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Home My WebLink AboutSite Plan As-BuiltRAILROAD SPIKE SET IN POWERPOL.E LOCATED ON THE SOUTH R.O.W. OF ROCK PRAIRIE RD., APPROX. 130' WEST OF THE INTERSECTION OF. ROCK PRAIRIE RD, AND STONE • BROOK DR., APPROX. 40' SOUTH FROM THE MEDIAN ON ROCK PRAIRIE RD. NAVD88 ELEV.= 305.08' MON 130 A ALUMINUM CAP SET IN CONCRETE, STAMPED "COLLEGE STATION MON.- 130, 1994" ' TEXAS STATE PLANE GRID COORDINATE CENTRAL ZONE (NAD--83)' Y COORDINATE 10200592.404 X COORDINATE 3569864.911 NAVD88 ELEV. 303.66' CONVERTED FROM NGVD 1929 ELEV. 303457' : MON 131 A ALUMINUM CAP SET IN CONCRETE, STAMPED "COLLEGE STATION ICON. 131, 1994" TEXAS STATE' PLANE GRID COORDINATE CENTRAL ZONE (NAD--83) ; Y COORDINATE 10196005.795 X COORDINATE 3572535.894 NAVD88 ELEV. 279.52' CONVERTED FROM NGVD 1929 ELEV. 279.43FLOODPLAIN INFORMATION: NO PORTION OF THIS TRACT IS ENCROACHED BY ANY SPECIAL, FLOOD HAZARD ..AREAS INUNDATED BY THE 100"YEAR FLOODPLAIN, AS INDICATED BY THE U.S. FEDERAL EMERGENCY .MANAGEMENT AGENCY BOUNDARY MAP (FLOOD INSURANCE RATE MAP) COMMUNITY PANEL NO. 48041 CO201 D, EFFECTIVE DATE FEBRUARY 9. 2000, FOR-BRAZOS COUNTY, TEXAS. CAUTION. CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS VERTICALLY AND HORIZONTALLY PRIOR -TO START OF CONSTRUCTION. r r � EI I CIVIL: C-000 COVER SHEET .._ C-Ea01 FINALPLAI C-002 FINAL PLAT C-003 FINAL PLAT C-004 FINAL PLAT C-005 GENERAL NOTES C-006 EXISTING CONDITIONS C-101 EROSIONISEDINiEi ITATION CON'f LAN CD101. DEMOLITION PLAN GS10'i OVERALL SITE PLAN . OS102 SITE PLAN "/A' CS103 SITE PLAN "B" A CS1(04 SITE jPLApN"G' CS106 SITE PLAN "E" CS107 SITE PLAN" F" CS201 OVERALL PAVING & STRIPING PLAN HELIPAD LAYOUT PLAN CS202 CG101 OVERALL GRADING &.DRAINAGE PLAN CG102 GRADING & DRAINAGE PLAN "A" GRADING & DRAINAGE PLAN "L3'1 OG103 OG104 GRADING & DRAINAGE PLAN "C1j CG105 GRADING, & DRAINAGE PLAN "D" CG106 GRADING & DRAINAGE PLAN "E" CG107 GRADING & DRAINAGE PLAN "F" ' CG201 EXISTING DRAINAGE AREA MAP CG202 PROPOSED DRAINAGE AREA MI\P . OG301 WET POND PLAN f 66302 WETPOND DETAILS 66303 WET POND DETAILS CU101 OVERALL UTILITY PLAN OU102 UTILITY PLAN "A" CU103 UTILITY PLAN "B" CU1 f14 UTILITY PLAN "C'1 C6905 UTILITY PLAN "D" CUi06 UTILITY PLAN "E" CU107 UTILITY PLAN "F"" CU201 PLAN & PROFILE ON -SITE WASTEWATER LINE CU202 PLAN & PROFILE ON•STTE WASTEWATER LINE 60301 PLAN & PROFILE ON -SITE WATER LINE CU302 PLAN & PROIyILE OiV-Sift WATER LINE C-501 CONSTRUCTION DETAILS EROSION r C-502 CONSTRUCTION DETAILS - EROSION C-503 CONSTRUCTION DETAILS - WATER & WASTEWATER C-504 . CONSTRUCTION DETAILS - WATER & WASTEWATER C-605 CONSTRUCTION DETAILS WATER & WASTEWATER C-506 CONSTRUCTION DETAILS - WATER & WASTEWATER C-507 CONSTRUCTION DETAILS - DRAINAGE C-508 CONSTRUCTION DETAILS - DRAINAGE . C-509 CONSTRUCTION DETAILS -SITE C-510 CONSTRUCTION DETAILS - SITE _ 1 C-51 CONSTRUCTION DETAILS - SITE C-512 CONSTRUCTION DETAILS - SITE LANDSCAPE: c 101 OVERALL PLANTING PLAN. L 102 PLANTII�lG PLAN,PAP' L 103 PLANTING PLAN "B" L 104 PLANTING PLAN "C" PLANTING PLAN "D" L 105 L 106 PLANTING PLAN "E" v L 107 PLANTING PLAN"F" L 108 PLANTING SCHEDULE L 109 PLANTING DETAILS L 110 PLANTING NOTES & SPECIFICATIONS L 111 PLANTING NOTES & SPECIFICATIONS L 112 OVERALL IRRIGATION PLAN L 113 IRRIGATION NOTES & SPECIFICATIONS ELECTRICAL: E00 GENERAL NOTES, SYMBOLS AND AEMEVATIONS E100 ELECTRICAL - SITE DEMO PLAN ES101 ELECTRICAL - SITE NEW PLAN ES102 ELECTRICAL- SITE LIGHTING . E400 ENLARGED PLANS E402 DETAILS/SECTIONS TELECOM: T1.00 TELECOMMUNICATIONS SITE PLAN ACCE:-PTEID FOR 00NOTRUCTION, J v ; C0`i�'i-' & WHITE MEMORIAL I HOSPITAL r SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS Is COTT &WHITFH.HOSPITAL�,: COLLEGE.13TATION, TX i; 't r�ll p k1,: TEXAS REGISTRATION OF2966 2705 Dr_-E CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 6100N • IVIAYQRA5 , ARCHITEOTS, INC. OWNER: SCOTT & WHITE MEMORIAL 484-238-8982 2400 S. 31ST STREET TEMPLE,TEYAS 7650 ENGINEER: JOEL: R. i3C)R. CK, P.E. f T98441 512-314-3100 JAC613,1 iENGINImIr mmo 2705 EEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT: BOB A. LUNDEEN , AIA " 817-735.702G JACOBS ENGINEERING 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010 300 LEGAL DESCRIPTION: LOT 1 RLOCK-1 SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: JUNE'13, 2011 ISSUED FOR REVISION DATE GENERAL. REVISIONS TO CLINIC, 1 01/1812012 REV COMPLIANCE LREVOR -TION EER ING ••... � ., i JOEL. R BUCK 98441 41 KEY PLAN: REV � o_ �.,� 0RJANCE FEB Q 2 2 0 1:: 'DEVELOPMENT VICE PLAT FILED: DRAWING TITLE 'COE'ER SHEET JACOES PROJECT NUMEE.P� TDSHS PROJECT NUMBER 1FI3ViI96652�>'' 11'1G1 ' DRAWING:NUMBER u • "00 J _.• . —s1 UU FH .. \d 1/GJ \J I-r III lilt itPRINT ARLOO I", DATE January 18, 2012 , ® x' I KIM 16Z I m r ND F E D o ��.. S�ya�� r € Y w HOSPITAL SCO' l', SHE RWOODAND BRINDLEY FOUNDATIONS SCOTT & WHITE HOSPITAL COLLEGE STATION, T JA'C OBS TEXAS REGISTRATION#P-2066 .2705 IEEE CAVE ROAD, SUITE 300 AU TIN4 'TES 78746 OWNER; M' VVIIITE MEMORIAL row, Vol 04-M.082 2-400 S. 31ST STREET TEMPLE, TES 76508 E NO IflEVR 512-314-3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, ITE F AUSTIN, TEXAS 78746 SC07T & WH ITE IT - 37�64 ACRES UPDATE TE UB ITT L w FEBRUARY 17, `01 ZONING -PVD-QRQlMANM#2010-1,300 €S�,itti DATE :3 ,. r;U301` SIGN. 1MP'4'EMENT. ts..AN—UPDAT: 3•'.emu` j1i a .43%C3., : 9 U Mt< P ER: 5 Ef 1� 't ''.+�'-s •� e .� . �;.. e { ,fy '.M N O�3 t;,.3�13 E3�''. �..ri •'F ` r � y IY i F `oi n :e �y qq F , c`Y.g.<<n 5.3. 1 .,w,.»..._ ... .._.. ..>�<:.<;» . <:: 3?syf(.-..it. �.. 7 j3 .E : S (..." 3-0 '7t t, 5�� .: .:..., :::..: ;. a.,.�ESs S^>�.'> �iziW �S �`iais.E"�F w:�I I�,iR>..Fi3 � �"''" �. �'�'�>�,,�§��.z ��, ....., �._ .�..�... ,.-,..,-. - - s�z- TATION BRAZOS - XAS t r� r 1�5..> ,., � :� ., � � W ,� f�f$,TE l :£ :S 2's'. 5..:"' wos63%�..'c3<.32'w4 £�Y....�..'<E:,..i.t.'v �.<.£ �3f'�"` + 5 52 FINAL FjP1 £: 1. E<... 2 t ti i g<`r� :L L frj1,,55� %'� F 8 x ,�sg, Sc.J . .. .. - . _ ... _. .. _ .�� '., ., �;•� ram- ' < � , , ,«..«v,�,..r�„oo:.:.�„-e<s.. wM,«.. � «„�,,.,.•�,.. .�,- .:v<.>ow-a�,�'>rm >.>v>+pr>�x >� _ :�».v� � �.vrw,+•�•w<q;»e*r.-,Y.>�»e� e,*wuvex�<-re- ,�t�' -. __ - , _ _< _, ^,..,,,,;-,..:. «n �'- e«»M+.• w-se+n>v rox.. �. �:..�-->�.,v,,,.�.F�-�:� <-�.,>H. .-s.�.-'--a`-`-:-M,,.,.,.N»--,-,-•e-.�<.�«,>„x.w« .. -: �sws,�.�..,�:�. 7 C�t�pp y i y �„ y; r$I%if LAT AVER I BRIAN60"VVERS 4 3 ; s •A x.%:£ 2'.f °s bit 177 B 10 9 8 7 4 3 2 SCO17 & WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS H Rif BLOCK' & W ITE HOSPITAL pat 25, 79 AC. wags"* COLLEGE STATION, TX 1 fLOT I PE"RRY 8MAN HOWARD 1 z57 Ac. VOL 1.9130, PC. 272 V R, C, r 5 J ell PE FOUNt' )4 _AP ro,&ID (qfAMPEL A, 8 11 1) 1 -4 b 4.5,07' L-21-80, I � <r �,a, 51 AS NOTED) CIOM41IN I- IRV) ROD MUM) V, V TEXAS REGISTRATION #F-2966 t (0q As f4Q1`EQ) C;J 2705 SEE CAVE ROAD SUITE 300 In" ROO M11-1 CAP KT AUSTIN, TEXAS 78746 (sTxmna -A"o 41) ,ALV,jLAI�j) POINT R2�v�, 00 at' P, CEED RECORDS t-AOON MAYORAS S CA L E OTFICIAS, puptic i;E=RDS Nmrr,mBER. 2010 AZOS Cr 4 __�---CATFJUDRAL PINES DR� ARCHITECTS, INC, ,,J�JTY, TEXAS L9 \V/ '�-y,\- -, CITY OF COLLrGE STATION ptj I 8L)c Vntyfy LASWENT BRA20S COUNIY, TEXAS T-1,A,E, PUBLIC Ac�,TSS FASEMENT 15' DMICAT-M MP V26 \AIJ AREA f I DEt_TA-4'Q2'17" T I At-kiTIONAL CI6 OWNER: R IC " T - OF _'N A Y L _M,82' - SCOTT & WHITE MEMORIAL (0,28 AC) 1w P�ur 484-238-8982 GRAPHIC SCALE CH-39,61' 5CAM� I CIO 2400 S. 31 ST STREET Q WM 'A TEMPLE, TEXAS 76503 LOCK LOT 1 ENGINEER: c 21 LOT I AC. LOT 1 JOEL R. BOCK, P.E. #98441 7,16 AC. 0168 A0, $12-314-3100 BLOCK I CIO LOt 4 BLOCK 2 9.,�.I, .1. 1 0 k -,0 r_� JACOBS ENGINEERING v E 31 C3 2705 BEE CAVE ROAD, SUITE 300 lo, PM,-� -24 P,kC' I, AUSTIN, TEXAS 78746 Lor I _Pv,E _J Lor A rL FAX, RCHITECT: Oil, K�i' BOB A. LUNPEEN, AtA 5A 8LOCK 1 41 w_, nz�, rll�, 1�36 7, $17-735-702-6 CHURCH �,I, \ �1\ C23 MATCH SHT 3 /vj JACOBS ENGINEERING F 34' A 777 MAIN STREET MATCH SHT 2 J W_� �Or �152-4 7"NiTWIS1, 'w 'CIO -------------- ---------------------- FORT WORTH, TEXAS 76102 FZI-�NT ar WAY 7-7 ------------ SCOTT & WHITE SITE - 3712 ACRES 11VI 11: Al 4" PO ZONING PDD - ORDINANCE 02010-3300 <1 STA-TE iPLAZAS AT 90-1 tfMM, I CA_ta��w r-�-p MAT j'i PRAIRIE 61,4& AC LEGAL DESCRIPTION: MV, W �EEI ER L TO, iTW 1 �,vL- 7,560, PG 14 k D. C, T, 0;,M, Pa. -341 -Lor LOT I BLOCK I ycx, 30 ROCK 11"RIE �70' SCOTT & WHITE HEALTHCARE SUBDIVISION JAICO LOT 2 A CE -c, SUBM17TAL DATE: IAOL 95(_'�� 20-5 JUNE 13,2011 I 0�- WAY 5'E PtP P4,AT CH 7..�M z L= 7, 110, ISSUED FOR REVISION DATE PATI, Vli�, UEAPING DISTANCE— T49'42'W 52210'18'W L5 L7 _t4 Q,3:, 3,52, 174J.9' _L10 Lit 0 '49'32'E moo, 1,12 N2210'W'E Liz '__q8,z5, i6 _ B4.101 MAO' LIO N4_2�t�24_*E L19 15 1 0 _N47401'�'L_ _7 �,p 0' 4i. 00'- -5- _1S _�_ U L27 L2B 1,"42 ' - ' 4�� NNA:2_'19"N C35- N. 4 L-31 S4 SL4r,W __..L33 L34- L,35 �3_6 L37 _ yL31K7_p_,Iqw , 1030,73' 2�1,89' N 3 2,11 qq�y_ -1 oil: m L40 L41 -9w ��42, �548 L43 S5913'34'E az, 36A81' L45 L46 5'75'27'21'F' L 4,13 Sr6VQ7'48"E 21AI, N36'27'05"W �g lt� _!:�49 .- L50 Nli, '42,53,w 342_g�, L51 32.25' L52:, NSW27'05W M,25' N4247'53" 5yK_ L54 Q�y�_ _jL (14, f �L,, L 5 6 N13*32*55'E 32,59' 45,15' L 7 L5 L59 L LG�_ L54 N47*05'54*W 3n2 I 1_-5Y57:4j'W. 551-57443'W 1258,28' 2 73, 9 6 L66 fl,11:27Q V 4-5j!j' L67 __111�_r; L68 N C2EW__ B6,90' 7TFq- . �6;-45'4 2LF_ _�EZ, L70 L71 1.72 __L73 52Z10'l8*W, 40.00,' 128,02 CURVE J'AM MTA '2�:__ L'� I� , 130,43' C2 131 _14:5 ,_Z_31,5-1�42'10- 316,54� N2419,21"E _L15,C3,T 14.34' _J�L MTl 7'50 " IN 21,26' 13 _205, 36,10' 84 00' 779A5' I _§W'35�57_ye 101181� 5j) CIO 281014* Oil 4716 ',�7' 570,00' 457,10' -Tj -2 -- 35-M,' - C13 _mvf�qp, 90-0delo, C 4 Tl '3 7' _25OW 530.00' 59, gl� 11 2 X, q CIE P"Q 2 5, _00? 2 _�%_2� _q3 �w __� -6, I_ 17 -.ix_ -0- _0L 2 a'3T1.4'_ _,00' _1�m6 2,L5 -5, w ZX7zf Ll:- Cie , 9 _2 )* 5,01 39 27' '49'42"E 35.36' C19 Ig_ _Z20�aQ 694,26' C20 I r2l _rm" 13' ,:�W_ C23 8-y2,2,i7, 15.00' 5' C24 123'05'7 247,00' C25 ____�-g- 71'20'IS' C25 , 131 'I 7'E C29 8,21, _50ow _ _ 30 _J�T)_ ___ t" 38 0 7- _"A 4 -6.56' C21 __AA:4,VIj: 157,56, c T11- 4344'11* 18 5,50' 89' ,:53 C34 43'44'11' 43441 11 _21. t,-'oO' -A,3 IFIA51 lw,5f, ,25_ 7 5'5 5 570.00' 4' - -7 rx ro 7' C39 45, c4c, �T nq� 29,80, *'47'39' C42 6 m_w ', �405,9�09: 4T !,I 7^L4:�5qIF- 2.1"my 36'53'34' n C45 2827? j.' _� , �1;� .4 O�F_ C46 2 - 544' 10,00' 1_58' �_ �'12 82' 1w C48 20*16 45,00' 15-%2' C, 5 U X00',4 w3- a ,�.58,4Z. 2, I'E 2.4,991 C53 71,38)Z 00' 2 C-54 26,11' 26,15' 2f"If, 71,47' 620XD �,y LL1, 21 w _50'' gi F _M77 _�14 '53,orl, 1 74,0o, 15' CONW011, D AWDEN IMVESTMENFS AIC. AREA VOL, 78fg, PC, 266 U"h C, T "XI PUBLIC AC`E�35 r"I I Y 1111111- t>3y rA Mat;z t=ly ul > J,� tt j -01 W. 2f), D 13,20 AC, Tr. A�', , C,4)� BLOCK 4 B tr� Vol p vnn -h� ? 10 LQ T -FN, BLOCK 3 N I S4 JS C'e"Y'41 7 4 6 'S" SET w 0, COMMON AREA 15' COMMON AREA v,, 9�1.,, �;,f �Al� "n 0" A's ?I /I " tN 17, LOT 2 SWIE OF 7f-:xf1p, t 1,W M tht�b $,hjS 0 BLOCK 4 NIP I -d on �hp dqt Wks j 4 and ti*� fl�reoA Pqe,-,rdrd d ,if bj, KEY PLAN. 5 s 01-4 4 k?45;;;;1 1,2�- .. .... ..... sr4 ",I, Z1. B 60cK I I SP(NAf,66ROOK P 11 1 p 0jF�,". Scott White Col Stotion R SHEET SCOTI & WHITE HEALTHCARE z__ DRAWING TITLFI Gomm tqu�a-_P�, F5,VY96-5/2 B U7�'E NOVE iDER 2.0.10 L �El _�'_ _100, DA%1D PAUL CAPR, �401 39Sr? is- SUBDIVIS101 I 4 FINAL PLAT 2705 Bee Cave RO,9d, Suite aOO TECH�LICIJAN� A. YANEZ DRAWi �111_'IIM Austin, -1 exas 78746 COLLEGE STATION BRAZOS COUNTY, TSXAS T_ LAI' No, JE P1 W �/A DESCRiPTIO, N' (512) 314-3100 Fax (512) 3,14-3135 F8W96852r ------ MRR 13101" 0 F, �,k! t,:�N JACOBS PROJECT WOBER TQSHS PROJECT NUMBER F$W96852 11161 A DRAWING NWOSER. u)W002 PRINT [INTE JUNE 13,2011 10 1 8 7 6 5 4 3 2 1 d "M �iMr �P, 0 m m, ,m 1% H: _M 0, Fr-, nr- g m L::d' H IF I Ali ki 8 T ------- - -- , I ------..--., - ------ --------- - - _ I I 5 4 3 2 SCOTT & WHITE MEMORIAL HOSPIULL S0077, SHERWOOD AND BRINDLEY FOUNDATIONs H SCOTT & WHITE HOSPITAL COLLEG E 3TATION, TX TI�XAS REGMTRATION #F-2.0 65 27'(35 SEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 M 0 0 N rA Ky, 0 R A ^3 G ARCHITECTS, INC, P OWNER., '�Z-,OTT 9 WHITE MEMORIA1, 48413819102 2400 S, MT STMET TEMPLE, I-EXAS TOW ENGINEER� .- ! 