / / / ' \ 6. ALL. MANHOLE COVERS TO READ CITY OF COLLEGE STATION . TEXAS REGISTRATION #� 29+ss / �}WL FIRE HYDRANT ASSEMBLY 1 ! / T 2705 BEE. CAVE ROAD, SUITE 300 BE \ lbefom / � ! 1 �--- � � 7. ALL FITTINGS AND JOINTS SHALL HAVE THRUST BLOCKING OR SHALL AUSTiN, TEAS 78746 _ EXISTING CONTOUR MECHANICALLY RESTRAINED PER MANUFACTURERS RECOMMENDATIONS. # R 3 ATHER / / �_ -- PROPOSED CONTOUR / ..----300 I�IooN - MAY€�F�As 8. FOR SLOPES AND TRENCHES: ALL CONSTRUCTION OPERATION SHALL BE # \°bib / % /• / / / ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATION OF THE U.S. EXISTING TREE ARCHITECTS, INC. OCCUPATIONAL SAFETY AND HEALTH` ADMINISTRATION (OSHA). I c� 9. AN ISOLATION VALVE, LOCKED IN AN OPEN POSITION, SHALL BE INSTALLED ON THE FIRE SUPPRESSION SERVICE LINE AND SHALL BE MAINTAINED BY THE CITY. OWNER: - SCOTT & WHITE MEMORIAL 484-238-8982 . rn !; I , # 2400 S. 31ST STREET I r C� N y # TEMPLE, TEXAS 76508 t # �� tI-- - ENGINEER: �� ! # JOEL R. BOCK, P.E. #98441 1 , 512-314-3100 JACOBS ENGINEERING / �ti / ,� v \ � � t � 2705 BEE CAVE ROAD, SUITE 300 / / f AUSTIN, TEXAS 78746 SCOTT & WHITE SITE - 37.12 ACRES d ZONING - PDD -ORDINANCE #2010-3300 296 297 298 \ -----_ 1--12 RESILIENT SEAT 2 9 8 \ ~-----.._... `�'"� .., 1 GATE VALVE � # REFERENCE CONSTRUCTION t DETAILS -- WATER ISSUED FOR REVISION DATE ISSUED FOR ASI 4 1 06119/2012 1 _FIRE„ HYDRANT ASSEMBLY { w \\ �' 1--12 X6 SWIVEL TEE 1-6 RESILIENT SEAT GATE VALVE � 1 11 LF 6" DI CL-350 WL '# �� , , 1-FIRE HYDRANT ! / / / ti REFERENCE CONSTRUCTION / / -- / COF)�, ' DETAILS - WATER 6 O/ N 1 _4, DIA. WASTEWATER ATER MANHOLE FL (8" IN)=281.78 FL (8" OUT)=281.68 REFERENCE. CONSTRUCTION / \ \ DETAILS - WASTEWATER / , SCALE: 1" = 30' C / \ 1--4 DIA. WASTEWATER MANHOLE / b� ` \ FL (8" IN)=280.80 5 \ FL (8" IN)=280.97 \ GPo90G ��� j/ /s'''* ; • •• . `�* FL (8" OUT)=280.70 �i ry�Q��o aQ� / / / �/ / � # .'........................:*. �t JOEL. R. BOCK \ REFERENCE CONSTRUCTION �.�..........................� j DETAILS - WASTEWATER / �''.' / o # i 9s441 } \' � ss ...... �o. \ 1--FIRE HYDRANT ASSEMBLY Y� 0 J CLINIC # KEY PLAN: 1 12"X6" SWIVEL TEE / / t FL 6 iN - \ � 1-6 RESILIENT SEAT .GATE VALVE � � � � �-- .�.� { )--290.00 # ' 35 LF 6 Di CL-350 WL � , t t `~-- ` REFERENCE CONSTRUCTION # , /' 0 _ DETAILS - WASTEWATER 1-FIRE HYDRANT � ' .i / .� \ / REFERENCE MEP PLANS F REFERENCE CONSTRUCTION � �`�./ / t '� l # DETAILS - WATER 1-CLEANOUT FL (6")=291.00 `� f ,� `\ \, �/ REFERENCE CONSTRUCTION # N ,/ ,/ DETAILS - WASTEWATER # # o 1--12 RESILIENT SEAT GATE VALVE LOT 1 �, � REFERENCE CONSTRUCTION \ BLOCK 1 rnc,� " N DETAILS -- WATER / / �' [FL (6 IN)=289.90 \ ! I SCOTT & WHITE HEALTHCARE N /\Ow // o0 3pp� SUBDIVISION - % O/ / / �� ? \ VOL. 10179, PG. 50 M / / / �/ O _ O.R.B.C.T. N / , / DRAWING TITLE l" �%,� ,� ; \ a # UTILITY FLAN ���� a�ri�r \mmm mmmmmm ���� a m w mmm �■ WIM ��i�a?w�=,�� =Mmmmmmm memm'i ��fi�'�ii�r°� �r��rrrrrrrrrr� raw im may mm= m m =imm mires m �i m mm =mmm\ism MATCHUNE - CU106 MATCHLNE CU106 4 UTILITY CROSSINGS: JACOBS PROJECT NUMBER' TDSHS PROJECT NUMBER . F8W96852 11161 A NOTE• CAUTION. WANINGI G8" WWL=280.98 10" SD=291.45 8" ` WWL=280.41 " 4 " _ 7 " _ 24 SD=291.01 8 89.8 WWL- 2 5 fi WL-293.81 UTILITY DRAWING NUMBER CONTRACTOR TO VERIFY ALL EXISTING ALL WATER AND WASTEWATER CROSSINGS IN THIS SUBDIVISION SHALL MEET THE 1TY LOCATIONS VERTICALLY AND REQUIREMENTS OF TAC TITLE 30 CHAPTER 290.44. CONTRACTOR TO NOTIFY HORIZONTALLY PRIOR TO START OF CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE 24" SD=289.42 12" WL=294.03 ENGINEER IF CLEARANCES CANNOT BE "PROVIDED PER CODE. LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE CU I O4 2 " 5 RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE 12 WL=294.18 8" WWL=280.94 CALL SYSTEM ® 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 48 HOURS 8" WWL=281.35 8" WWL=286.22 PRIOR TO BEGINNING CONSTRUCTION. 3 30" SD=284.35 \..J 6" WL=299.28 PRINT DATE ' MAY 13, 2011 10 8 7 6 5 4 3 _ 1