1 TH: DOCK. F%E. XSS441 512-314-3100 JACOBS rNGINEERING 2705 M.0 CAVE ROA% SUITS 300 F AUSTIN, TEXAS 78146 SCOTT & WHITE SITE - 37.64 ACRES FORNIAL SUBMITTAL - JANUARY 16, 2011 UPIDATE SUBMITTAL . FEBRUARY 17,2011 ZONING - PDD - ORDINANCE #2010-3300 Issufm FOR R M_Slot; DATE 7"UZ-t-) -MR SM� $USMITTAL OVA1011 TWO - ORST Mun- I SUBMS1,0N 1V;FR0VF1AF-:NT PLANAMOATE 2 0XIM011 tat PLANOPOATE 3 lumm"I SUBDI)MONIMPROMIENT PLAN -UPDATE 4 04IM0011 D c KEY FUT Nlz 1,14 X FIN 1�\ v ,/ FINAL PLAT JACOSS PMZJECTINIUMBER TD51 S F1R0JF--GTNU1o,13r-R t5RAWING NU%130� U N1 T 7�tMT 0 9 S Nil APRIL 01, 2011 NMI- wr Fol V V ROD YITH c4lp F11,-'00,�,'-, 2179 At" \�Qxl�, 1LOT 1 PZZT)�PRIIIN hla;IV4, T 1VOL, 79,5D, FG, 270 QvN PPE F000 �4 4 T4 4'4 8"F, !.'A-� NOTED) "H=21,W 11�IoN ROD FOUND A T-tU F�,OC, INTIN CAP SET (STAVPECi �4 0 Cowen am, NOTION <1) W, W Z `-CATIHEDRAL FINE�,' 13RL tow Mv, M INS o p 01V OF (,Q1,LEGR ErTAM:Ull BRAzos CQV�-,uy, TBxus PAL PUR11C ACCT",S �45UENT A W unm-w,-fn ]FOR (00 ROW v"I Q,t (M AT A lei T X�z LOT I L(- LOT 1 Vo� 3 7.12' 7AS V7 p 4.1 Lor 4 ;.p ., 11 4 1 BLOCK 2 IN 1� lot 11LOCIVI Q &01, CIO v PAL WINK r 10 W17 4 4, 54 Oak loll LOT T; Wr SOCK JI e A UNTCH SHT 3 I MT `X71 FT"'" ------- ---------------- MATCH $HT 2 17 WWI ---------- - ----------------------- 77 4" �-s U ','�A U 1,�A( 2,W R,`.Jc� uruy SWE 1`110TIMY A7 Rv v 404, � P,, r"-' , S. S�. "A� to? NAT own 1�21 QNS sLds Ac. , it f Lor A NOCK f so 6, rmu;T 1 9? --V I f / / " . 0 (18 79:1164 31E ol � � I X 0 1 1 - cs UNE TALLE E -UNE HEARMq b q ms L11 N - 77 M4 vo X, iuv� vr 0 cn, f --z v�Z A , -,2L, c i'L 031 4 ale 1; C21 J�"* wall' u� M: I -k6 L R n, "n f � 11 j I - 1, . / I /I lo FON lmtoa Ain, vo R-7% 1411 Tom, % N. 131124' hazy mi -7 -�7�-N�GTtj - ---t ,h"1 -1 A4 an. 02 IV 11 loll --All! vusAny -- 11gy fi :L El- c I -is& -Ahif 1 -21 All 1: Mel i � L A i72-7, --- W TIM LAG ®r N4741'31"N -1� - -1w A a "All L) c 1 B I A � 74, [TH amal I I -jai? q "vown 716W A$ -E BLOOM 4 v5234"M' ,!0,0Cr 27,5131 SNTTW�� 11 1371 - -------- on 81-N, C14 0 Santis! z �z �yy n -.Z IV Clio off yvT4", -;Z212: Ally �11- - W A .715 to an, ii I' Von v ObM��A Ems / , I Q7 I i` RUAL 4 7 4, 1 POINT 004 c 1 j 10, Q Z110, --z LQc T I I w WWI US _iy 0;7" qo�qf V03 Aul, gp,Tjq*r.�` 2agg� 517* P4 13 r,7,,1V -24 1 � � -�,: --allypsy !!I ENLOCK :33 -125 LAS 05 MAO' q. -it C20, suvows" 27, 3427, stay, q, K L 2, 3 1 I'M 210W 3917 . . . . . . . tl`�14 6, J C0 L2 :�WK.- -5-I'L WALL - OWN 051 yp "r '4' a an tam WWI an AREA No! S2114- 65 C121 ov -Jhti -00 I I-SANTS Q7 k. -Ah -1211LO W: L WIN, IS I - 00 R M321 1TV"'As 10107S I C25 12>45' N5 �'2 1. 0�51 -211191 MOW 5�iz�XQ' I If"Zi4! 5W, -A o� / va 71 -Y.0 x'-so's Ir :121 "a 4. to LOT 2 sit -5151' L flAf1h" _!AQ: C41, 00211 C'So 5AWASW 125&2v C51 --Ay 1&51 N720VWE 1v'.67B- cl -1� CT av5i"-iT MOD -91u, 11,11'3 3 V. I �'E C53 We"A" -My35W?- -Mcn, 02 ��5'5 ME*�'S - - - - - - - - - - AlViZI �?Mv 11.1111F*190� I V . - J r- - -Iygg;qj� nuf ROY -RAPT", ------- - Any- �V:l 2v 'k > T a IS �3 51 5 el, 5 T n"Tj L Ad -4- - -am / _Qj�iM' > 534,05^ E32, --- - --- -!0 MTvn"nrmWw 'PROJECT, S H E ET ........... 2 SCOTT & WHITE HEALTHCARE MCHMCAM,L, A, VVT- Z`1�1 u B 11") i v I S I (c) 2705 Bee Cave Road, Suit�i XXI AN Aus.6n, Texa,,, 78746 COLLEGE 07k11()NJ3FJ/Q7Qf; C&PIK, TEXAS E: PLAT Ne. (512) -31443 (812) 31+3135 DATE L BY r-IF"VISJONS FMY9 6852 (,Aa5E f�Z N X12 k't ---------- APR 5 LA IV Al R ,/1 ; e A 10 9 7 6 4 3 -1- ---- - I I -- n _3 M&T so - __Omn - I_ ROY -RAPT", ------- - Any- �V:l 2v 'k > T a IS �3 51 5 el, 5 T n"Tj L Ad -4- - -am / _Qj�iM' > 534,05^ E32, --- - --- -!0 MTvn"nrmWw 'PROJECT, S H E ET ........... 2 SCOTT & WHITE HEALTHCARE MCHMCAM,L, A, VVT- Z`1�1 u B 11") i v I S I (c) 2705 Bee Cave Road, Suit�i XXI AN Aus.6n, Texa,,, 78746 COLLEGE 07k11()NJ3FJ/Q7Qf; C&PIK, TEXAS E: PLAT Ne. (512) -31443 (812) 31+3135 DATE L BY r-IF"VISJONS FMY9 6852 (,Aa5E f�Z N X12 k't ---------- APR 5 LA IV Al R ,/1 ; e A 10 9 7 6 4 3 -1- ---- - I I -- n _3 M&T so - __Omn - I_ H .A USTI , TEXAS 78746 ARCHITECT: BOB A. LUNDEEN, AIA 817-735-7026 JACOBS ENGINEERING 777 MAIN MEET FORT WORTH, TEXAS 710 COTT & VVI41T SITE - 37.12 ACRES ZONING -PDD-ORDINANCE#2010-3300 LEGAL, D RI TION: LOT 1 BLOOK 1 SCOTT & WHITE HEALTHCARE SUBDIVISION JUKE 13, 011 ISS EO FOR RMSION DATE qak,•:' : ' E . f `_�f-...-...� 'A"_-. •..,..i" Etj' •.°"-;�,:..,,,ti F is E'S 4 +.i • +. ;/ 1 I � y.,t�. I1,�_ �E2:..- �,. S"' -•'' � : � 54r'#� t}6"`rY �'•-- -... _ '�'""`"'..."""'"" J I _ 3„ C5; , 4+J.€1a ` "^ N� F # t4 k a r y a> ^tea z ,?iaErrtt 3II?)2'1,. �g;.t1'#3A �a'aF e � �t� j �:�� \<� �;cy�r.''<£, .�� ,r, s re-r:�. � �C�4"i•...."`-^»-. "`"-.:..- � `�.i,j6' ri-=4fi31'" ' f �•52 v � ..._ .,,•. L,`r� r, I ; z r �- .C- -d•F F '_r' .,'�'�t�' �� „�: kC{�.�,>;.<.4,w s ? J' ij I # ` i fix• c } w C41 } rn Ii., "• t � `� �, sus � .< EFITA1A I�s'4� C 5 " , .. r m tj°1.51�3ft.I7"Y ,S,I��°�ETV~7" ,f � ° � ( `� � �,, I- BLOCK ) DETAIL "G" 1 ;i ',n.`031.�JJ��+�st t 25. l'� A fir.. .....,,.,t �,. 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(AS 1,iITi fill ::d fS> i ?: jf<'7' „t ^ ., }?>- F :ifi YE i; i C•, .r?> rJLI i .> Er L. 38: , z E - 1 t #/2' € ON RODFOUND ND S A 117 tjl�,,.�,?' "l , f: 't''t_. �id�ti, 1a G ^. ".?: Vt I (E)l tt tdC?EC3)y i i IRON �yy,y. LtSC�* },)fie y `,�i.. : €s\��f f4VA.l ,S.,t }'1. 4}4i' ��t. 1h� / �, / ti£#527051Y rs1T9' 1 ii.{i; 1 STAMPED JA, 9 : E, 4 �. ( ra s TES REGISTRATION F�2000 Bess W. GALCULATF€3 POINT _ �aROAD, SUITE 300 c i rZ : DEF RECORDS }� PRAiAS �cu:M �xr�s SCALE ' 3" �t��' AUTIN, TEXAS 78746 C€li€.; k'Ui?..€C E2c;C'.�iift5 F .11,A.B.0T .. Ff \ , t.U:F. P1tEL€C €JTI €TY EAS%7�£t17 Iit�ia ' IIa4'1`]Aa ` ja7� .._s C4 �y ��- ��i cVjNr-(. ltm,3 CITY OF COLLEGE STATION BRAZOS 1'.��.�> ,�� ,'' :' <`"`�.�'•;,�' ,,,r \ �: �I�A�GS iJI.J�iTY, T�Yt35 i l <,: '' '':,:,,,; I" ! /Y ••' � .%. ..; i � c$., t. M ;a: A.t;, € ��I,E i." ACCESS cASCF,41»#`f# '``•.. J :✓ �1. k7�alIIfi€TY. EASEMENT ARCHITECTS,4 E 1, 01 A C, n �,�. -, 1 ,,,fir DP, �0Y R: k' \' r VISIVIL1T `E4SEAlEN y c1zArNte SCALE •. ,.•' '' 7 .,___. /LUEPASITZ •f �. VOL. 4792, PL. 4.; ..,�' gy.7c ° i1E01CATFCi € a s aCiTi WHITE MEMORIAL r�. P. fit. r ADDT1CNAL � 5,2400 S. 31ST STREET a.484-238-8982 (0,52 AC:) TEMPLE,6508 C f 1 Y TEXAS7F tom, / f.r•' G�'�. 1� ut3 C x • ENGINEER- 6""wmw 1 i i"'. 1 f JOEL R. BOOK, P.E. 998441 aL7rt1 J3L,L77r0t.VOL, 6�oz PC. 97r r2«'il»3IUCI � 0.r.it: B.G. t ; <.� �s.`•s'' ;> � `�� `r: DQiIB.i.,E 270SEE CAVEROAD, SUITE 3130 MOUNTAIN RI). 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U 71,12' C77 9{31'Q ' 4 41, SQS?1 #5"it G` G7i3 9`t3'i17" 1fi ,t1t#` i6,±11' N51<1fi'26 E w 16%, 79 105 o7`15x i15C1' a_,92' NRCi'_';4'28-W C 3 its S'2i" €5:5(7' t{<16 S32'5VO4'E BAW C&1 7i1 tg 9a"�Ct'_-, fi 11 1d4I'37 55�iY .�'is�(t' Gat a7 56" 44 �50' 313 59 .._.ti S7TS 4O'W 18.79' CS,3 -50 1� i 12' ia4.DD 54.2 9'S7`a3"E 3A•T7' CH4 63 t `2 .• 4,4f3 44.116' 1167.49'52"W LINE TABE _ LINE UEf M14G DISTANCE L74 S41 y 7`42"F 2S<dtl� _ L75 i1f31 ',�3�,E 2.l5' 713 S2014'201w M95, L77 his3 22'tti'E5< .�- L7a N2&i6`3C"tih` 2a.a5' LEO t1487CWE�3i�"E 25.767 L61 t4"�2 3'16" 35.3r3' L82 S44,'4-8'2£i'W 505 1-134 S83357'59'E 11I. 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PLar P1iA1RfE' t 1C7, PG, 4 15 rry i j 1/ s�.L•q,� ti 0,R,6(' t �> 1 ftt n��< IEi y� 1 q�`f` �`Ft 'tkS �M 61,48 AC � ,r LCr 1, £3LOCK i aye<n, # rr r ,1 z #1.1), WIEEL ER LrC}, qp L�1T 2 % ROI1e PRAIRIE. � f�� 'y x tr„ _; � �1`� L'. £ } l \ ��1 VOL, w��'7, F�, .3�1 MAi?KL iPLAG.E `r 0,P. .B.0 T f 3 w n. 1 i r 1 Rnr>r Errs i �snscRrEsra ,-_-....,�� S MR F1.41 / ti£s * .. t 1 1 1 C ct9 r [t � SrB fT'kO g CH 7• x(j' ele Station SHEET JOB NUMBER: FBW96872 DATE,, NOVE T T � I �,.�•>u�. ;mot ti, �,:...<. �,.,�.,�. .��.... �..��._:.�'� OF ION TECHNICIAN: A: tA' E m iti53tlG Rrt.?iiet?�J w. iZAt'i if : ii1 . £tl 1 k � P ; , . 4 DRAWING TITLE Ct 's �' � �. � _ rE 6kEEi� $€,411 � +�m1.ktE. - a +, ariT.l.ti( _ TEXAS DESCRIPTION: N,/A _ (51 ) 314-3100 Fax (512) 314-3135Austin, Texas 78746 COLLEGE STATION BRAZOS t TE BY 1 RE �'iSIONS PARTYCHIEF; M. P-R WN I MILL I+ $� �� PLAT IBC. RELDBOOKS: 467 & 4C,8 _ '8` t96852 F1 L PLAT ,; _< _ - �. - .. LC... ST tvfii�ini�i'h +,St^.4 E,°�'+2za`➢%!-,At2-3.+3»C _ .._ CASE • t 0270 a .. ., ._,»..,:^q:. ..�,::..+.»«-. _,..-,«.«,.-..,.: _:..:. . ....:..,....� .: .-, .._. .: ...a_�.,,_...,_._..._�.._..-., ._. ...__.v._.._.,.,,..�. _,.:.-....•.... .. .. _:., ,. ,_...,.: ,,�• ,. .-^ .._._...::�- .�+�t�*PROJECT T�SH� PROJECT U4�PF\ DRAWING NUMBER 0 0" 3 PRINT LATE JUNE 13, 2011 _ Rj $ 6 ,l 5 2. 7 I 6 � I : � � � �,� �, J, , 51 4 1 3 1 li-.. - 1 � I �l - I . 2 1 lllll,-�� "w" ffipwmvo'p.�,�1~0"- ------- -.1 OWTOVM�� lll""�"�,",�."M"Ml .. . I . L . �1� " � I - 11 I 'i ,�$ '11'1§� � �. . , , , - " I � il, , - -, �, 1, 11 I I -.11 M� �, ?'-',�", � . , "I � ". . 1, , , � ��., I , . I "., �� I .11 .. , .-I i� �g�", 5 -� 4 1 . �l , I Mzl'. ", 1.� � , I lj ,� . @ q� . ". � .1, -W�-��d- m %.x .i ... ��:, �� I "', , . , I I I I 11 11 " , I I � � I'll -, I ,MtQ SCUTT & VVHVf E M EM OR IAL "!I ��, I �M�, �� 111. '�Mlzll, : -%� I . 11"'g �-— HOSPITAL � "p, , .. ll--,-� —�: , I., "�, — I � , !�, , :11 I'M , I I SGOTf, SHERWOOD AND I Rlzl�l � .., QDI ni r-V f--nHNJl')ATl0Nj-q I U I '. � "I, 11. I . :::: I I... i — "I 1, I H I I V1, �-ll 1- �. I ..,�:, 11 . I �� I-V 1. , , R", 1, , " :: 11 1.� I . . .- c� I ........ . . . . . I .. ... � ---.- �. - - , I ---- - - - - -- ----- -- - . - , -; ... �-'-- .... I..".. --11.1 ''... ---- - ��- ��_,,�".*IM�402��,rll"��,�i'll-�.,.,-",%; .... ... --�----------- ....... �. - �� 11 I'll, I I - I , �---1 1-1 -11,.- � � I "-4-1- -1-11-1- -l.-,.---l------ , � 1. I 1�1 �:;� ---.- -,�,-�!"r�.*�.�!�,L�:��,��T:"�":�� 1�. 11- I 1. 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W,—��-=,!---� "--l' 1-1 "-"'l"v"?- 1-1 -l--n,7---,7=l! -t--- -, ". 11. . � ;7- 11 ��.,�.�,�l,.��'ll�l,"��e,$��R,��)��,,��i��;�,a��re,��,�,,<�,�,.�,4,��,,',��t-:.n�,�^-.��-,�n� .1 I -1 1� -� : - 7-1111" 1, "I'll I I � � � � I I I . �-'!�;F 'FLE mv;, ,&�,-,q"-,��,-/- A�7 . cl , - I I . I � I I . � � I I ,. . � I � � � . I I. � . � --'----�,�,�,.��,��,�,,�...,.-,��,.�,."�, — . ------ . . I . � I . . -- ---,- — - I -T I 11 . ---- JA1=3S PR0JF'-^T MAORPR ID'Slig PROJEC NUMBER � I FBW90852 11161 � I A ---;----- , . WITGMEUL C01i 0 R A rP N G, N U ki 8, t: A . ,; 1'r,,4 G T () Pk S � . G wo ?"'. '-`� q I I I � AM 1, I') Zillll t ) v 1`3 . I . . BRAN BOM',!ERS I FM 191 H E B 10 9 CSRMICATE OF OWNERSHIP AND D`;MATION CERTWICATE OF SURVEYOR AND/OR ENGINEER STArF" 0TEXAS } STATE of TEXAS } COUNTY of ST?AZC5 ) GCdL€€tiT OF }y BRAZOS f t(we) Scott &White wni3?yorten/Investmentc, Ina", and tack Prairie Development LTD., fl n , Yon. J.... - . e r<. p + : 1 a h � ors tt �,..tt � r (Engineer), .. � '; s owner(s) and da rape (s} sy. the and shown � ti a., plat, on,f d.,sr�no,e¢ herein as the S & €, '.,..� , .,_ _ ��, hut7a,t_, .d Public y3< {- g 1. _,. Mx�, .. ! a r t;itn Hcolth or+e Sut�d:w3.^>a o the CIt a C tie ;, n "texas an �h a ncrn fs is/art Strata of Texas izeretb' cer if,trial-this tot rs true a.:c<+'ccnect-and was Prepared from on tmtuo3 �. c ors t a y ! o, 9 Sta#a , d a e c, R £ 1p x, r -'f ^ ary r the 'f P t8 WprEi 'C7C, `.?f€ nnaf'.r rn ,:.rt r_+rvj3 n n'.7 satiscrtbad hrtfrtn, Fan M'fy destSJs;a,e 1a the tyro of the public forever zalt streets, alleys, parks, s� ey c, the property cord that prerserf;✓ rr+rrkers ,. i infrastructure, n r t t i tiiri trerr:n on fhe ground. t caseme t_, end pub€sc p,uces ,hereon show?,, far ,he pwpF , cad acn,dera t _ g o £,�n ► # ti Scott & c Aa Tijxos fan rot€t Cr orotie %. <,•, 41<1 >€ 7aart 'N r ryt't%, Fro:#€went d Chief Exacutiyr CF>RTirICAI-: Or MY ENIGINEEP, Yf AR;f d�tNVcStA4EIJTSr ..��.£sty E_n irrerr of thCity hof Callogno Station, Texas, it1C., hereby car I that Plot nnn rrs Fo the reqvir. itt� of the Sk c,rIan Rc,<€of onr ,Tr-xos ar;rparoi;on. of the city of Cai;2ge 5tat€ar;_ dA -4 y 5'rnginc, :w3, Ccndact; f7uFcCr, Sr. ice President �;t, cf Ca+tsgo Station •#3 ROCK PRAMIE DEED LOPME , LTO. APPROVAL OF FLANNTNG ANQ ZONING COfdW; SiON ?, Texas L imitad Pcrtnership n a r. C K PRAIRIE : Ai,T 10 1 Ye,, f 3 nn;n, r FJ R E Y t1 L.L:f :. t„inarrraar. of o and :7an3n i a„ mIs acn <ss'•'mlt Llob'Ilt' Pon it' G era€ Fortner fl Ilia city of College Station, lvr b ar "P tt f'fk3e Esttoah::t Prat was liar€y aPF rq ed by the '' Z Y g X Y CQ"nrY+,'es€on on Ilse day LIT: _..... . ---- . � _ _ Pra�idcnt Chrirrn.n� ATIE^a7;' re,,' t TE OF TEXAS ) Cit.}Sacra€rrX COUNTY OF BFLL ) Tits instrtmcst aas acknnwlyd. f n r 1,,t f w C �! as brs or, rne,a the �__ _ay o 2.1f, -y Robert, W' Pryor, Pies#deist and t;tsir,f Execu!€vri;Oftic*!r of Stott & White Healthcare, a Texas nonprofit coo carat€tin; an flEJ2`#[Fif;;#Te t'I% THE ?;(3I_tDiTY CffC�'E�, hs ho€f of salC Aerf%rrotion p G STATE OF TEXAS J t ¢ ., "? N0a'y Public, State ct Texas ' 4 r C o Into 06,k, if, o.,d fo• aaaad ,.a3.r.t., do ?set ,a .,"'" �` ,. � •.: .. _ , ,,.. ;, certifyThat tfi€s3 rain a tthe, with its o-r tlffaatas of avt4rnticolic,i; woS filed for s',�rar'd €rt rn office a". t 9 a x sr _ ' f ;n h •'-•.- ,. • �'� �3 _.'' , .:'' r •�:'� `��. e__ .'"� .:.:.�5}u ..,. day a . LC?>�_�.�.,.. e i?eed F�acarc's of C � n ore a^ County, iexar, in VaI ams _. ,. ..<. . y , ,., ' ,' , -,• T ,.x,± :3., ,, ,., ,ti1tTL5a tornY nand and ctiicsoi 5ea1, of rraY office an p. yan, Texas_ : Fa" 4111 r ,^ a ----- STATE OF TEXAS � u> t• C?err; .> OFo.:os Cavratj; luxes COUNTY OF HARMS Before ML, the undcrsigoed authority, on this coy pcnBona€<y. appeared 7.i, Condoce Dufour, Sr, 1+fro Preslde^t of 'eiagarte sl€nve9fr onto, Inc., a Texas rorfrorcition. 1 newt; to me. to be, the person whc-ee Porno fa stib 3cr:htei to the, fora smog instrument, and ockoowledged to me that Fii:e; executed the tc i far Eh« gurpnso and cons€daration thee, s1n st tr ', FLOOD NOTC BY GRAPHIC RLOTINC, ON,L-Y; IlliS PROPERTY I5 fed 7.0<€E "X"< "AREAS DETERHINEr TO a i E> - f` .,n under +rrn hand and reef of off, n ; 1 c r a F= z } - �, r r', • y c. the „._.,�_., .__ dais of � __._r.._.., _,- _ «Cr 1, rf� f i i - 3 rt r.f 7 a .{ ,f { )AA �i tt : � �, f .;` � •- .. _...__, ,_w i1 OE sOJ `(F1;<2 Fu'JC=3r..A€i1"'. OF THE t"L€3E..z.L E ..f GEf ., .:3nv� _ f vC C FLOOD W--st-t�, INSURANCE RA'T k4AP,,CQYMUNITY PAN'9- NO 4504ICO2£01 D, `THIC BEAR, AN LFF CT:y DATE OF FEEipifARY 9 2,-Inm THE Sttt<VEYCiR FAMES NO :ASS€3RANCE A5 TG IliE AC'DORACY OF `HF ., E,.-.� ir.,( c r rq��h .rr +rc 'r r .:::--�-f'--�f3Lt•<E,.Tit1Pd5 ;.t:?Vt Oil FEL1 R°4 F1i�Rt>Eit�, h�4At:n,.T,tE.Nf „trs�f€,,. FL..Df3 INSJ„h:3r'd; R.1Ti, fi„I•5Egrtgr Pucif xas S t 7 z r.. - naON a- • t r zE PROPERTY )YTTf€,. SIAf I,itt3' €5 FOR lNSU3'A3dGF.. ht1f+POa.,S ONLY AND .5 NOT �,:J 7f�iNfDT TI3..T T1I._ y �fitltosn rdP 69, 3012 VYILL OR WILL NOT FLOOD. ' i, L-COTI & } ,'ITv HFAI_`PICARE 5L3T3's,7lYF,1lQrf PLAT IS LOCATED tN THE ROBERT SfEVENSOIN LEAGUE ?,BSIRACT 54 AND THE THOMAS CARUTHUR5 I.EA.GUE ,ABSTRACT 9, 2, SCOTT & }>, €i? HL'ALTi;(Alt1'- rSUSDal>viMN FLAT LIa S ta.'iTNIN THE HARLEV WATER IMPACT : FE AREA STATE CF TEXAS ) 1. 'rHE A CESS EASEMENT RECORDED IN VCL13t,St 705, t Af,,F 66 OF TTIE C•FFICtAL RECORDS Or $RA"Oa COUNTY TEXAS VrT L BE VACATED UPON T4€: C ?,ir^€,EIi;?t1 OF AN ALTEPNAWAF ACCESS AUMSS LOT I, BLOCT/ 1 AND LOT 2 PLOICK 1" COUNTY OF BRAZOS ) 4; IN ACCOPC-ANCE 414TH THE APPROVW CONCFPT PLAN FCR EACH LOT, CROSS AC;CESS'EASE?rlENIS /f3LL BE REO:#€CEU AT THE TiFhE OF SITE PLAN TO P#i€3YTt)E fLrTe3!?E ACCESS TO ADJACENT r Th{.> instrument,�, ,> cs knavr� before r f . 9I .>Pd c _dg.,d Ise a e me ari the __.elcry n „,.�.w _�_..", 20 by tdrJrt••feL51O5f4TlAL 7f2ACT5• Z 7 V Ye, A r r AR i f' v ' t ' L A ,aC �# DO, Preside dent. c ROCK PR.e.>t7l•. .,�.A ,..€ L.L.t.., a Tex i mated liability r, .COratfON A6?FAS V7t L t" 34f,P-itf± Ai�,• riAttl3fl,€:�'iEi) BY I?-tL" PROPERTY Ed�.`1`.>vR OF THE LI _ G company, Genera! Partner of f?GCs+ Pr?,r,€R€ OE4ELOPlf .T, LTtT., n ToxaG lirn;ta trfneair:p. an behii LOT if CftJ;rES. of sold Iim€tad Partnership, 6, PUeLli. ACCwSS EASE&4 HIS WILL €�E fit°rNED AND MAlNTAttS D BY THE EPrJrERIY OWNER OF THE LOT IT CROSS-S_ 7, ','nTHIN 'LIS€BI€_€TY EA5E3,EENTS CFCIC,ATECe HY IHIE PLAT, NOTHING SHALL 9E ERECTED, PLACED, i F --itEP O ALLOi�D TO GROW bd SUCH A MANNER THAT 4 .`tAU CRST?UCT tHE DRIVERS, Vl w, , ... ... f35:f.5 PRCH(.3i.itJ.thd.�..€,,u%.a1T ARE v3f LIMITED 77, FENCES, .4,lS , £JTfff SE.G. : ACE, of Ta,STRUCTURES, ETC. iOl,~brR, FENCES, WALLS AN€CRHFD-1ES THAT y. tiGr t» of Tar xafs , f°sIb`3. StNain "Y , t Ct x IMPAIR ra € J f RI Tl-i F f�� TO NINE FFrT {. .CI : TPE rLR3 MAY 3EP Rht7r� +Tt€ IMF Y n ' yy � n}an i3. Y T� w • APP VA_ C•. IIE CITY ENCII.ER• rOU,IES. 'P„3Ltr J5r_ Ate{„I iE. StC.K5 FIRE W.vR. Y . TR,'.FF'f SiClAGE, UTILITY STRL#CTt€RES> ETC - ARE C'i,E£,!P7CD. F. ALL LOTS TN T141S St BDIYAS:Q)N ARE CONSIDERED SEPARATE DUILOIW, PLOTS FOR ,fGtvAC:E, LANDSCz,PE, AND NON REc iiEfrinAL ARCHIIEG iIRAL STANDARDS. 9, A GAea PIP - LINE EXISTS IN? Fd? 2, ESLC3Cls 1. RLITURE sEVrLOPtdl faT ADJACENT IO THIS GAS PPE LtWd IriUST BE SOOF CINATED WITH TtdE t V44ER/OF'ERATOR OF THIS (W3 P€PE LINE, 10, SiCPMWAIET? DETENTION WILL BE f'E;'7b"DE3D IN ACCORDANCE WITH THE EIC tJ?WIEL SPORMWAT£R DE5'GN C?T3DE m.I FOR LOT I 13LO1,,K 1, LUST 2 L?LCl 1, LOT I rdt,OCK 3 AND LOT I FLOC: 4, ALL OTHER LOTS 0EVELOPEO IN MC FLI'MRE 4a,>LL t3^ Pf'QUIRFD TO F'RO`<'1'UESEPARATE S`=OFt.#Wk ER MITi(,ATION 0, R VERIFY ARECrlATS EXISTING, CAF"Ar€rr_ 41. c 0 LAid€; T EAq"d.E dT HAS BEEN PECORDED OVER ALL IRA IS AS 0 7CaIa,IFdT * .. n 3y r �?.. �3 iJ 1 �'� F"ROYERI, C1C.,C:f2:PT1(}N r, L 01992162 . !! tin 57 �,g �� f 4 f`tt 2F N� t A n a ltyld CJ?" R TT! ?T A' 'RtfT A 97 ._ ACRE TRACT IN THE T Dki,:S � U E €.� .:GE . r �ESC � G S AOSIRAC71 NMI N 9, AND )HE ROBERI _zT1 VEfd50td,{ErY,GRIE Ai?S�Ad""7 #3SJPSECT 54 3'l BRAZOS ti�€i'iiY. MXA5. PEING ALL OF A CALL 29.76 ACRE TRACT A, $ CT ..TRACT t , .ALL. (IF(IFrF,t.k 159;3 .as.?iIA,Ri; FOOT iP.<tGT (TRACT 2) 134TH i~ESCRiBED IN A S-PtCi& WARRANTY PEED AND DEED }y HOUT WARRANTY, DAIIED DECVkMER, 9, 2010 TO SCOTT & IMPTE HEAL•T-ICARE, AND RECORDED IN Vot-JUME 924E, FACE 34 OF THE DFFICIAL PUeL€C RECORDS OF BRAZOS C{y ITY, TEXAS, ALL OF A CALL 67,89 ACVE T"hwT (EXHIBIT A). SAVt AND EXCEPT A CALL 2,06 ACRE TRACT (5;PINT B) C:ONTA€NE0 VARAIN THE PIGHT--04'-WAY Of V-0 iTWK R re, AND R p 4` Ai F'fH i�iT t; f r, rlE FSDAG, ..,df7 ALL O!" A tr.+LL tSSfJ SOsJA.,E f"O#yT 'TftA, (., t_ ALt. AS DESCMDEV IN A SPECIAL WARRM1Y DEED, DATED DECEMt3FR 0. 2010 TO SCOTT At WH M pdr~� LTI-ICAPE, 'RECORDED IN VOLUME 9915, PAGE 12 O Tt?f OMCIA.L PUBLIC; RECORDS OF- URAZCIS COUNTY, AND ALL CF A TALL 2,05 ACRE TRACT CONTAINED AITHIt'd THE RIGHT-f,,---WAY Or OLD ROCK PRA.IRIr- ROAD AND OFING VACATED 13Y TILE CITY OF CELL EGE STATION TEXAS AND RECORD£f3 1" V61- 11,!E 10010, IMAGE 8T 0' THE OFFICIAL PUSUC RECO70S Of f3RAZOS COUNTY. TEXAS, $AI€) 37.69 ACRE TTTACT BFING IAOi? PART1G1.ILAP' Y QESCI OED BY METES AN€I BOUNDS AS • FOLLOWS V07H ALL PEAR NGS VEiN ; GR1D AND Frf EFENCE TO IE TEXAt COORiJ HATE SYSTW NAD 83 C04TRxL ZKfdE Ari#r3 THE SURVEY CONTROL NEMOPK OF THE WY Of COLLECt STATION, TEXAS: KGINNIrIG at a 7)(DOT Type 1 concrete monvmr nt round in the eostei y rfgfrt-af way lino of State Highway 6. one3 the narthwoetcrly Oght-of -way llne, of OW Puck Prrsfr€t Rood, beln3 the sautt3r_rly corner of a call 0,9877 nacre tract: oq described in a dead to wcingorlen tnvs0ment, lac., and recorded In :roluma 7f319 Pnge 266 of thrY Official Public Records of Breza5 County, Texas= some btfng the sootherly carrier of Lot I, Eftoak I, of Rork Pro;' ;t f.for;mtplane, a arubdS,.sion of record In Volume 3506 Page 205 of the Dfficdat Public; t?ac o,ds of r f v le, of d Rock Prairie Rood ' f3rozn,. .a n# , Ttuae and be ci waattrt � eo+•rsor Gi Y g S right -of --way and of ttie hereto &ncc,ibed tract; 7;9Etti<F dcpart€nq thn so€d #osteriy right--of--way of Strata Hfgh�oy 6 hl 48'24'40' E wlth a lint co -meson to the said MW7 core tract, of Lot I elocK I of (tuck F"catries LiorketPtace, and lha said ncrthnaht f"sgl` A -of --way fine far o d€stonce of 595AI feet to on fran rod w4h, c¢ra atampnd `UACOBS' ant monumrntireq the ectitorip corr:etr of they erold Lot I elook I and on eit corner of the said 67,89 Cara trac',: THENCE d>_parllaii tha acid ncrth'h9et right-of-way, line of old Rcek Prairie Rood with tfie common tine of rho Bald Lot I Burk I Poole F'Wete Mwa et Place and the 0_8ti core tract N 47'41`31" Yd fcr o d€stnnce of 858,04 fret to an irnn rod wlth Cap 0propc4 Pate Eng RPLS 5E47 found In the oft, of a curve to the right in the right -of -wary Ifna of Rock Prairie bread as deseflbod In a flight -af-Y{cy Agreement to the City of College Station and recorded in Volume' 4123 Page I of the Dend Rer.,ordn of flr070s County, Texa% sold €fan rod with .:cap being the cr3cst went°rly cGrnar of bola beroln dascrlbvd tract; 7115?TCF with the sa1�3 ao;attreriy and so+s$heaate tv right--of-way ilne . of ftock Prnfrie' Rond and with the arc of .^>ald r,'terwi, to -that fight passlfog through' e cs:ntrcl angle of 34,06'14" to an Iran rod with cap etemped Strang fiPLS 4961 found at the Point of Tongency, sold curve hn'.^ng a fad€us of 955,01) feet, on orc lengt€r of 568,44 feet, and a fonq Chord ba-mlrig N 76'29`33" E for o distance c f 5GO,08 farts THENCE cont',>suing with the aovth riG?rt--cf way lino of the laid Rock Pralrin Rood S 85> 27'051 E passing rat a distonre of 1203.23 on iron rod with rop 5tamood Strong RPLS 4961 being the noftheort eomer of the said 67,89 acre tract and the- southwest corner of o coil t3.24 bore tract &3 dtoeribed in e Wrftt--of-Way Agreemairt to thi City of Co'Iegm Station, os recorded in veiurft5 :0e6 Page 323 of the Official Pob,lia Records of Brazos County, iexar, in all 1042,87 feet to o lrnn rod' w4h Cato atornped `JACOSS PROP CNR' set c4, the curt lino of the so;d 29.76 acre trod and the west fire of a coil 25,79 ocro tract as described in ❑ GcnerW Wcrrerity Died to Perry Brloo fiowvrd and recprde!=f in V6hrme 1930 Page 272 of the Deed Records of €3rozos County, Terms, said set anon rod with rap betr3q the sa3atheea# coma- of the Bold 0,24 acre trait, from 'which; if }?r°° Tnch Iron rod found marking the ncrthwost earner of tit said 25,70 at trod, bears N D2'42'34' E for n dlstnnce of 15.55 fart; IH NCE deporting the, said r5nuth right -of-way tine and with a tine co,7tman to the sold 23.7E are treat a:,d th,? 25.79 acre tract the following two (2) covmeq and distnffc"; I. S 02'42'34" E for a dNtcnc?r of 1038,92 feat to o 3/4-Inch iron, rod found at to rn,r,et point on the said common line, 7.5 50' E9'3?" W poseing at a dl tonce a, .529,C18 fiat a ',v' inch Iron rod found mark'nq the, so�jtheas# corner of the acrid 2R,76 acre, tract, ih oil n di'Iwr ce of tj30,(; # feet to a aalcsa'uted paint in o northeostlOy ilne of the ofa°cmr3ttionrd 67,89 corn tract on(! being on Werrer ',tII' corner of tha h;neln desa.ibcd tract. HENCE with the nartheaat� ly €foe df the sold 67,39f acr;s tract S 4?11 E o '37' di5lonco of 12813 feet to a I' inch Fran P`frrr found ih tht weslmly line of a call P1.48 acre tract cs dc5ci€yqd in o deed to IKD, Wh"lrr LTD., ere rai orded Ira Volurno :1007 Pope 341 of the L-n_ed Records of Brazos C;aunly, Texas, sold itcn pier taelag $sae mast easterly coiner of the gold 07,89 acre tract and frting a easterly corner of thtr herein de, ,cribed tract, sH-r4ct With a Frip common to the scald 67,851 acre trod and iha 61,45 acre front S 41`15`39'" °ti for a disloaiac of 1224,85 f*_rt to on Ima red with asp stomped I"'C;ODS Ppcp CUR' sot in the east r€gi t~of way One of State Wghwoy 6 arid rraasunlenflnq thn must southerly carnet of the said $7,89 ocro tract and Vli>� corlier of the heie?n described tract* TiiENCE with the 5o€d east r?ght�of-�'dy €iiie of State lllgllwoy 6 the following fcvr (4) courscs acid dlstancas, I'N 34,26,18' W for a distonr_e- of 22,R,75 feet to a coloutated polnt, fry„ which za disturbed TYPOT Type`:I concrete monulm?stt briors N 89'47'02" E for a d€,^>lariro of 0-38 feat, 2.N 32'11`00' W for a dlsfonce of 1053,48 foot to a colcufdt'sd Pont, frcnt whlcti a dI Aurbed IXOOT Type I concrete montam"t bears S'1p`5 `35" W tar a dilAcnce of 0„..4 feet, 3'q 21`52>S4` Ye, for a dtatonce of 554,64 feat to a puncSh hcTe set In o t'cf:#n TXD€DT T}pe I concrete monument found, sold monument "Ing the southerly carrier of Old Rack Prairie Road T1gh# �f gay, 4;r3 fS01'S€3" X1 <i cracsinq Od RCC, Prtdi'M flood+ far ❑ dstance of 66.5CJ 100t to the POINT OF BEGIN?°;No of the Isere"era ti=.s: cr tad Iroct cod tontainlnq 97,69 acres of i<snd more or JOB Ntlfi9 R F3s 96872 ..-..._ .....,..,. ""'NOVEMBER, E. : .. r. ..qSCOT UTE art... SCALE, I i �,if1 _ ,.. WR�iEYOR, DAV�D €"CAUL CAW, l-',, RPLS W�,39o; s ? s, f ,...,.b �.sk.:.,.� ION 7L IiNI <IAN. A. f� S ..._....� q , 27tI6 �>=e Cage I�t��t, �tal4� �4� _ i3RAalltG. l:t€fl S€iJi1u>€IIIIt�J.t.A, q,f? 1d1b`? rlki' Austin, Texas 78746 €IESCRIPNON._f'y (512) 314--3100 Fax (512) 314-3136 CC�� i�� E' STATION BRAZOS COUNTY, TEXAS DATE BY REVISIONS PARTYCIAIE M. 1 �1111 t�Irt FIELDROOKS; 467 & 46 r:�r�ifS;x-arz„wHltC:haEcs,srx7rC�+�k4*SRs�+t;raasas..+.icon-«�ic:_e.a<fi;.ix� - . I '# SCOTT & WHITE MEMORIAL 2n,P <, • _ HOSPITAL t ` ; �£ SCOTT, IERWOOD AND BRINDLEY FOUNDATIONS SCOTT W-HITE HOSPITAL POLLEGE STATION, v= ff 43 , 3 ,ra T REGISTRATION F-29Ta 2706 BSE CAVE ROAD, SUITE 300 AUSTIN, T MS 78746 Pa 00RJ � ,Ar4€'�JidA RCHICTSC OWNER: SCOTT & WHITE MEMORIAL 484» 6- 9 2 2400 S. 31 T STREET TEMPLE, TEXAS 76548 ENGINEER: JOEL I . DOCK, P.E, ##98441 ; 12. 14-3100 JAC 13S ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTI , TEXAS 78746 ARCHITECT: BOB A, LLINDEEN , AIA 617.736X7626r JAt O S ENGWEERING 777 MAIN STREET FORT ORTH, TES 76102 SCOTT €Pf WHITE SITE - 37.12 ACRES ZONING - PDD -ORDINANCE 92010-33 0 LEGAL. DESCRIPTION: LOT 1 BLOCK 1, SCOTT & WHITE HEALTHCARE SUBDIVISION DATE: ,SUBMITTAL ISSUED FOR REVISION DATE E i KEY PLAN* . DRAWING TITLE F1 L PLAT JACOBS PROJECT NUMBER TDSHs PROJECT NUMBER J CT Nt R FOW9 852 U.661 DRAWING NUMBED ms 001-t PRINT DA:TE JUKE 1, 2611 F E 44 D C+y A 2 `F t�C�ii hl i s r , Y, F 0 S" •� Y .�t Y� 9?. t VYn F. s I y> y t. <a f� » F E u c I I 7 6 L- 5 4 o-u� �i� -�-J w,d 2��78, orr;,f irrm�l: �P� w,�*t 6�ts,, t,` 2574 C,:r& cmd �r� xr�; ls&J Pt,_e 272 vf th- 1�� M rod �,>Afl,� Dom �ho, 0� C-c�d C�,N t 3",* iwn-f lmn f-mml lo LiIe �h-,�i h�,IU�,sy sm-�auta� Qw, e I�v 25 I.� N 02'42'Z 5 ft-d, c, U I>t, ^14' E Q'i-vtrI lindtw m� fmiId wid O�XO 3n WI� 29 tlLy, . n ppOPEPT" �s m ZoIlil�� DET�rwl�,�cu TO FV1100 Mor�L UY PLOTT�NC4 o T THE 4j-�- -w�h r�qy R- OF THF ;�FPFPAL UiEPMEN�7-? MAMAC,-�� I Fmxt �5,74 m Alr�, 6-l)vmGNi-,f PANEL NO 1604ICU2,lt D, Pff. UAII� Or f�EK',UARY �0, V'!00� T�45C . RV�YOR VAYrS NO ASWRPM� �3' TO 10.F OF 'R T Fi��-lov FLr OWNEAfl ��N` FWFRAL. P,%R a>NCY MAMW -104T MEW, V'-�, WM Rl' TE fiAT`( S PTT,� -I E ft�' 4 t o 61 6 f K 18 2' fiNA 10 �l 1"und PIZ-liill MiS �MT��MENT M 'i�:iSUR�1�1--�C��, PURPOSCS rlt�LY AtM 13 NOT AN OFN:r.N� 1 'J T�Z FR CRITf �',l :�,6nt *-i lh�, �g w. o� 9-1',iX�F r� rtnl t §E6-h �,`4 M.Al I-OCAP'll, IN 10t. fv��tw w N�� ;"lid 2,93-6 i�, 1, �o �A �l ANID 1M.- vl'OMAS� i,F"AMWE ,'A.. PAR�� tf",t0 <m,,l ti6 VF V r., "".1 ",J Rl PRAZY, Ty ',-PENC� 6 7 69 I),,�;-,, 47-7'11 E 10 CF 014,K,-,'�`:��::.-' A',Nu STATE OF TEXAS 2 "I'll, . . . . . . . ...... .1w k 41 x, I SCOTT &WHITE MEMORIAL W HOSPITAL Nt Ch RM SCOTT, SHERVIJ00D AND A:� BRINDLEY FOUNDATIONs H M SCOTT & WHITE HOSPITAL COLLEGE STATION, TX Or I"50.AZO�` Lr'ACOr'.: -liACT IN l' P �E, I IT Ht 'k N- All) TH�.. VZGl`iF.RT a.AWA'. NUM A89 AM R �,n h�*, So�M Z4� Y�11R,v 88bdk,:i�In 1,�, "d �UP�tjt- 1'-.- ........... �F.B,owaal, N ��l qh� n4 N liXAS, V,*�I,�,�' N-L� QF A �'AH- Z'�" 'ff?ACJ h�,ra)y lo th& of thi� of h*?r8:1 y nqd Znui?<q, w�3.� on TEXAS RVGISTRATIO'N #F-2906 QQ Ir T 270 SEE CAVE ROAD, SUITE 300 �w� alli fb tu��,j puNu,� fI'r "Ile onl U;,o' x��C�ly 'Ind A CALL 15W S -fAk, INARZANUi 0 ii4 A SMC si- Al m a �II wa j bEc0lff5t*11i til NVU l'o Si"OF1 & W,0c "II VOUAAE AUSTIN, TEXAS 78146 E,,.7 .;--y s Ar�l "- A �.'kU 6-11,n' AGRE TRA�,`� VH?�T A). M 0 F P, CA L 2 �M' 4 ME MI.' e,�%Huf R� ww�� THE MCHT-r;,--W�ky 11"'r OLD MOON, MAYORAS FF,W15 F. �'-'.,D ALL OF A ��PLI, !Z`t"�fl SQ0AR--, FCUT TrA�:�-� M-� c) ,(�LL A SPITC,�.AL WARRAWf DM), CAJ^FG, 7,-, W THE S' U e� i7l 101 - HFALTHQJ%R[-�, RCQPDE0 12 OT r FI U I I :-!A:, RU F,%,D--, QF ERAZ95- COUNTY, ANC> AL DF A �*-� 2,C5 ACRE WfNW" THE C,,�' OLD PR�W�:E R�%31,AD IM14D, 'w� n-v,- OF c TRY A 3 AV r,,K' 'MM W OLLEGF STAM^�I`t -Ci%� A, T Vty of tIl. �'l v5 sktlwn. FAC-C M nr INE 0MCiAL PkIP-TJC� U a,'Z? COUNM to tIie 'r� ',.A Z, RA-li%,; S7JW ACRT- TURACT 85�Nrl P11lR7l.plU�-AFl!-`f SY -3TAJE Of' M�AS 0 th�,� ��f MER"S ?�N-9 nOUNVS AS P'XtOVIS IMTH AW HE:;N�4 C�lc pffikEpi.-lE �Tb Y�IE. -ium-� T(�STEM N,'�O 81 7.c-Nr AND TIiC SLM�iU COMR�X wTWORK Or THE 01Y �r 0MU4C SV-�',Q:t VF�eAgl- oppenn�--d IN, POT T�p�� I of l2ote 6, ond U�e !Ild SCOTT WHITE MEMORIAL t,� �ne thot h��'? Qid emd PKA,7d, G Pt ANI� Z(,�NM� GOP,;,lASSlCN ".j UA. I, 2�wl� 1, of P�6 2400 S. 3isT r>Ttzr--F-T r�� t� K� Of �-t vo, P: .............. . ...................... 5 TEMPLE., TEXAS 76508 --Fiv . .... . ........ ................................................ . ............ ENG[NEER: J OF-L R� 13OCK, P.E, #23441 V ��'.x xW 4 - - 612-314-3100 I�rt. k,�, ��rs imn rQ,j wilh cP t�, c�om&-r of U,,�I Loi 1 1 4�,44 0, C�Zlznssr of JACOBS ENGINKRIN10 ATIEU�, -,sId -�n��, 2705 BEE CAVE ROAD, SUITE 30D 0ERVK.'A'E OF 0*1,V,'�� AND K.',01ou --oM fl��rthwei4 of ofd R�il� P�,� WAS -8 -4 AUSTIN, TE 7,746 ZfAll-l' IZ�' MMS ------------- w;t� ��mmr;,v '1�rm o� I'M S�,�d L-,,t I Muee � pml, FmW�-5 �i-� md tm-� N V for c 6s�vmv rj( z�55-0-� f"i �t wl IM,0 vf�mtm�, p'n-w RPI-S �54,7 f�'J�ld i�l t� "'Y" �Il wn�- k<? the SCOTT 8� WHITE SITE 37." ACRES of Roc� in VWU.mt� of cn!�sqv , �l mW 4r�v��rnm�W*) nf t�a �,.ml �,,hos.'m wl CErTil"iC.MF OF lHE Cr�JN`F( CLERT�`. 41,2Z pt�g�� ho D-�z5� �,f Fv��r�mt roc� t'r� ot�d 7��o�t & to kl,�� C,4 44 rORMAL SUBMITTAL - JANUARY 18, 2011 UPDATE SUBMITTAL - FEBRUARY 17. 2011 ond P�36I�r of R'� CC'SM Or VRAZW�� 1�+�- ol tllt �qNi �Io ZONING PDD - ORDINANCE #2010-3300 ... .......... 0�lt, 4 -,o 'm md I�I� t"lp s��mm, : '-flA, I t II�Is pht 1 win 9.�� .................. ....... .. ..... . ........................ <J ..................... .......... - 'mf h---,rx� ��mi in R 4 tx4ll Vv� K�,fw�t 0 V:,� 1�7,�Rl� -�om E ISSUED FOR RENMvP074 DATE V$WJED FOR WE SUBMITTAL 0114OV2011 TDWS-FIRS74 PACKAr4F- 1 SUBDIVISION ITAPROVVAFJIT PLAN-UPDAI-E 2 03,1912011 SITE PLA,44jP0ATF- SU13OMSION IMPROVEMENT PLAN-UPOME 3 4 0317RDII 04tolizoill u . 4, IN ACcl-^,KWK.E CoNcrpr r,,�,,n E-W�H LOT, CR,��KZ �,o QPVWVAQE Or DEDi AIE,�N ffllJ, 6"' FCQ�JWEO; Ar TP4 OF 97t, FL,",N W T-lRCWllF To in c def"d tt� LM" STItM� 1.�F lexAs -3"V P'�"q 1 31.1 ^f th,!� ot�-1 or vI'sd 9, APRA,' W.'", QIVIINF;jl*� Ult PROPERTY CC- �HIi COUNTY OF eRAZOS IsJT IT PiIBI,10 ACCE� WiLL, Z-l� n"NINED itl',�WAINRM 8Y r,�E �`A ER OF lnE IKNCE :�o iw,�m-,um fi� he v"'I 67,6�� rv�rtt V,",t 64�48 mm- LOT IT CRO�Ms, of P�at, 0,Nj 4,� tII� of C4�vp 7, �'t;9WW K�t TIM �Y MIS MAT WU- PESMI- INOS�� '"d n"lmp-�0 1�0,�pe I!,10, mr,,WEVER, HNCI�5, WALLS.' A-M4<R T�Wi DO �,0T RON FR',X�i 9 U T 10 �WNE FFET AQOVE THz- 0.jRJ,,-1 0, ��MP-I THE APPM�111AL Or THE RZOVRED POWC t0`>E �FACIUI0-,'s AS F�E ETC, �'RE EKWFTFD� I'l iEN CE -�?W; t� �T,�W �ns�t, of ARE i�,ON.S�DERED SEPM? ATI-7 S'31PM�- ANC) MMPHECTURAL STAI'VARDS- W for of 22&75 fut L, n -�i!c: A IOM� PWE WN`17 z�,O$TS W L014 2. K00� 1, FMURE VC�ZLOFMENT �0 'PHIS ��A� PWE ir -0�5�rl ��d 3 1, vi.na�, s C K oT �H-0�".Y �D AN, `W a M05�3'�i HA14% 1`��t'M u t, FOND PER CWY �.�n UN, 9 �0� 6 yl>f, ta .t pfuvow w� W i�vr <5s`UmE� 554,��4 in byo�xv� 1'10MIT 1p- ml ok. pm,'6�, P"d 1,�, mw in �h�- 0�qt��>rI(0 wb'Z,-t, 4,N W v��,�e'og Ro,;k pr'W�ic P,�,ZH fr,� 16Z,5c, fn"�?t 1,� th"It b�ll`th�-,, f�� P)�,N,l "MU mv hwW wd S,�n� v3 W� 'v P-o,V,�, sa"w-, C-�wnty, yim��s KEY PLAM, IV . . . . . . . . . 11M1 It R 1",Mml! WlM*".vvmffflx". .1m M nmt 'n I ii- Bojff�), SHEET ... ....... ------------- U t; DATE. NCVFN.;-'��EFR, 121010 TT Wl ITE HEALTH "*-A' *E SCALE, I OF SlljpvcyM DAVID RPtS N��,39�k7 _4 ti SUBDIVISION DRAWINO TiltC- 2 10 5 8 e 0' ve f i f 0 URAYM lf� ":'c N/A COLI-G-GESTATION B-RAZOS GOMM TEXAS JF�*- FLAT No� (�il 2) 314-3100 Faz �51 2) 3-14 -' 3136'. 10 �1: �` - PTYC0��T.-, 1�1, � JJ011 1) AT ............. FINIAL PLAT F" 9 6 oo 2 JAC,038 PR01-F& 0, H F i'0,�ECT NUmuEr POW16852 11161 A 10NIS MA'8ING N OR u-004 A R 15 APRIL 01, 2011 " rw or v g 10 5 4, 3 6 10 9 8 7 5 4, 3 2 Tel GENERAL CONSTRUCTION NOTES: SEQUENCE OF CONSTRUCTION EROSION CONTROL NOTES FIRE DEPARTMENT SITE PLAN NOTES SCOTT & WHITE MEMORIAL TION 1 ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS 1, INSTALL EROSION CONTROLS AND TREE PROTECTION PER t THE CONTRACTOR SHALL INSTALL EROSION /SEDIMENTA 1, AN ALL-WEATHER DRIVING SURFACE hiUST BE INSTALLED IN HOSPITAL LOCATIONS SHOWN ON THE SITE PLAN TO BE FIRE LANES, PRIOR REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN APPROVED PLANS. CONTROLS AND TREE/NATURAL AREA PROTECTIVE FENCING TO ANY BUILDING CONSTRUCTION BEYOND THE FOUNDATION. SCOTT, SHERWOOD AND H. REVIEWING THESE PLANS, THE CITY OF COLLEGE STATION 2. EROSION CONTROLS WILL BE REVISED, IF NEEDED, TO PRIOR TO ANY SITE PREPARATION WORK (CLEARING, WATERLINE AND FIRE HYDRANTS MUST BE ACCEPTED BY THE CITY BRINDLEY FOUNDATIONs H MUST RELY ON THE ADEQUACY OF THE WORK OF THE DESIGN GRUBBING OR EXCAVATION), OF COLLEGE STATION PRIOR TO COMBUST113LES BEING BROUGHT ENGINEER, COMPLY WITH INSPECTORS' DIRECTIVES, AND REVISED CONSTRUCTION SCHEDULE RELATIVE TO THE WATER QUALITY 2. THE PLACEMENT OF EROSION /SEDIM ENTATION CONTROLS ON SITE EXCEPT AS APPROVED BY THE I FIRE MARSHAL. 2. CONTRACTOR SHALL CALL T'HE ONE CALL CENTER (811) FOR PLAN REQUIREMENTS AND THE EROSION PLAN. SHALL BE IN ACCORDANCE WITH THE APPROVED 2, HYDRANTS MUST BE INSTALLED WITH THE CENTER OF THE FOUR UTILITY LOCATIONS PRIOR TO ANY WORK IN CITY EASEMENTS EROSION /SEDIMEN TATION CONTROL PLAN. AND ONE-HALF INCH STEAMER OPENING AT LEAST 18' ABOVE SCOTT & WVITE HOSPITAL OR STREET R.O.W. 3. ROUGH -CUT POND. FINISHED GRADE. THE FOUR AND ONE-HALF INCH STEAMER COLLEGE STATION, TX 3. ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN 4. TEMPORARY CONTROLS TO BE INSPECTED AND MAINTAINED 3. THE PLACEMENT OF TREE/NATURAL AREA PROTECTIVE OPENING MUST FACE THE DRIVEWAY OR STREET WITH THREE TO ACCORDANCE WITH APPLICABLE REGULATIONS OF THE U.S, WEEKLY AND PRIOR TO ANTICIPATED RAINFALL EVENTS AND FENCING SHALL BE IN ACCORDANCE WITH APPROVED SIX-FOOT SETBACKS FROM THE CURB LINE(S). NO OBSTRUCTION OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. (OSHA AFTER RAINFALL EVENTS, AS NEEDED. EROSION /SEDIMENTATION CONTROL PLAN IS ALLOWED WITHIN THREE FEET OF ANY HYDRANT, AND THE j ;F, (7 -HALF INCH OPENING MUST BE TOTALLY ',W 0 FOUR AND ON STANDARDS MAY BE PURCHASED FROM THE GOVERNMENT D", 4. A PRE -CONSTRUCTION CONFERENCE SHALL BE HEID ON -SITE 5. BEGIN DEMOLITION, REMOVE BUILDINGS, CONCRETE SLABS, Tv !� � _!� , UNOBSTRUCTED FROM THE STREET/DRIVEWAY� HYDRANT PRINTING OFFICE; INFORMATION AND RELATED REFERENCE MATERIALS MAY BE PURCHASED FROM OSHA, 611 EAST 6TH CONCRETE CURB & GUTTER, ASPHALT DRIVEWAYS AND ANY WITH THE CONTRACTOR, DESIGN ENGINEER/PERMIT APPLICANT LOCATIONS SHALL BE IDENTIFIED BY THE INSTALLATION OF BLUE STREET, AUSTIN, TEXAS, ASSOCIATED DEBRIS AND DISPOSE ALL DEMOLITION MATERIAL AND INSPECTOR AFTER INSTALLATION OF THE REFLECTIVE MARKERS. TEXAS REGISTRATION #17-29136 TO AN APPROVED OFF -SITE FACILITY. LOCATE ALL EXISTING EROSION/SEDIMENTATION CONTROLS AND TREE/NATURAL 2705 BEE CAVE ROAD, SUITE 300 4. ALL SITE WORK MUST ALSO COMPLY WITH ENVIRONMENTAL UTILITIES AND REMOVE AND CAP -OFF. AREA PROTECTION MEASURES AND PRIOR TO BEGINNING ANY 3� ALL PERVIOUS/DECORATIVE PAVING SHALL BE ENGINEERED AND AUSTIN, TEMS 78746 REQUIREMENTS. SITE PREPARATION WORK, THE CONTRACTOR SHALL NOTIFY INSTALLED FOR 80,000-LB. LIVE -VEHICLE LOADS. ANY G 6. BEGIN SITE CLEARING. THE CIFY OF COLLEGE STATION AT LEAST THREE DAYS PRIOR PERVIOUS/DECORATIVE PAVING WITHIN 100 FEET OF ANY BUILDING MOON - MAYORA$ 5. ALL IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH TO THE MEETING DATE. MUST BE APPROVED BY THE FIRE DEPARTMENT. loo THE "RELEASED SITE PLAN". ANY ADDITIONAL IMPROVEMENTS- 7. ROUGH -CUT PARKING AREAS, BUILDING AREAS, AND UTILITY ARCHITECTS, INC, WILL REQUIRE A SITE PLAN AMENDMENT AND APPROVAL FROM CUTS AS REQUIRED PER PLAN. 5. THE CONTRACTOR IS REQUIRED TO INSPECT THE CONTROLS 4. COMMERCIAL DUMPSTERS AND CONTAINERS WITH AN INDIVIDUAL THE CITY OF COLLEGE STATION; MINOR CORRECTIONS MAY BE AND FENCES AT WEEKLY INTERVALS AND AFTER SIGNIFICANT CAPACITY OF 1.5 CUBIC YARDS OR GREATER SHALL NOT BE OWNER: 8. CONSTRUCT POND, UTILITlES. BUILDING AND PARKING AREAS RAINFALL EVENTS TO INSURE THAT THEY ARE FUNCTIONING STORED OR PLACED WITHIN TEN FEET OF OPENINGS, SCOTT & WHITE MEMORIAL APPROVED BY THE BUILDING PLAN REVIEW SECTION AT THE PER PLAN. PROPERLY, THEPERSO 484-238-8932 TIME OF BUILDING PERMIT. N(S) RESPONSIBLE FOR MAINTENANCE COMBUSTIBLE WALLS, OR COMBUSTIBLE ME LINES. 2.400 S. 31 ST STREET OF CONTROLS AND FENCES SHALL IMMEDIATELY MAKE ANY TEMPLE, TEXAS 76508 6. APPROVAL OF THIS SITE PLAN DOES NOT INCLUDE BUILDING 9. PERMANENT CONTROLS WILL BE CLEANED OUT AND FILTER NECESSARY REPAIRS TO DAMAGED AREAS, SILT 5. VERTICAL CLEARANCE REQUIRED FOR FIRE APPARATUS IS 14 FEET CODE APPROVAL; FIRE CODE APPROVAL; OR BUILDING, MEDIA WILL BE INSTALLED PRIOR TO/CONCURRENTLY WITH ACCUMULATION AT CONTROLS MUST BE REMOVED WHEN THE FOR THE FULL WIDTH OF ACCESS DRIVES AND ROUTES FOR ENGINEER: DEMOLITION, OR RELOCATION PERMITS APPROVAL. REVEGETATION OF SITE. DEPTH REACHES SIX (6) INCHES. INTERNAL CIRCULATION. DEAD-END FIRE APPARATUS ACCESS JOEL R. BOCK, P.E, nWl ROADS IN EXCESS OF 100' IN LENGTH SHALL BE PROVIDED WITH 512�314-3100 7. WATER AND WASTEWATER SERVICE WILL BE PROVIDED BY THE 10. COMPLETE CONSTRUCTION AND. INSTALL LANDSCAPING. 6� PRIOR TO FINAL ACCEPTANCE BY THE CITY, HAUL ROADS APPROVED PROVISIONS FOR THE TURNING AROUND OF FIRE JACOBS ENGINEERING CITY OF COLLEGE STATION. AND WATERWAY CROSSINGS CONSTRUCTED FOR TEMPORARY APPARATUS. 2705 BEE C"E ROAD, SUITE 300 11. REVEGETATE DISTURBED AREA OR COMPLETE A DEVELOPERS CONTRACTOR ACCESS MUST BE REMOVED, ACCUMULATED AUSTIN, TEXAS 78746 8. CITY GARBAGE PICKUP IS PROPOSED WITH THIS SITE PLAN. CONTRACT FOR THE REVEGETATION ALONG WITH ENGINEER*$ SEDIMENT REMOVED FROM THE WATERWAY AND THE AREA 6. THE MARKINGS OF FIRE ZONES MUST BE RED WITH WHITE ARCHITECT: CONCURRENCE LETTER. RESTORED TO THE ORIGINAL GRADE AND REVEGETATED. ALL LETTERING READING "FIRE LANE/NO PARKING/TOW AWAY ZONE" 8013 A. LUNDEEN, AIA 9. SLOPES ON ACCESSIBLE ROUTES MAY NOT EXCEED 1:20 LAND CLEARING DEBRIS SHALL BE DISPOSED OF IN APPROVED FOUR INCHES IN HEIGHT. THE LETTERING SHALL BE AT INTERVALS 817-7364026 F UNLESS DESIGNED AS A RAMP. [TAS 4.3.71 12. PROJECT ENGINEER. & LANDSCAPE ARCHITECT CONDUCTS SPOIL DISPOSAL SITES. OF 15 FEET OR LESS. ALL AREAS WHERE FIRE LANES ARE JACOBS ENGINEERING F WALK THRU AND SUBMITS CONCURRENCE LETTER TO THE REQUIRED, BUT NO CONTINUOUS CURB IS AVAILABLE, SHALL BE 1777 MAIN STREET 10. ACCESSIBLE ROUTES MUST HAVE A CROSS SLOPE NO CITY. FINAL INSPECTION IS SCHEDULED UPON RECEIPT OF 7. PERMANENT EROSION CONTROL- ALL DISTURBED AREAS MARKED WITH ONE CONTINUOUS EIGHT INCH RED STRIPE PAINTED FORT WORTH, TEXAS 76102 GREATER THAN 1 ;50. [TAS 4.3,7] LETTER AND PRIOR TO THE REMOVAL. OF EROSION CONTROLS. SHALL BE RESTORED AS NOTED BELOW. ON THE. DRIVE SURFACE BEHIND THE PARKING SPACES AND ALL SCOTT WHITE SITE - 3T12 ACRES ADJOINING CURBS. RED STRIPES AND CURBS WILL CONTAIN THE 11. NO WORK SHALL BE PERFORMED OUTSIDE THE LIMIT OF 13. COMPLETE AND CLEAN OUT PERMANENT EROSION CONTROL, A. A MINIMUM OF FOUR INCHES OF TOPSOIL SHALL BE WORDING "FIRE LANE -NO PARKING -TOW AWAY ZONE" PAINTED IN ZONING PDD - ORDINANCE #2010-3300 CONSTRUCTION. FILTER MEDIA WILL BE INSTALLED PRIOR TO /CONCURRENTLY PLACED IN ALL DRAINAGE CHANNELS (EXCEPT ROCK) AND FOUR iNCH WHITE LETTERS, WITH REVEGETATION OF SITE. REVEGETATE DISTURBED AREAS BETWEEN THE CURB AND RIGHT-OF-WAY LINE. LEGAL DESCRIPTION, 12. BEFORE REMOVING ANY UTILITIES, THE CONTRACTOR SHALL BE INCLUDING REMOVAL OF TEMPORARY EROSION/SEDIMENTATION 7. THE OWNER SHALL FURNISH THE FIRE DEPARTMENT AN 8%" X LOT I BLOCK I RESPONSIBLE TO VERIFY THAT THE UTILITY TO BE REMOVED IS CONTROLS AND TREE PROTECTION, RESTORE ANY AREAS B, THE SEEDING FOR PERMANENT EROSION CONTROL SHALL 11' COPY OF THE BUILDING FLOOR PLANS AND SITE PLAN PRIOR SCOTT & WHITE HEALTHCARE SUBDIVISION NOT SERVING ANY OTHER SITE. DISTURBED DURING REMOVAL OF EROSION/SEDIMENTATION BE APPLIED OVER AREAS DISTURBED BY CONSTRUCTION AS TO ACCEPTANCE OF THE PROJECT FOR OCCUPANCY. SUBMITTAL DATE: CONTROLS. SPECIFIED IN BRYAN/COLLEGE STATION TECHNICAL JUNE 13,2011 13. FURNISH AND INSTALL HIGH VISIBILITY SAFETY FENCING AT SPECIFICATIONS SECTION 32 92 13 HYDRO -MULCH SEEDING 8. A `MASTER KEY BOX" (KNOX ACCESS SYSTEM) SHALL BE E ALL LEVEL CHANGES, DITCHES, AND OTHER HAZARDS WHICH AND SECTION 32 92 19 SEEDING FOR EROSION CONTROL. INSTALLED AT THE LOCATION SHOWN ON THE BUILDING PLANS fSSUP-0 FOR RMS1014 DATE E RESULT FROM THE DEMOLITION. AND APPROVED BY THE FIRE DEPARTMENT. CONTACT THE FIRE AMERICANS WITH DISABURES ACT: 8, DEVELOPER INFORMATION: DEPARTMENT FOR ORDERING OF THE BOX. THE BUILDING WILL 14. CONTRACTOR SHALL COORDINATE WITH AND ALLOW ACCESS TO THE CITY OF COLLEGE STATION HAS REVIEWED THIS PLAN OWNER- SCOTT & WAITE. NOT BE ACCEPTED FOR OCCUPANCY UNTIL THE BOX IS THE SITE FOR THE VARIOUS UTILITY PROVIDERS TO OBSERVE FOR COMPLIANCE WITH CITY DEVELOPMENT REGULATIONS DDRESS- 2400 S. 31ST STREET INSTALLED, AND COORDINATE THE REMOVAL OF THEIR ABANDONED A 11 SERVICES WITHIN THE PROJECT FENCE. ONLY. THE APPLICANT, PROPERTY OWNER, AND OCCUPANT TEMPLE, TEXAS 76503 9. THE F,D.C,/SIAMESE CONNECTION SHALL BE INSTALLED WHERE OF THE PREMISES ARE RESPONSIBLE FOR DETERMINING PHONE: (484)238-8982 SHOWN ON THE SITE Pl_-%. 15. CONTRACTOR SHALL ARRANGE FOR AND COORDINATE THE WHETHER THE PLAN COMPLIES WITH ALL OTHER LAWS, REGULATIONS, AND RESTRICTIONS WHICH MAY 13E DISCONNECTION AND REMOVAL/RELOCATION OF OVERHEAD AND OWNER'S REPRESENTATIVE FOR PLAN ALTERATIONS- 10. THE MAXIMUM ALLOWABLE DRIVEWAY, DRIVE AISLE OR FIRE LANE APPLICABLE TO THE PROPERTY AND ITS USE. UNDERGROUND ELECTRIC SERVICES,. ELECTRIC LINES, ELECTRIC ADDRESS: JACOBS GRADE IS 6% OR AS APPROVED BY THE FIRE MARSHAL, ................ VAULTS/MANHOLES, TRANSFORMERS, AND POLES WITHIN THE 2705 BEE CAVE ROAD ROAD, SUITE 300 - ------- LIMIT OF CONSTRUCTION WITH COLLEGE STATION ENERGY AND AUSTIN, TEXAS 78746 11. CONTRACTOR SHALL INSTALL BLUE HYDRANT MARKERS IN THE PAVEMENT PER FIRE DEPARTMENT spEcinCATIONS. THE PROJECT THE OWNER. UTILITY CONTACTS PHONE. (512) 314-3100 A D D FAX: (512) 314-3135 WILL NOT BE ACCEPTED FOR OCCUPANCY UNTIL THE MARKERIS 16. CONTRACTOR TO FURNISH AND INSTALL APPROPRIATE EROSION WATER AND WASTEWATER SERVICE: ARE INSTALLED, CONTROLS. CITY OF COLLEGE STATION CONTACT: STEPHEN MALDONADO, JR. 12. ALL PLANS (SITE, BUILDING, ALARM, SPRINKLER, ETC.) WILL BE 17. ALL EXISTING TREES ON SITE NOT SCHEDULED TO BE (979) 764-5011 SUBMITTED FOR REVIEW. PLANS WILL NOT BE REVIEWED UNTIL REMOVED ARE TO BE PROTECTED. THE FEES ARE PAID. 18, THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE ELECTRIC SERVICE.- 13. A CERTIFIED OR WITNESSED PRESSURE TEST IS REQUIRED FOR LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND COLLEGE STATION UTILITIES ALL WATER MODELS, REQUIRED HYDRANT FLOW TESTS OR STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON CONTACT: TONY MICHALSKY SPRINKLER SYSTEM DESIGNS. RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE (979) 764-3433 POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS 14. A CERTIFICATE OF OCCUPANCY MUST BE OBTAINED BEFORE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR BRYAN TEXAS UTILITES OCCUPYING THE STRUCTURE. COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES CONTACT: ALLEN KRISTOF AND 7SRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE (979) 821-5730 15. HYDRANTS SHALL BE PAINTED RED MACHINERY ENAMEL. CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY 16. CONTRACTOR SHALL FOLLOW SPECIFICATION 33 12 19 OF THE COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND BRYAN COLLEGE STATION TECHNICAL SPECIFICATIONS FOR ALL FIRE A FIRE DEPARTMENT: c c "ONE -CALL" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION HYDRANTS, CITY OF COLLEGE STATION FIRE DEPARTMENT WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES CONTACT: STEPHEN SMITH INTERFERING WITH THE PROPOSED CONSTRUCTION AND 17. DESIGNS FOR SITE IMPROVEMENTS SHALL MEET THE CURRENT ...... �wl APPROPRIATE REMEDIAL ACTION TAKEN BEFORE PROCEEDING (979) 764-6273 DESIGN CRITERIA AS REQUIRED BY THE CITY OF COLLEGE JOEL R. BOCK .......................... WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE STATION. 1p CONTRACTOR TO RELOCATE ALL. EXISTING UTILITIES WHICH f 0 CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON TELEPHONE SERVICE: 18� FIRE HYDRANTS SHALL HAVE NATIONAL PIPE THREADS. ....... THE PLAN PER THE APPROPRIATE REMEDIAL ACTION AGREED AT&T X�N!ONAL UPON BY THE ENGINEER, CONTACT: TYISCHA LISTER (512) 870-4711 KEY PLAN: 19. DISPOSAL OF ALL DEMOLISHED MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE OFF -SITE GAS SERVICE: IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL ATMOS, ENERGY MUNICIPAL REQUIREMENTS. CONTACT: KIMBERLY WINN (979) 774-2506 20. WHERE A STATE OR LOCAL MUNICIPAL STANDARD DETAIL "I I DUPLICATES A DETAIL SHOWN IN THE PLANS, THE MORE B STRINGENT DETAIL, AS DETERMINED BY THE REVIEWING CM OF COLLEGE STATION GENERAL SITE PLAN NOTES: B AGENCY, SHALL APPLY. 1. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT 21. ANY EXISTING UTILITIES, PAVEMENT, CURBS, SIDEWALKS, SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT JUN 15 7 fi 11 S\ STRUCTURES, TREES, ETC., THAT ARE DAMAGED OR REMOVED TO BE VISIBLE FROM ANY PUBLIG RIGHT-OF-WAY OR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, NO COST TO THE OWNER. MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED PLAT APPEARANCE. DRAWING -nTLE 2, 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN GENERAL NOTES PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION, JACOBS PROJECT NUMBER TOSHS PROJECT NUMBER RE. D N"El�`VVE �f 3. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A ' I " I A r-8W9,6852 11161 C 0 NA IF J4. N,(,'. U PRESSURE VACUUM BREAKER, A REDUCED PRESSURE .1 DRAWING NUMBER PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK "Oil FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. t 4. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED C 0 L L L%G` k:' 1 C) N U-005 UPON INSTALLATION AS PER CITY ORDIANCE 2394. -ENGINEERING, PRINTI)ATE JUNE 13,2011 6 5 3 2 7 m 10 9 llufgr`�. I 00%..� ""t 04 Al ft �J 1.1 - 11" W 6 wir ............. 10 7 �% wM I IM3 . . . . . . . . , SCOTT & WHITE NIEMORIAL GENERAL CONSTRUCU,0N NOTES: SQUENCE OF CONSTRUCTION EROSION CONTROL NOTES Q 10SPITAL -4$11 THr `Y OF THF-SE PLANS -4 CO'N71ROLS AND TRiEE PROTECTIOIN' PER TII-IE CONTRACTOR SHA�1, INSTALL EROSI ON /SEDIM FN TAT[ ON 'OTT, SHERWOOD AND ALL RESPOt BlUTY FOP ADF(�UAC 1. INSTALL EIROSIOt SC REMAINS �NITH THE ENGINEER WHO PREPARED THEM,. INI APPROVED PLANS, C()t,,�`IHOLS AND TRIEE NATURAL ARE,.A PROTE�GTIVE FFENCING� BRINDLEY FOUNDATIONs N'G THESE PLANS, THE C11)" OF COLL-_,E TATION REVIEM Ec 5 PRIOR TO ANY S!TE PREPARAIJON WORK �-C'LEAR44(3-, ELY ON THE ADEQUIACY EE WORK OF TH[E DESIGN 2. EROSION COi,�3ROLS �NILL GE RP�ISED, IF NEEDEC, TO MUZ7 R OF 7H R 'QAVATION)� GRUBBING OF EX ENGJ,101_`R� COMPLY �41ITH INSPECTORV DIRECTWES, AND REVISED CONSTRUCTiON SCHEDULE RLLATIVr, T 0 7HE WATER OJALITY AND 2, THE PLACEM N" OF EROSION/SEDIMENTATION CONTROLS R SHALL CAL" THE ONE CALL. CENTER (8 1 1 FOR PLAN REQUIREMENTS THE ER6$10N PLAN, 4 CONTR� UTO' I_ SHALL BF IN ACORDANCE '111C APPROVED UTILRY LOCATIONS PRIOR, '1'0 ANY WORK IN CIre F.MEmFNTs CONOROL, PLAN.' SCOTT & WHITE HOSPITAL OR SIREET R.O,W� 3. ROUGHx--clif PCND� 71, MR SWPES OR TRE'NO'HES CREATER,. T AN' FIVE FEEET 1,14 4, �i,pp;CRARY cot1j'pOLS TO BE 1��Sp�-�rT ED AN D MAIINTAINFI) 1 THIE PLACiEMENT QIF AREA PR0TEQ'U'rE COLLEGE STATION, TX H "ROVE DEPTH, A tNOTE MUST BE ADDED STNfING: 'ALL WEEKLY AND PRIOR TO: ANTICIPATED i��',JNFALL EVEN' TS AND FtE'NCI111rj SHALL BE 114 ACCORDANCE 1�4TH APP 0 CONSTRU."."TION OPERATIONS SHALL 9'E ACCOMPLISHED IN AF_7_R RA,11NIFALL EVENIS, AS NEEDED. EROSION/S�r-1)��,,4Et4TATIOI"4 CW%TROL PLAN AG,c,0R0Af,4CF WfTH APPLICARiF RFG,0LJ'VR0I,4S OF THE U.S. 7RUIC)ION CONIFERENCE SHA: L UL HF11) 011'4 — IS I TE MR__m OCCUPATIONAL SAFFlY ANI) HFALTH ADMINISTRATION.- (OSHA 5. 8LGIN DEMOLITION, REMOVE PIJILDIIN[GS, CONCRETE- StWis, 4. A PRr---CO'(,IS: JAC111010N.F 311 7 STANDARDS MAY BE PURCHASED FROM, THE GOVER14MENT CURB & 0';JTTER, ASPHAL' DFIVFWAYS AND ANY 1�%Ij-jjf ('10NjRA(7c11P, DES�GN APPLICA,91' TEXAS R5GI$TRATI0N#F-Z9Ei6 ,r 'ECTiOR AFTER, INSTALLATION (',,r THE PRINTIN'(3 OFFICF; INFORMATION AND Rc�_�J\TED REFERE'NCIE. ASSOCIATED DEBRIS AND DISPOSSE ALL ix�wOLITJON MATERIAL AND INSP 2705 SEE CAVE ROAD, SUITE 300 MATERIALS MAY BE PURCHASED FROM, COISHA, 611 EAST 6TH TO AN APPROVED OFF—S!TE . FACILIr�, LOCATZ ALL EXISTING" ER0SI0N/SEQjMENTATI0,N 0'ONTROLS AND TR -EE/NATURAL AUSTIN, TEXAS 7874t LJTIUT5,�_, AND REMOVE AND CAP-0171 AREA PROTECTION MEASURES AND PRIOR TO BEGINNING ANY STREET, AUSTIN, TEXAS,) 11�10R SHALL N-01IFY SITE PREPARArON WORK. THE CONTRA" 61 BEGIN SITE, cli-FARING, '1`�',E CITY O� COLLEC-31 STA-IMIN AT LEAST -n IREF DA) RIOR MOON � MAYORAS G 4. ALL SITE WORK MUS'r ALSO COMPLY 'VdTH ENVIRONMENTAL G - t TO THL MEETINO DATE. Ar�CWTECTS, WC 7, ROUGH -CUT PARKING AREAS, OUILVINU, AREA, AND UTILITY _R CUTS AS REQUIRED PER PLAN, 5� THE C01,41RA-C"TOR IS REQUIRE-1) TO iNSPECT THE CON1 Is 5, ALL IMPROVEMENTS SHAtIL BE. MAGE flN ACCORDANCE IN)TH AI41) FENCES AT �'Y'EEKLY . fi,,'�CRVALS ANID AFTER SIGNIPCANT THE "RELEA'.33ED 81TE PLAN". AINY ADD)FIONAL iMPROVEMIENTS 'I'S TO INSURE:- 7HAT THEY A17E FUNCTION'lkJIG CON5TRUCT FOND, UTILITIES, SUILF)ING"r ANIO PARKING AREAS RAINFALL EV'E�-,. WILL RE7JIRE A SITE PL,\N AMENDMENT A140 APPRUVAL FROM PER PLAN� PROPERLY. -flHE PERSIONIS) RESPONSIBLE FOR MAINTENANCE THE CITY '-',F C0L,LF,(,- S-I-ATION; MINOR (.'0RREG'1JQNS MAY HE OF CONITiCILS A1,140 FENCES SHALt., IMm,,1F0::A1F1 Y MAKIE. ANY APPROVED 'BY ]HE B611DING PLAN REVk�`-Al SECII-ION ATC THE .1 J) AREAS. SILT KHOW Whaft b010W. 9. PERMANENFI' CONIROt-S V611 Fir CLEAKED OUT ANDFILI'LH, NECESSARY REPAIFIS TO DAMAG4, OWNER - TIME 01F BUILDING PERMIT� VH SCOTT �'VHtTE MEMORIAL MEDIA WILL 'HE INSTALi-ED PMOR TO/CC_)NCUR'REN7R_Y 711111-1 ACCUMULATION AT CONI'ROLS; M�U3T BE REN40VED WHEN' f E Ca! I before you dig. 484-236-6932 6. APPROVAL OF THIS SVE PLAN DOES NOT INCLUDE 9U11-DING REVEGI-7_ATION OF SITE� UEPT�I REACfHES SIX (6) INCHES. CODE APP��OVAL; FIRE CODE APPROVAL; OR BUILDING, 2400 $, 31 ST $TREET DEMOLITIO'N", OR RELOCAT�ON PERMITIS APPROVAL, 10� GOMPLETE CONSTRUCTION AND INST54,,LL LANDSCAFI�NlG.. 6. PRIOR TO FiNAL ACCEPTANCE- BY TH'F- CIIFY, HAUL ROADS TEMPLE, TEXAS 76508 AND WATERWAY CROSSINGS CONSI-RUCTED FOR TEMPORAIRIY I I ENGINEER, 7, WAILR AND WASTLWATER SERVICE WILL BE PROVIDED aY THE 11, REVEGE-ATE DISTURB 9, ARi-:4 OR C0'VPLLE A DF,,+10PERS CONTRACTOR ACCESS MUSI Bt-,' RFM0%/FD, ACCJMfJLA-T1__-D JOEL R, BOCK, P�E�,#9a441 cl-N OF COLLEGE STAIION� CONTRACT FOR THE REVEGEIATION A1_0NL,' WITH ENGINEER'S 5EDIMENT P1f"':M0v*t_.'D 1`1ROM 'THE WATERWAY AND 1HE AREA $12-314-3100 CONCURRENCE LETTER. RESTORED TO THE ORIG`iNA? GRADE AND REVEGETATED� ALL JACOBS ENONECRING SEL IN' APPRO�ZD LAND CLEARING DEBRIS SJLL BE DISPOO 1 5. rIW GARBAGE PICKUP IS PROOOSED `47H THIS SITE PLAN. 11 PROJEC"T ENGINEER & LANDSICAPE ARCHITMT CONDUCTS, SPOIL DI-51POSAL SITES, 2705 SEE CAVE ROAD, SUITE 300 F AUSTIN, �TEXAS T8740 0� SLOPES ON ACCES8181-p- ROUTES MAY f-"OT EXCEED 1.20 WALK Ti RU AND SUBMITS CONCURRENCE LF-TrER TO THE C R N T UNLESS DESIGNED AS3 A. RRAMP, [TAIS 4,17] CiTY. FINAL INSPECTION IS SCIIEDUIED IJPQ�4 RFCEIPT OF 7, PERMANENT OSION COI RROL: ALL DIE�i!,JRBED AREA'S SCOTT & VVIiITE SITE - 37.64 ACRIt-,S LETTEIR AND PRIOR 10 fFIF REMOVAL OF FRO!"3iPON, CONTROLS. SHAI.L. RE��'�TOREO A'S NIC)TED BELOV1. I O� ACC�S.SIBL(7�_ ROUTES MUST HAVE A CROSS s,'LOPE NO, FORMAL SUBMITTAL - JANUARY -1a, 9.011 GREATER THAN 1,50� (Tt-s 4,3�73 13� COMPLETE AND CLEkt,4 OUT PERNONENT EROSION 'CONTROL, A, A MINIMUM OF FOUR INCIHES OF TOPSOIL SHALL EBE UPDATE SUBMITTAL - FEBRUARY 17,2011 FILTER MED[A WILL BE IN.STIALLED PRIOR TO /CONCURRENTLY PLACED IN ALL DRAINAGE7 CHANNELS f f 11 EXCEPT ROCK) AND WiTH R-DIEGETATION OF SITE, REVEI,33ETATE DiSTURHED AREAS BETWEEN fliE CURB AND RIG11T-OF-WAY LINE, ZONING - PE)t� - ORDINANCE #2010-3300 NO WORK SHALL BE PERRFORMED OUTSIDE- LIMIT OF CONSTRUCT [ON, INCLUDING REMOVAL OF TEMPORARY EROS ION/SED: MENTATi% 'R IF' SEFI)ING. 101i Pf4i�AANENT E'ROSION CON7ROL SHALL DE CONTROLS AND FRE� FROTECTION, r,�ESTORF ANY ARI.`A�� 12� I3LFQ1RE REMOVING ANY UTILITIES, THE CONTRACTOR SHALL BE D15TURBIED DURING REMOVAL OF APPLIED OVER AREAS DISTURBED BY CON53TRUC110N AS FOLLOY;':3�: RESPON'513LE TO VERJF'� 7HAT THE UT�IJITY TO BE REEMOVED IS CONTROLS. BROADCAST SEEDING, NOT SERIANG ANY OTHER 1. FROM S--PTEMBER 15 TO MIARCH 1., SEDE-DING SHAUL �5�sulzv FOP, REVISION DATE E E 3, FURNISH lvi',410) iNSTALL HIGH VISIBIL17Y 'SAFETY FENCING AT WITH A C,&T,��BINATION OF 2 POUNDS PER 1000 :5F OF '00 SF OF 'OoNTER 05SUF�n rOR SiT F. VURMITTAL UNHULLED SERMUDA AND 7 POUNDS PER lot ALL LIDAEL CHANGES, OF-CHES, AND HAZARDS WHICH AMERICANS WITH DISABJI-TTIES ACT,, - I '�' 'ER j A ON RYE VVITH A PURITY Of 95 � YVIAH 90% G M N 11 RESULT FROM THE DIEMOILITION. T D F1 W-5-T PAC'i KA t�P. THE CFY OF COLLEGE_ STATION HAS REVIEWED 1111" PLAN '4� CONTRACTOR SHALL COORDIINATE WITH AIN'D ALLOW TO THE FOR COMPLIANCE WITH CITY DEVELOPMENT REQUL:��IONS 2, FROM MARCIF11 2 TO 14, S ED�NG SHALL BE, I SITE FOP, TI-iF VARIOUS 1_17-PLI-Ff PROVIDER'S TO 035ERVE ONLY, THE APPLICANT, PROPERTY OWNER, AND OCCUPANT V*fTH HULLED 9ERMUDA AT A RATE OF 2 POUNDS PER 1000 SITE PLAN -UPDATE 01107;201 OF TIHE PREMISES AR�E' RCSPONSIBLIE'� FOR D'E'7ERM-flING SF �MTH A PIJ�,��Y OF S!57, Y,17H 85�,.f GERIMINA-q0ti, AND COORDINATE THE REMOVAL Or THEIR A16ANDONED ill*�PROVE-MEINTPLA�-i-L�'VDATE 4 0441;2011 SERVICES WITHIN THE PROJECT FENCE, WHETHER THE PLAN COMPLIES WITH ALL OTHER LAINS; S REGULANONS, AND RESSTRICTIONS IN1111CH MAY BE A, Ff.RTILIZER 'SHALL DZ A PI'LLFIED OR GRANULAR SLOW AP'PtJ "' I Lis i I ICAFqF 10 THE PROPER'lY AND ITS �F� REI. FASE W1111 ilN ANALYSIS OF 15-15--Ib TO BE, APPI.ffl) 15. CONTRAICTOR SHAL.L. ARRA.1,GE I"OR ANO� (1*0RDINATE Tf 1E 01,4CE AT PLAINT111,40 AND ON("L DURiNG THE PERIOD OF' DISCONNEGTkON 041) RENIOVAL/RELOCATHOIN OF CYVERHEAD AND ESZTAf3LISIAM0NT AT A RA171- OF I POUND -DER 1000 SF, UNDERIG"ROUN10 ELECTRiC SERVICES, ELECTRIC LINES-, ELECTRI`0 VAULTS/MANH'OLES, TRAN SSFORMERS, AND POLtS WITH. -IN Ttip: UTILrFY CONTACTS B, MUI_(',H TYFIE USED SHALL BE HAY, S-17RAW OR MULCH D LIMIT OF CONSTRUCTICON WITH COLLEGE STATION ENZERGY AND WATER AND WAs,rEWATER SERVICE::: A, PPLIED AT A RATE OF 45 POUNDS PEP, 1000 SF. ....... ..... 7HE CWINE�R, CHY OF COLLEGE STATiON CONTACT,- moNm", do, HYi RAUf-Hr, S'�'T'DING,4 I 6� CONTRAWOR -10 FURNISH AND INSIALL APPROPRIATE EROSION I. FROM SEPTEMBER 15 TID NiARC7,'H T, SEEDINIG SHALL 81E' rrifli-rpral �11 (979) A COMBIN'AlION OF I POL)ND PEP, 10,00 SF OF F UNI-lWY-0 BERMUDA AND POUNDS FFR 1000 SF 01 WiNHER: 17. 91 EXISTiNG TREES 0" SITIE NOT S'C"HIE-OLILED TO BE REMOVE �'i RYE VATH A, .74URITf OF ��S% WiTH 90% GERMINATION, ARE TO HE PROTECTED, ELECTRIC SERVICE, COLLLGE STATiON U717 LITIES m 'niE CONTRACTOR IS SPECIFICALLY CAU110W.".0 11-fAr THF, C0NTjACT-1 TONY MICIHALSKY 2. FROM MARICH 2 TO SEP �8ER 14, SIEEEDING SHALL WITH 11ULLED 163EIV-4JOA M A RA'IE OF I POUNID PER i ' 000 LOCATION AND/OR ELEVATION OF EXIST10G UTILITIES AND (979) 764-34,38 SF W1114 A PURFTY OF 95% 'WiTH 857,'� STRUCTURES AS SHOWN ON THESE PVAINS Is BASED ON RECORDS- OF VARIOUS UTfUTY COMPANZS AND �YHERE BR'YA�14 TEXAS UTIIJTES -R SOLUE31" FER'flLIZER WITH A. FERTIJUZER SHALL BE A POSSIBLE, MEASURE1,1E�,j,..5 TAKEN 11IN THE FIELD, THIS CCNTACT:� ALLEN KRI'S:TOF AN ANALYS�S OF 15-15-1 151 AT A RATE 0��--_ 1,5 POUNDS PER INFORMATIODN IS NOT TO, RF REIAED 01N A$ 13EING EX/1%CT OR (979) 82`15730 1 coo sr� COMPI EJE. THE LOCATION OF ALL UNDKRGROU�ND UTILINES AND STPVCFURES SHALL FE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CIONSTRUCTION, THE H, f�,',ULCH JY E U'S,EO SHALL RE HAY, STRAW OR MUL0 I FIRE, Di-PARTfAENT,. APPLIED AT A RATE OF 45 POUNDS PER-, 1000 5F, V4T-i SOIL GONTrV�,CTQIR MUST 0011TACT 7HE APPROPRIATE UTILFV CITY OF COLLEGE S747TON FIRZ D.PARTMZNT TACKIF;EP, Al' A RATE OF 1,4 POUNDS P�ER 1000 SF_ COMPANY, ANY GOVERINING PERMITTiNG AUTHORWY, AND CONTAGT� STEPHEN SMITH C� THE PLANTED AREA SHALL BE IRRIGA-ED OR SPRINKLFU "ONE —CAL" " AT LLAST 453 HOORS PRIOR -to ANY EX I t-4eATIoN (979) 764-6273 JOEL R. BrXK .R,0017 THE Iffl,'301L, PUT ',MLL WORK TO REQUEST FIFi.D LOCATION OF 0'riLITIES IN A MANNER THAT WILL NOT INTERFERINo Wj'j,jj THE PROPOSCD CONSTRUCTIOIN AND SLK_I-'KAEJf1t.Y SOAK IHE� S011- TO A DEPTH OF SIX INCHES. 111E. IRR.IGATION, 'R AT TEN DAY INTERVALS PRIA-E RIEMEDIAL AGHON TAKEN UEFORE PROCEEDING APPRO, SHALL OCCU TELEPHONE SERVICE: WITH TI,iE WORK, IT SRALL BE THE RESPONSIE311-ITY CF THE DURItNQ THE FIRST TWO MONI'HS� RAINFi%LL 0 0 C U R R EN �Cl E S i AT&T CONTRACTOR TO REL00"NTE ALL EXISTINkC.3 UTILITIES WHICH Or I CONTACT: 7�15CHA ISTER .12 INCH OR MORE ZHALL POSTPONE THE WATE_-RiN"G CONFLIC."'T '4RH THE PROPOSED IMPROVE-MENTS SHOWN ON SCHEDULE FOR ONE WEEK, THE PLAN; PER "'HE APPJROPRIA�I`E RE'PEDIAL ACTION AG_I�REED (512) 870-4711 K FY PLAN, OPON BY T11E ENGINEEP� D, RESTORA'50'N SHALL GE ACCEPIABLE WliFN 'IHV t;,0,As.1,s GiAS SIRVI,crL, HAS GROWIN AT LEAST 1 1/7- HICH V4TH 95',Zr, 19- DiSPOSAL OF At-L DEMOLI'S HED MATERIAI� IS THE ATMOS ENEMY S COVERAQE, PROVIDED NO RARE SPOTS LARGER THAT 6 RESP0f,,,1SI9!'UTY OF THE CONTIWTOR ANID MUST BE OFF —SITE CON'7i-,,CT'. KIMBERLY WINN SQUARE FEET EXIST, IN ACCORDANCE 141TH A� L FEDERAL, STATE, AND LOCAL. (979' 774-2506 MUNICIPAL REG, U I R EM E N: �S N E. WHEN REIQUIRED, -NAflVE GRASS SEEDI.t,10 SHALL COVPLY Will-! RE�QU11filiI&ILN'[S OF (.3TY OF CrOLLEOE" STATION, 20, WHERE A SfAIT." OR L,OCAL MUNICIPAL STANDARD DF7AIL B B fA,jPLK_':AT,-5 A DETAIL SHOWN IN THE P1 LANS, ,QRL 1 G, DEVCLOPER !NFORMATION. 51'RINGEN'T DETAIL, AS DZ7_ERIAINED By, THE REVIEWING AGENCY, SHALL At-�IPPe. 0'�NN E R' SC01-T & WI<IE. ADDRESS-, 2, 00, 0 S, 3 1 S T S 7, F I- T 21, ANY EXISI"ING UTILITtES, PRVEMENT, CURBS, SIDEWALKS, TEMPLE, TFXAS 76508 STRUCTURES, TRLES, TI-IAT AM" DAMAGED OR REMOVED P� '10 IN E - (484.",238-8982 SHAIJ_ HE RE -PAIRED OR REPLACED GY. THE CONTRACTOR AT KifC -1. C,001'0'08 No COST -�'o Ti*_' OWNER, O'WN E R'S REPRESENTAIIVE FORI PLAN ALTERATONS; 411,.�IIR it 15 K11 . .................... 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" W'.X, -, -, ,�� - "'W", '\ - ) ", 0 \ %\N&,,�-\"� " q , , - \, \ "'�,\ , , "_�_ ACC=i�;Ii�� - " , PDD ON ALL LOTS . ),.vI' T� ,,�, �, - o',)��' Z \1\1X'k_', ,. \`\�, "N \ x. -�, " 1 �51"4'111'1�711 /Asr, 71�! ,P-�, / ,--- SEWCKS -1 ,,,-��, _,,�� \ " , \� - ____ - - ---, -.-/ Q, , " FRONT. PER PDD ZONING \ ,�, ____,� I � ,�...`R____9m1E,11 � " , / " -�, ,,,;,,�Ae N 1i , ��:', �) " � , I ,,, ,03-,� 7. 11 - z SIDE-z PER PDD , " i, v z " � --, \ " � � --�r �A - ", --- � T �,,,, ,1� �, �1� '10, x, , i , , �4�, � �._ � �_ - ,f - �, I - , \N - I I- - -_ - , " f�',__ , ,1� , - . .1 , 11, t, ! �� I i ;��,� � I \ "I 11 I--- - - -� -i ,!� - i!1.11. � �� .� ZONING " \' v \ I - 7�E__�, -,:��__�__t�� ... �.'� , - �z,-,Tm, , , - 4,��,�,F'.T,�� "� , b lf'� �40, 1;1i'. , � B , , \ __ '�,% "I __1 , - . , ��,a , ,_ ,, / " "li, ,,, / 16�mw___�, 5 . B , �111, "I , - /� - %� At �,,,,--� �' I . - i__ -, ,_ -C, -\ I , "m '7,& .�,-�f. . :1, I 1, ", \"\,�'�& ��'- , I", - - 1, I-- I _��11 __ , 'Ift". \ , � _�,g_, I 1, .�� STREET SIDF_ PER PDD ZONING ,��,, - -, . . . . . . . . . . " - ", - ____ " e -_ I "I - ��- k __ � __ __ 12.n,�, �", I I- _,;�I..Z� � ce ////, - , I �IA:> ,z T -1 ,!-' - �7,-, __ �� P��_o Q , _ COLLL, �, �;,M ',�\ , \I / I � - � 1�� V\ �\\", �",\5�4"" _ -':;--- iL -IP- --- I- I j ,w * PER PDD ZONING / , " \,�% , " �- _-� _w';,- ::z� I---- - "" - - �a - , i) REAR. ot \ ,\\.\ �,�, &W � ��_� .. : � - �c -1 ----,- 1, � I, nom. I 's ", ,,, !,- ,� " , , '��\ \ ", ,�\ ,�_ - >11, , - _ ___wzzz�� __ �� x U", , 'N �_ �_ , ___ V - ENGINEERiNG -� \1 "-.'1;>, --�tl-pcoir, , .�_ *i - 14- __ � 'Ir � ; .. - __ - - -�z ___ I , . M . \ "7,� - jjv,�,� - , - ,-,, - , -z- _��,��z .. f -/, I - 011- \1 � ,7 � �� -",- 163--_�_ ';-"� "�_ / �& , --y'\, \ "' , �\u ,_� i- 'v < 10 I , , - I . , ,,Z� I '�111 ,� / 1�,jk, � I � ��Z " , '1� \ `�,N , " � __ ,� . 11 ,,,,11�1 \ \ t -wv\ 0, " �-----��, - --�, , - , �, , I hQRMkUL_AW_VLM_Q&_BAU, , ,\\\�,- \ ,,�,�,- \1 :� , �_,_z�__ , "�,_ , , , �', -_ - -_ - - - I -i- ,�- --- �-, ,_� .��) �, - ?IN, - I . , Z, � %1;7 e ; ==_____ --- �� _' . A . , , 1, 1. 0 I 7" " - - - ��,� �__� BEARING AND ELEVATIONS SHOWN H"-fREoN .ARE WED O I ORIZONTAL CONTROL \ " '\�\ �N x\ ___11� �"_ , _�_- , �, 41- " ��,, \ \ 1� __- ___ �- � 11 � �,I, , FOR DETAILS OF SU13DMSION IMPROVEMENTS SHOWN' " , - -- - .7 -�- � M7�:- ,,��-7 -Z:Z_`--z_:�-_-�;--_ ' , - ---z 7�-_' - ip,,� - I I REFERE14CE SCOTT &, WHITE HEALTHWE SUBDIVISION I " - __�� , 1��/ I I I I ,� I ,, I � - ��__ _� ___7 - --- -_ Q / C' .11 . '% I " \ \\'� ',,�-f� \\ �, - �� !,�-�7-:_�_��_��-_--�, ,�� - ____ ___1z ___zz � - , , - , v i I ,,� � , �N� ,�- -A I , i ', \"\ \,� ",-, V� I- >�:7;,g:� "'i/"p, '. . , ITS AND ON -SITE TOM. �_ " - _Z:�� _�7 , "I I. 47v�/ , MONUMEN � , ,�; :�� "- ,--- - - ,�_ �� , �', " I -I,-- - - ",-, -, __ , , , - I i CONSTRUCTION DOCUMENTS, SUBDIVISION IMPROVEMENTS �_ �\ ,\ 'I-,' \\ '\ \, -L , �� " z 4 � , )f _ - , _�� -,", �";4 , � F4 11 ,� I , " _ � ____ E - " 11 \ 1, , -, , ,�, - , ii�� -i�,�- -7, , / \, \\ �'�� " S "--"^' k � - 11 , _-, ,�, _"� r', - - ,� I 11� I BVATER LINE " �, '' �,-\ \ 11� � ��_ - �_I_--nb � �__---!,�--, w -- � - _rl - ____ 3,'?, 1 , � , " I � I , I I z�_ I - ,� � ,11 1, I INCLUDE ROADWAYS AND LMUTIES ASSOCATED WITH. - I I I I k .1 O.- - --- � I I I � , I , �-�,--�__ `��,,, '�____. / I _� - 7' .��<- _el��,,- I-, .'��- - jz i , I I I I , 15�," - ,��_--, , ��_ � C-OTT & WHITE DRIVE, HE&UNG WAY, WE�AY DRIVE, I,----.- , ,�,A- \ 'Z"t f�' �_'-�,r'. "_, - '�_�_ CONSTRUCTED PER SUBDIVISION , � , - �� , ,_p, , , � " , �, , 1-1 ;wo - - ;�p 1� �\,, '_� ��, __ I " , _e_�� --��-Z::�Z --!�-��i,�-,- -.", - ---,/ AS FOLLOWS- )" "\",�\" � , - __-Z __,�_�,_ ,,_� ,� \, ��,, \ - ,� � , � ,,, V. " s _,_�5,-,�� ----_, 12_�,�, 1 1 \" �w >--- �Ia__,_",_- �� - __ ,�-- - P.) \ "\,�",'�\ -" "' '\\ \ "'��,'\ ""-::�� s \ �� . " ,,,\," �1. " \ . __ - _�, - -- - \ ", I c, - ,,,, 1��_ - , -1 ,,�E, ,�,,-��,U(U� _�, �, --,p ----"'. IMPROVEMENT PtANS (TY \ \�X \ , `� I 'I', " , ,-- _,1 -, n" _S$�� _,�N MEDICAL AVENUE, DOUBLE MOUNTAIN ROAD, CATHEDRAL ,\\\, \ "r I" , - I " -- - ,_��_ _1 ,/- , . I I I , -11 , - 2';'o�� 44��_v;- ___-- I � - ,: ,ZW�,\-- �� , -1 ,`t�_ �� 1� , ,� , " , N\ " _��..W�, - I ,��-- , ,,�tlt �,� 6 ____ ;;;�, , Tum #1 �111 / ;�11' , 11 ____� 14 "6, 1 X, " 11\�`r,"q1R,,o - j-,". - _ ,f � - -�\, _-.._.�*"w"a""m*Qw" X� - -- I" -,,,� _�, �_ R'Mc,", I'll _,� -, ,---_ , -_ ,� , `111� PINES DRIVE, AND TURN LANE IMPROVEMENTS ALONG � , , "', - �' - __1' I -_-�&,V_,;� -�- J2, -,�'__-__��, ""**x*vwwAoAKtm*wwm \ �,'X', -, I , ,�; V Jz �, 11 I'll �_�_11'1 ',�- --��_ �� __11 � � §', , " 'j "", " �_, , �`,' " �, I � RAILROAD SPIKE SET IN POWERPOLE - "�\ �' �,,%\ \ 0 4 "-,,%, 11 . , � . ROCK PRAIRIE ROAD. , " .., , ", 4� �� // � -_ ---- - � , . _.I ��11?',�'. - ____ I . . , � �t'� --,;, � , 'A'�� -I--, illll_��_ _-- __\_1 .111111-11. 1. I _� DRAVVING-TITLE I _; . I - , / ' 7 __�_�� 11 I - * 1, � 10 , W , ", ", � , , 4 , I � Lo APPROX. 1.30 1 1 \� I ", - `�'. I 1� ,--, �, �,,;` " " �� \ - I ,�,�.,,'-��f;�,-;��'.,, GATED ON THE SOUTH R.O.W. OF ROCK PRAIRIE RD., _ , /01 I \ \_ �111 �, ` 111'� -, 4 % v ,,, , , ._-, i�` � s � , I I ,(_ \\ -� , A 11 I . J , I -_ _z "I -11 .... . . �kl'z�� __�",p 'vN I - � - 01_1 WEST OF THE INTERSECTION OF ROCK PMRIE RD. AND STONE BROOK DR., APPROX. 40' SOUTH FROM THE \ , S\ -�',�,�""",,�,,, ,,I "I't, 10, , " �- --��,,��Y , � , 1'�, ,-- 29 " - __ 7 �_��_�_�_�, �CA�- - ,., \ // ,,� .��p " 'I'l- 1��\ " - __ , / I -a"&, , - \ '' o-s"", ., �, ,,,, ,�,, . _,�,,<, . , \ ,f, " \ \, 17 ,��- WASTEWATER LINE / ,,�,___ - ? 1 ___It� �� 'e-,�- \ ", o� � _�a_41, � I I I u� . __ ;� � X" I I t�, N, I __ . 'TE , ��- \ , ":', - RD. .1, I N�\ " g�,��, , �1'1'�1�15_111' , ,��r,� C)r � -/ "/, -�J// \ �� ,� -/' � , , , , , �� EXISTING CONDITIONS, " � , V" '. ,l;-,,�.'.-f-,1- 'A ,- '- 5,-�;, , , �, I'll, CONSTRUC j��.��.,, ,_ _, - .1 I "\ _\ , , �, ,� , . . / D PER SUBDIVISION 4 U f 6� 1; - ,-- I -- ,�z,�� - ,,, NAVD88 ELEV,"305.08* . ,\\ �,,, , , \' \ , , ,�V _', ,_ s� �,' -, -, 11\ I- . CONTRACTOR TO VERIFY ALL EXISTING UTILITIES , , , " , � ... ", � // I --, � _ -,, -__-�;�, . I - - ,� I � �', __ __ - - � 1��, //// - Q - - / �111 1 � ./ 11 -_ -,- - - . � -noN. ��, �1\ x I �, I ", �,, , -, , R'""mm""w ----M".... 1% � � e - I I - I I - _wm - -_ , __ --- 1, --- �� ,�'(!)el " i / �' - CONTRACTOR TO NOT1FY THE ENGINEER IMMEDIATELY OF , I.. , , ; - - A-1 - "'I--,- �__ __ -_ /', �i ,�� A i I ___.TAAA . -1 �' ,/ '\ X� ,\" - 1-17,-� " ,�� , , A,- , 0 , / - I \ �1, /Z `�', 11 5 __ , I � / - \\ "� 'y ,,�, �, I \',,, ,,, m �� I- IMPROVEMENT PLANS I � - � I _ ,�,.� , ,;6, x �. \ "\ "; � , I VERTICALLY AND HORIZONTALLY PRIOR TO CONsTRuc .r ,.� �, A __ �� IN , , �N �,�11'9 \ \� _/ 28�� -- - 1,15, - 11.��' .1 / N\,\x -, k'\',�,, t t, �,� � ,��, � � I -, \ � " 71 , , I - - . 1_.�� 11 , I'll, 1,��;�� 11 \ __� _,,�,' , � - ___��_ ___ �1, ,,'/ --4i�, " "I"', ANY DISCREPENCIES. . ��,1 1___ , 11 , 'i / \ - il ,___ , , I \ I . . � - --;y " � - X i I � I 11 T, m"§"""mw14~ 1 , ,-- I , I , I ,-�, I � ) __ - I- 11� '. -1 11 , , �,�_11\ � t--, , � - 111\\A I ,___� ---. , - TVSHS PROJECT NUMBER I , \ �,- - , <- � 1�'FEZ ,R� ,',,- A ALUMINUM CAP SET IN CONCRETE, STAMPED "COLLEGE STATION MON. 1 \ \ A�,'�,,\,� 111�_� "', , �,V, , � 111'5<�, '(1 \ " � �� %,_ I , 30, 1994- 1 ""I _ ,- 'N,�; -�\,�� I / \ 11 . , TEXAS STATE PLANE GRID COORDINATE CENTRAL ZONE (NAD-83) \ ,�\ ", 'Z , " '_ 1\ / / I \ �, 11 - �1, - 1 �/,7iN -I X1. , I 1� , �_ " P , ,�--,� JAC013 S PROJECT NUMBER . Y COORDINATE 10200592.404 1 �� . , - / � � 1 7�� - I I I 1-1 11 __,'� ____,___2F-8- '--,'/'" _ / � / � AAMM I I � , le - \\<'�,\, 1161, _ -8W96352 I , X COORDINATE 3569864.911 \�, \ \ \ \ % I , I I ,� , `� 1,�,k \ \ 1_' - I I _� 111w__1_ '�_11 " I r 11161 1 1 " - , 1� ,.".\, \ ",� 71f ,:Z�� -_ , I / ,�\ ,� I I - , _� 1, "I - � I ------ A �, "I" . �,,� ,,, 11,4" b ,� \, � �', - -, I "I A NAVD88 ELEV, 303-66' CONVERTED FROM NGVD 1929 ELEV. 303.57' \ 11 � �_\ *�11 _� -_ � i / " ,,�, � I , - , � �- �11\ DRAWING NUMEER . � \ \ "I �� I - . 11 I �, I , I " , %A� ,�o� ---' - // ,<�,�_. f 'I-, � ACCURACY OF THE LOCATION OF UNDERGROUND UTILITIES. . \\ - f134,1" "., � . � , 11 I., � I \ VIT f --I'--- I � ." I \ THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE \ ,,,, \ ,� _,.- - -,,11 -, // / - - _.,;',' - MON 131 \% � � � ,Y,mi �� .. ,:\\ ._��, -� 1�1k�,*X.K 11 "� / X_ Z��4,,/ �� , J_ _I- THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING . "': I'll, � Mzr A, * " �_-,.P,Ar, I _�-;:;` I.,,-- � ,�_ " ,� ',�__ ALL EXISflNG UTILITIES BY CALLING TEW ONE CALL .1 \ I , .. I _\z- ,�, I I / \\-- 11 I" N-1,1114 , "I ��114? I � I \'- ,'-3) L' 1_' __;_ '\", \\\\�' \ ,,,;�, < '�, I I A ALUMINUM CAP SET IN CONCRETE, STAIPED OCOLLEOE STATION MON. 131, 1994" ��\, , \ \1, �In - , . � IX --, / \ ,XZ) 1, , - I 11 SYSTEM 0 811 FOR LOCATION OF ALL UTILITIES, AT TEXAS STATE PLANE GRID COORDINATE CENTRAL ZONE (NAD-83) N � a,.. ,-, �\\, \ - � / Os.,, 1� C-006 . I \ � ;-''- i�'�',',/7 \ \ \ �, �,� I 'I',- \ __ %, Ill\ " \ I '. -------'-,-- 26 �yl_ ___ le)" / '\ \1 LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. I \ ", � , 11 - �,� Y COORDINATE 10196005.795 \ \( ( , � \1 % � / I \ "\\ "\, \, 7 __ I . , " ,-, �,,,, -, 1�, , 4 J/ _\ In X COORDINATE 3572535,894 % \ , -11 , I 1�1 __ __ , . �,�� - <1� / - . ______j ,�Alll _,I�_ 11 �� I I \ , (f, �, \ �\ __- , �1_ � . \ \ 11 ,,� \ �"f,a __ // / NAVI)EIS ELEV�. 279.52* CONVERTIED FRbM NGVD 1929 ELEV. 279.43' 1 4. � ", . __ ,# ---`�, x 11,\ �b'n Q - I I � ,�., I" , �. ,,,,�, 11-- - `114�11__ _�e -)-a I . \\'\ , - 11 , 1,�,-'-&�,,, , 0 ____ I ,V� - \1. I \�,,,; - \ . , , " ., _7� '*� I \ , \ ... , \ -, PRINT DATE \ \ \ \ , '' ,%; , ". i \ - \ _�_ , " �N 1�- _____ - §/'/ I I . .1 I � 0 ft � I I I'll, I ,,--M �_ I 11- ... I . . I JUNE 13,2011 1 "m "" - , __ ,. 11 � i." I I ^ Z 14"T"s . 11 I , _wk . ,� , 10 9 18 , 7 0 , 5 1 1 4 3 2 1 � I 1' I f I , I A d1% m III, a" I I 071111 r% IF;" 09, �, '' - , I . '' .*:� I , �. ., . 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DOCK, P,F�l, 08441 512-314-3100 JACOBS ENGINEERING - 270-5 PES CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78740 SCOTT & WHITr- SITE - 37,,04 ACRES FORMAL SUSNUTTAL - ANVARY 16, 201.1 UPDATE SUBM ITTAL - FEBRUARY I 7� 2011 ZONING - PDD - 0PXINANC5 #2010-3300 Is-WL0 FOR 0 Sir= " 81SUED FOR SIT5 SUSMITIML 01114�12011 'rDS14S - FIRSr PACKAGiE 1 0. 10*2011 summiot4 imppovEmem PLAtt-vrDATE 2 oaf`101111011 SITE r;lLkN_upijATr_ 3 OfITPGO SV8DWq5f0N IMPROVEMENT rTAN,9P0Uk 4 011,101inil EV F -tW Ul RIINNM W3 TI f *J EL R BOCK A TREE LIST - SINGLE J 'Ar *09SPV0JECTNVf&U:R TD311S PROJEOTNUNUBER raW9Wz DRAWING NUMIER U_V06 APD I rj Z011 rP.1111,11 PROU DATE APRIL 01., 20-11 01 -p p� Ar' 01M4 iil� FlIl", 114 N r=q 00 0 9 8 7 6 5 4 3 2 *77, . . . . . . . . . . . I 1 0 'j, . . ......... W x SCOTT & WHITE MEMORIAL .... . .... . ...... 0 ..... . ....... HOSPITAL 4 ........... � ii "IR 1.1 7_77- .......... . . ......... SCOTT, SHERWOOD AND . ..... .... ---- - ----- K; 7-- RINDLEY FOUNDATIONS H ........ ... R 7,�- zm�,,-_' F,If ........ . . . EXISTING CONCRETE HEADWALL N11 ti n, 1' 0 ie"jvVa S ',�v,a EXISTING 18" DU WrTH 2-30' RCP I'A3 . ..... fMTE HOS"I AL OTT 'A �e IRON WATER -- ----- W.�00 FlrI`M�,�iri in piac LINE "OU EGE STATION, TX RC EXISTING 21 P CONCRETE INLET .-D EXISTING 6" WASTEWATER LINE & WASTEWATER MANHOLE EXISTING OVERHEAD UTILITY X\\ i:�), F1 N B, ISTING 30" RCP & 1"' ,, J.�o UL(7 LINES s" .1 Iq CONCRETE JUNCTION BOX TEXAS REGIS 11014 F -2966 PROPOSED WATER LINE 2705 BEE CAVE ROAD, SUITE 300 TRA7 W AUSTIN, TEXAS 78746 IMPROVEMENT PLANS 1AS PER SUBDIVISION .. . ........ (A �10 Blll�m MOON MAYORAS 's ARCHITECTS, INC. w) j; Li I� !Ilij 14, K\ vll X RAIL GAS X Z EXISTING OIL/NATU v, WELL. �Iq PROPOSED WASTEWATER . .... . UNE AS PER SUBDIVISIO J N ............ s: IMPROVEMENT PLANS . . ..... 77-- ......... 7 Jim V v PROPOSED WATER LINE IMPROVEMENT PLANS AS PER SUBDIVISI ON 0 4 . ..... W %A, 41 F A.3", z i h" H V k/ t 00 > j z, y� �,i; MV 0 K, �'x -7, .... . .... .... Know whatrys, M�v r)'a �T A N I A ROAD ISSUED FOR REVISION DATE �0 L S�, ... ........... q; p� E V 4 X ISSUED FOR SITE SUBMITTAL 0111412011 x, LEGEND r t-;vq f "r4k Ile NIAILBOX a - X a A Z 'FAL.F.CTRIC JUINCTION PDX # 0 EJo 5 G: Y ANCII�_),R, X., 0-- W, WE R PC: E q, OVERHEAD U-1-ITIES CHU— -3k N.AS M A R K E "R V\\ w 7 V A— mo, 14 VA! VE G, _41 �Iv* 'A%i 1, i 'T `7_4, tA#01. , 7, q IR // /51 1-7 F R x j. MET WAIJ f 1, 4 \N, K �'�'ATEI \�/ALVE C, x V.. "y 1 41 4 V LVE 'D, D 1E, R I ATH Oi)\ C 0 N Tf TIM h� A ELEPt !ON Ir Ir-rix 4 A" V V TELEPHONE M�ANHO'E J H yw -X 221- x X xo ....... 'S�ANITARY CLEAN f. 4 y 4 uy _,s _4 . ....... 'A 000 OSANWI S,AN�TARY NIANIHOL�': Pos' 7. E P ss, , , "i . �, �, i , --, , 7 A, 7-,- 44 VA <t' tm 7_1 13 R A I I G N CONTROL B Av x SIGN N F'A "I C SIGN , A -jr, SIGNAl TRAF'r J I X� 0 50, 100, 200' �w x B E 1) WIRE' FE. N'Ct N _A� V"/ X f-A N or- NIN Xf WOOD FIF N C E CHAIN LINIK' FF.�',41CF T u V, ., � \;.11 I "A All- AO SCALE: 1' 100' EXISTING FIRE HYDRAN WATER PAINT t,,�ARK i __ W. ..... . .. AN -GAS- ('2AS PAIN,' MARK 4, I I > 4*�"�;`�� Y_ �d X 'k G �� rl AV 01 CONCRETE I T . ... ...... ... A 31 1 ;4 JOEL R, BOCK �Is ............. " i !V �x �,7r -Y "N' ............. EWATER - - ----- \ `1 N A LINE AS PER SUBDIVISION - fl,", �� "� , "i �'7n, 45-�, V 6, IMPROVEMENT PLANS N 49 .. ........ PLAN� <) 4, I/ V NOTES. ......... . ... . ........... � j , 'r '__" i )-� - I � 1 .11" , -/ I—' .', , , / I STORM DRAI AS PROPOSED CURB INLET 4� Ql!!� KEY 4_ R 1114_q WTTER U�E INE AS PER SUBDIMSION PROPOSED WASTEWATE PDD ON ALL LOTS PER SUBDIVISION Li IMPROVEMENT PLANS 7 IMPROVEMENT PLANS SETBACKS MULE AS PER SUBDIVISION IMPROVEMENT PLANS AS PER SUBDIVISION N, IMPROVEMENT PLAN S w SIDE: PER PDD ZONING ...... .. .. STREET SIDE, PER PDD ZONING uNE AS PER SUBDIVISION t A*� REAR: PER PDD ZONING B B L DLBEHALMM IFRMARY RpAgf�i"� t IMPROVEMENT PLANS sT, REFERENCE SHEETS 0005 C-006 FOR TREE BEARING AND ELEVATIONS SHOWN HEREON ARE BASED ON CfTY OF COLLEGE STATION 3 LISTS. �X_ N MONUMENTS AND ON -SITE TE3M. "A' 28 V, AS FOLLOWS. �Z �_A V 1�rlv RAILROAD SPIKE SET IN POWERPOLE LOCATED ON THE SOUTH R.O.W. OF ROCK PRAIRIE DRAWING TITLE e' k, RD., APPROX. 130' WEST OF THE INTERSECTION OF ROCK PRAIRIE RD, AND STONE BROOK CONTRACTOR TO VERTY ALL EXISTING UTILInES VERTICALLY AND HORIZONTALLY PRIOR TO _7_4 DR., APPROX. 40' SOUTH FROM THE MEDIAN ON ROCK PRAIRIE RD. "A CONSTRUCTION. CONTRACTOR TO NOTIFY THE IES. ENGINEER IMMEDIATELY OF ANY DISCREPENC LINE AS PER SUBDIVISION EXISTING CONIE)"'ITIONS NAVD88 ELEV.=305.08' IT PLANS IMPROVEMEN 4_; A&RNLN G I > MON 130 V� v", A ALUMINUM CAP SET IN CONCRETE, STAMPED "COLLEGE STATION MON. 130, 1994" z" -83) TEXAS STATE PLANE GRID COORDINATE CENTRAL ZONE (NAD THE ENGINEER ASSUMES NO RESPONSIBILITY FOR PROJECT NUMBER FOW96852 A Y COORDINATE 10200592.404 )< THE ACCURACY OF THE LOCATION OF . .......... A ITIES. THE CONTRACTOR SHALI X COORDINATE 3569864.911 /_x BE RESPONSIBLE FOR AVOIDING ALL EXISTING DRAWING NUMBER IV, NAVD88 ELEV. 303.66' CONVERTED FROM NGVD 1929 ELEV. 303.57' N UTILITIES BY CALLING TEXAS ONE CALL SYSTEM 0 ........... x 811 FOR LOWON OF ALL UTILITIES, AT LEAST 48 MON 131 . . ....... HOURS PRIOR TO BEGINNING CONSTRUCTION. -007 A ALUMINUM CAP SET IN CONCRETE, STAMPED *COLLEGE STATION MON. 131, 1994" C - - -- - ------ ORDINATE CENTRAL ZONE (NAD-83) a Y COORDINATE 10196005.795 4 - - V x ........ 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REFERENCE "` .. ` %2�6 �\- / : .CONSTRUCTION DETAILS -- LOT, , . . , . ° . _ T7 /x ,MNI HEALTHCA.4E ° ,, / >, _ _ . ! EROSION CONTROLS S10179, F LE . . z g __ _ __ . \\ PROPERTY BOUNDARY - . . . .. \\ , � A'` � _ . - .-- 830- "EXISTING CONTOUR I . \\1 . .' `� �' `V. / / .---------- 63n-- --- PROPOSED CONTOUR . . �. . - : . \ \ �. \ f .. I . . • . . . . �• , // ,�� .. . ° -., . FR �.. FHB 0 2 201Z , 1 . . � \ .. . . ' LOC LIMITS OF CONSTRUCTION . \ . \ • . TP TREE PROTECTION FENCING I . . . .. . . \\ / e - / ` _ . RB mROCK BERM ` . . \ s ? `��; SILT FENCE. REFERENCE SF SILT FENCE . .. r - . . - CONSTRUCTION DETAILS . , \ \ �� HB MAY BALE . • \ r'4p 80 EROSION CONTROLS _ 4. . __ _ .. . . \ \ 2, I RpPOSE1? STABILIZI=L�• . \ \ r�IwiN 11TLE . / CONSTRUCTION ENTRANCE \ �\. \ \ � t'�[ l" im�"�1e1'1 *9W°.' "�►I%1117Kt"T'A,rir\K1 STQ4A, S£Rx12 PASs�fENT !� i _ - -_ _ _ - -._. I .I 1 . I . . . . . \. AfY` l <.b� \ _ V .t ♦.ni q' 3 4 .`t,. F o 3 _I III . .. I. I��. �I ..� I. . 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SCALE.9 120 t j, :`.>. \\ C'A,J�,C $ i „ A f 1 :.'; - III SILT 'FENCE. REFERENCE , I� 2 9�:.� �. s� , ` -- CONSTRUCTION DETAILS -- , x., ,.�,,, �.-kxNN" ONSTRUCTION DETAILS ,;;: ,>,., S r Q: •� T t; a e �;5 ERO ION CONTROLS"' ,........� \ .. .+� N .CONTROLS Hua �, A „, �, �, STD �„ r fir^' 20 P.U.E. SETfEztT S7D & , -Y,R, - . :. - �l 7�' . . 'k # ,I \ . 0n ' • Va- 79, P0. 5a �.' £ •{ «',�.'i I `Y °'i .. . '\ r\ O J9uG 0.R.H.C.L _ 4T :,i{,tM tl - - , . � ..•.•.... .••.. . ,...• ` >Ei ivy i :• •..•. (� . . . \ � � �� a� �,/ / s1 t � �1�'' �. _, �® � JCaEL Ii BOCK • ..� e 2 29 9 air �y Q• 1. ,O.E. Pue1' _ - - ' . f 2+' P c•v ri, �6' d ,J pI O n �� 7t > > .�[ n 1 1A ...,,....p..,,.A.,4.,.....� , a� . \ : A > 1 rT, L. il9 ACCE: ES E+��£u .. m : `� .M .. a < a.. : u, :s , t' - '+�1'"• r' .. .et V"4`"1.1 �. .. \\ �� vrn o° ecs� N cs; . q'3� #� �, I; , �� p ' ��ss . �/ A. 1'op - , i ,P,;'l .. 4, �oNAI. �' �7.an"aer \ __ . . . . . \ � . P / �' S$ \` J KEY LAN HAY BALE �TYP.). REFERENCE "` .. ` %2�6 �\- / : .CONSTRUCTION DETAILS -- LOT, , . . , . ° . _ T7 /x ,MNI HEALTHCA.4E ° ,, / >, _ _ . ! EROSION CONTROLS S10179, F LE . . z g __ _ __ . \\ PROPERTY BOUNDARY - . . . .. \\ , � A'` � _ . - .-- 830- "EXISTING CONTOUR I . \\1 . .' `� �' `V. / / .---------- 63n-- --- PROPOSED CONTOUR . . �. . - : . \ \ �. \ f .. I . . • . . . . �• , // ,�� .. . ° -., . FR �.. FHB 0 2 201Z , 1 . . � \ .. . . ' LOC LIMITS OF CONSTRUCTION . \ . \ • . TP TREE PROTECTION FENCING I . . . .. . . \\ / e - / ` _ . RB mROCK BERM ` . . \ s ? `��; SILT FENCE. REFERENCE SF SILT FENCE . .. r - . . - CONSTRUCTION DETAILS . , \ \ �� HB MAY BALE . • \ r'4p 80 EROSION CONTROLS _ 4. . __ _ .. . . \ \ 2, I RpPOSE1? STABILIZI=L�• . \ \ r�IwiN 11TLE . / CONSTRUCTION ENTRANCE \ �\. \ \ � t'�[ l" im�"�1e1'1 *9W°.' "�►I%1117Kt"T'A,rir\K1 STQ4A, S£Rx12 PASs�fENT !� i _ - -_ _ _ - -._. 10 8 6 2 MW 4 gt= i. V - _4 M4� _4 --- Z7-4 U", Y '#.I x 18 WHITE MEMORIAL m SCOTT& Tx_* % A. -7 . ..... .7: HOSPITAL 4;i� SCOTT, SHERWOOD AND A A .......... . . BRINDLEY FOUNDATIONS q k 1�91 L STAH!LIZEf0, CONSTRUCTION ENTRANCE H REFERENCE CONSTRUCTION DUAILS nE. EROSION CONMOLS AI' aiUM CON'STRUCTION ENTRANCE K. T_ CE NSTr MLS - SILT FENCE, RE"- ZEN REFEREN,"'F "'Or WCTION D E J CONTROLS CONSTRUICTION DETAILS - EROSION CONTROLS "AL li: ''J E S"'OTT WHITE HOEWil L INLE7 PROTf COA LEGE STATION, T X El CONSTRUCTION DEMLS - K, ER0SI,0,N COMPO: V N; 14A (jr-,jh �o N :T-%, lh 4 TEXAS PF_GfaTRA7ft0N #F4966 A 270513EE tAVE ROAD, SUITE .100 0 "0 AUSTIN, TEXAS 78740 N X �3S V, /;is k 1, V, MOON r4AYURAS `ii'x C 3TRUC11011 E NC LC 0 �UCTJOtj DL7 :C,,�;T 'w A j "A ii�N ItV�` x0s #; cc < 2� 0 ORS TREE PROTECT04. REFERENCE vi W� d 0 --; 7 'D v A. STAG G At,,` N DETAILS 1EMPORAR"Y' X 1I S- ARFA--, "4 ". -.,;�lr CONST!". No� �V E N I TROLS ", . .. . ... ............ ROMN CO le if. F A v, X, "A OWNER: TREE PRC)TECTION, REFERENCE t 0 1 > SCO17 �VHITE MEMORIAL 5 '4� A "A ii, "VI %%, CONSTRUICTION DETA[LS �,A "A": IY 2400 S. 31$T STRI EET V, A V ER01-foN CONTROLS 0 TEMPLE, TEXAS 76508 2 1'3� .......... a 'o j > > % ENGINEER; CE ' z 9 , : I.- - - " --- , - 9 i , . ii� R - ... :i`l" . I I , i . . STABILIZED CONSTRUCTION ENTRAN -L. P 98441 JOr � SUCK, P,.E� 9 "ONSTRUCTION DIE-7AILS REFERENCE C 14, 512-314-3,100 M f EROSION CONTROL-, JA10OF3$ ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 N." il - i , 6 1)1-., P V�, - . I __ k 1 1.." �, '4� A" PKAS 78740 AUSTIN, TC j "I j _n x 'k 1�7 1A ----------- IBEIR ROLL -FOR INITIAL EROSITol A h; F SCOTT �WUTE SITE - 37�64 ACRES h, FIBER RO REFERENCE CONTROL. S:LT FENCE FOR J _NT ER:" SKON GONTRO, "RMANIE A. "UCTION DETAI CONSTR '3" JANUARY IS, 2011 FORMAL $Uf3MI7TAL % CONISTRUCOON 31( AX EROS -IN CONTROLS I N - � __ " A 9\ UPDATE SUBMITTAL - FEBRUARY 17.2011 r -ROLS DF-TA;, LROSION CONJ \1 < ZONING POD - ORDINANCE #20`10 4 x V, j 7� TERENCE INLET PROTECTION (TYP,), Rf:�4 AA > CONSTRUCTION DETAILS S + A EROSION C014TROLS �.N q J I Ix .. . ...... . ul v V E V 3%TTAt, ISSUF0 FOR $:�TF SUC W" 'k 4, 1 HAY DALE (TYP.). REFERENCE ggv, v TOSMS, F-IRMT PACKAGE q�gp; A I-, , , �,, " y- 4 X��f NSTRUCTION DETAJLS SUMMON IMPRO`VTMEUTPLAN�UPDATC 2 D110111201 I % ........... EROSION CONTRO's 4 V l, WA SFrR PLAN -MATE V X ;�, 311 1MPR0VFMEf4tPLAN,,VrDATF_ T EE PROTECTION. REFERENCE �UCTION DETAILS - > rt' 0 N' 511 > -ROSION CONTROLS N % N, �w & 77" �7 kt� PROPERTiY BOUNDiWY v�- >2 k,- Y ils, M, EXISTING CONTOUR ��',%I'Xze ,j�,,�,�,%, �. i"A Ax f D PROPOSSED CONTOUR 4 elf R L 5 nr cmzm�zucftom IWI V,, k_ REFE —T11— TREE PROTECDON FENCING INLL RENCE lei------------- TREE PROTEC-110N, REFERENCE V "ISTRUCTION D7AILS woww"a"mm R13 *w1mm"w"m �,'x ROCK BERN! 01 awm > EROSION C CONSTRUCT1014 DUAILS 1>0Y N% ;EROMN C0!`4TRCkS PROPOSED STABILIZED 1A N, 11 TP w"i, Nis "V ON OLS ENTRANCE CONSTRUCTiON Ttpo�, Y CONSTP ACING At 0 UCT10f,1 7 611 'TLfJP0r,,ARY SPOiLS AREA .. . ..... ...... .......... �x A ? INLET PPOTMCTION (IP) W.r SCALE: I" 100' 'TREE PROTEC,PON. REFEREN!'E A E REFERENCE TREE TO BE REMUVED SILT F0,M IN 31 CONSTRUCTION DEMILS "'TION DETAILS EROSION CONIROLS _1110��Nv C 0 N S T R U0 x- rll�t ---- V% c 1A 11", - 41� * ., , mosm coNpRot-s -ro J." S�on co� RFI� TREE TO REMMN N pi", T jQEt. ril f30QK 9wif au �V p IN . . ........ 4. —4 j 7� ONM_ -,'J-`� "F Y", 83 -�y PLAN. L . ... . ...... "M - FIAY GALE N� A� 4 'n Er ISIRUCTION DEJAIL CON ROSICN CONTROLS , 0 p, 6 > �,;l N5.11 :�.5 3" B 6" 1, V v V. ..... .. . A x N ? it V SILT FENCE. R'FFERENCE -u ".4 CONI�MCTION DETAILS - v 0 LS �K 7� -:, - - _l+ � �11' "', I EROSION CONTR 'vil . ..... Y IK af 01, 1 g-, P ��v L 1! K111 CNTRA.GTO IS wl_ Al 1,P �K I EROS 10NISEDIMENTATIO 1 APP I HAY LIALE (IYP�)� REFEREN'CE N� CONTROL PLAN _5� CONSTRUCTION DETAkS > x- ID, ROCKS, DEBRIS, ETC. 1HAT IS SPILLM AR� DIRT, VIJ FROSJO�N WNTROLS ROCK BERML REFERENCE TflACKED, OR CT�4��RWISE DEPOSITED ON ANY EXISTING '005 FROJEC T NUMBER I Y, T -�ALL BE CLEANED UP IMMEDIATE CONSTRMTVN' DETAILS JAC TUS' : zS PROJECT NUNIBER PAVED S1RFF;S S1, c rawq6ss2 U N wit X"', U I ............ . ..... VRAWINC,., U ER C, 1AJ -ROSiON/SEDIMENTATION CONTROI� AND TREE AIJ_ L A 2 APR PROTECTION �OA7.R:AL AND DEVICES SHOV;N ON TVIEsr- -101 PLANS TO BE FURNISHED AND INSTALLED BY CCN7ACMR UNU�Sq_ OTHERWISE NOTE COLLEGE ENGIM'ERING PRINT DAI i, APRIL 0 1, 2011 1311", 1111*111.�m ---------- - W'M RR&I M�m OMIIIIW�WW70 'p A of 4 3 0 F, 10 9 8 7 5 4 3 2 Yz SCOTT 8't WHITE MEMORIAI WOVEN WIRE SHEATHING ISM, HOSPITAL SCENT, SHERWOOD AND BRINDLEY FOUNDATIONS H x --l-HAIN UNV FENCE- T STEEL POSTS, Y, "xy, T1 "A" x `y, y� X, x x Il Y X IA A ....... �Y,'� NA I 'AlVv ',�,,Xtl 4 /I _K v C 0, 1., L E G E S TfiJ 10 KI x 1_1, J A A 4 LIHMS or (VAMES) CRITICAL ROOT GENERAL ND S: 'f'MS= 12 i n PER I F RAUIU_'�=12 mrn PER (I It PER in) 1 USE ONLY OPEN GRADED ROCK 4-8 INCH DIAMETER FOR STREAM FLOW CONDITION; USE OPEN OF 7R!J*NK DIAMETER GRADED ROCK 3-5 INCH DIAMETER FOR OTHER CONDITIONS, TEXAS REGISTRATION #r*-7966 *AS NEEDED To PROVOE M IMUM NEC ESZIS SAPY WORK SPACE, IF POOLE, IF LESS TIIAN 15 m UN A,66' �,DAROS STRAJTED `0 M NI'. 2705 BEE CAVE ROAD, SUITE 300 NOTES: ELEVATION 2. T-IE ROCK BERM SHALL BE SECURED V4TH A WOVEN WIRE SHEATHING HAVING MAXIMUM 1 INCH AU TIN, TEYAS 78746 OPENING AND MINIMUM VVIRE DIAMETER OF 20 GAUGE. 1. DETAIL SHOWS TREE PROTECTION FENCE AROUND SINGLE TREE FOR TREE CLUSTERS, —ORITICAL ROOT ZONNE MOON - MAYORAS G G 2., PLACE FENCING AS CLOSE TO DRIPLINE OF CLUSTER AS POSSIBLE. 3. THE ROCK BERM, SHALL BE INSPECTED WEEKLY OR AFTER EACH RAIN, AND THE STONE AND/OR FABRIC CORE -WOVEN WIRE SHEATHING SHALL BE REPLACED WHEN THE STRUCTURE CEASES To A�RCHIT�ECTS, �tNG. DWLINE TION AMONG -TTIE ROCKS, WASHOUT, CONSTR C I REE PR07ECTION FENCE FUNCTION AS INTENDED, DUE TO SILT ACCUMULA U TON TRAFFIC DAMAGE, ETC. OWNER- SCOTT & WHITE MEMORIAL 4-. WHEN SILT REACHES A DEPTH EQUAL TO ONE-THIRD THE HEIGHT OF THE BERM OR ONE FOOT, 484-238-69I2 V411CHEVER IS LESS, THE SILT SHALL -BE REMOVED AND DISPOSED OF IN AN APPROVED SITE AND IN 2400 S.31ST STRr-ET A MANNER AS TO NOT CREATE A SILTATION PROBLEM. TEMPLE, TEXAS 76608 2"X4" LUMBER STRAPPED E TO TREE TRUNK 5. DAILY INSPECTION SHALL BE MADE ON ROCK BERMS; SILT SHALL BE REMOVED MIEN ACCUNIULA11ON NGINEER: JOEL R� ROCK, P.E. #98441 REACHES INCHES. 512�314-3100 TREE PROTECTION FENCE JACOBS ENGINEERING t 6. WHEN THE SILT IS COMPLETELY STABILIZED, THE BERM AND ACCUMULATED SILT SHALL SE REMOVED 2705 PEE CAVE ROAD,'$UITE 300 AND DISPOSED OF IN AN APPROVED MANNER. AUSTIN, T! , EXN S 78746 RCHITECT: BOB A. LUNDEEN, AIA PLAN SW-7357026 JACOBS ENCINSERING F TREE rPROTECTIO'N FENCE 777 MAIN VIITZEET FORT WORTH, TEXAS 76102 SECTION NTS SCOTT WHITE SITE 37,12 ACRES ZONING PDD - ORDINANCE #2010-3300 r7' 77" 1 WOVEN WIRE SHEATHING LEGAL DESCRIPTION: 3 ICJ LOT I 13LOCK 1 ......... GENERAL NOTES SCOTT & WHITE HEALTHCARE SUBDIVISION W 1. STONE SIZE 3 TO 5 INCH OPEN GRADED ROCK. SUBMITTAL VATF. JUNE 13,2011 2. LENGTH AS EFFECTIVE, BUT NOT LESS THAN 50 FEET. DATE E ISSUED FOR E Al_"11_.11l I /V; %3, THICKNESS NOT LESS THAN 8 INCHES. r 4. WIDTH NOT LESS THAN ALL POINTS OF INGRESS OR EGRESS. X < WASHING WHEN NECESSARY, WHEELS SHALL BE CLEANED I Y 5. 0 *T o Mff�l: REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. V., . IV", f WFIEN WACHING IS REQUIRED, IT SHALL BE DONE ON AN AREA Z 11 REA .111 11 �Ij -�l _IlT7 5p, STABILIZED WITH CRUSHED STONE WHICH DRAINS 111TO AN APPROVED TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATER COURSE USING APPROVED IMETHODS. D 3" TO 5" OPEN 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOAqNG OF ROCK BERM DE.TAIL GRADED ROCK SEDIMENT ONTO PUBLIC ROADWAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS NTS TRANSITION TO ROADWAY CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADWAY MUST POW BE REMOVED IMMEDIATELY. 7. DRAINAGE - ENTRANCE MUST BE' PROPERLY GRADED OR INCORPORATE A SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCI710N SITE. tv'; I N I M U ['''l GRADE TO PREVENT RUNOFF FROM LEAVING SITE ROADWAY S! - OPF c 11IJ 'Is Y OVERLAP A—)( DIC-) FABRIC SPLICES. 20 POUND SANDBAGS AT EL R. SOCK EACH CORNER, 98441 I =1 If -III 1-7-1 EXIST, GRADEo'. 127 (T�YPICAQ L GIN &'. PROFILE 4 4. i di Y PLAN: STABILIZED CONSTRUCTION ENT RANCE DETAIL 'm 5 NTS M EM ADJACENT -WOVEN ,4, NON T t GEOTEXTILE FILTER FABRIC L B .B THE INTENT OF THIS CONFIGURATION IS FOR USE IN EXTEN D 12 MINIMUM PERMANENT STABILIZATION ON SLOPES SUBJECT TO BEYOND INLET OPENING SHEET AND RILL EROSION, USE A DIFFERENT AROUND PERIMITLR, R, Sp, CONFIGURATION IF YOU HAVE CHANNEL EROSION. <27� 33 F-EE1, 3 S t�Ql P F, P A Q; IN G P E B, I Q SPACING DEPENDS ON SLOPE STEEPNESS AND SOIL TYPE. AREA R E N C F1 D R A I N RUNCH 2 - 6yr20 FEEI 5 GRASS TIIE FLEXIBLE LOGS ARE FOR SHORT TERM USE DURING INL.ET PROTECTION >rj% 15 EFT 7 CONSTRUCTION SEQUENCING AND MUST BE PORTABLE. I)PvtNVING TITLE NTS THE LOGS CAN BE FILLED WITH A COMPOST -MULCH MIX CONSTRUCTION THE LOGS MUST HAVE INTIMATE CONTACT WITH THE EXISTING SOIL SURFACE, THE INTENT IS FOR ALL..THE SHEET RUNOFF TO THAT IS PERMEABLE AND HAS THE ABIL11Y TO UOIES'. DETAILS -EROSION PASS THROUGH THE LOG WITH NONE PASSING UNDER THE LOG. SUPPORT PLANT GROWTH. THE INTENT IS TO ALLOW SOME PERMEABILITY THROUGH THE LOGS. THE ENTIRE 1. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR AND THE INTENT IS FOR ADJACENT ROLLS TO TIGHTLY ABUT ONE ANOTHER WITH NO FLOW PASSING UNFILTERED BETWEEN THE ROLLS. LOG IS BIODEGRADABLE AND DOES NOT NEED TO BE SILT ACCUMULATION MUST BE REMOVED *IEN DEPTH REACHES REMOVED. JACOBS PROJECT NUMBER TDSHS PROJEC F NUMSEP FBW968521101 A THE LOGS SHALL BE ANCHORED TO THE SOIL PER MANUFACTURERS RECOMMENDATION. A THE INTENT IS FOR TTIE LOGS TO BE INSTALLED ON 2. CONTRACTOR SHALL MONITOR THE PERFORMANCE OF INLET DRAWING NUNIBER WORK FROM THE BOTTOM TO THE TOP OF TIT SLOPE. THE CONTOUR V4TH THE OUTBOARD ENDS SLIGHTLY PROTECTION DURING EACH RAINFALL EVENT AND IMMEDIATELY UPSLOPE OF THE CONTOUR (LIKE A SMILE). CLEAN THE INLET PROTECTION IF EXCESSIVE PONDING OCCURS, INSTALL THE BUNCH GRASS ON 2 FOOT CENTERS UPSLOPE OF THE LOG 3, INLET PROTECTION$ SHALL BE REMOVED AS SOON AS THE SOURCE OF SEDIMENT IS STABILIZED. FIBER ROLLS FLEXIBLE EROSION CONTROL 1-00.3 PRINT DATE NTS ime 13,2011 10 6 /A, 5 4 3 2: 1 ...... ... . .... .... fo% el. 10 9 3 44, '77 __W.. 7 H1 G, V 3/4, To I I AWTO SA14D BAG wy FIBMC, TO CV0�' DRNN RATT F I- T ER FAB �,O `W ,, NO BAG x EQMN'S ART- IfT.:I) TC� 00MN AND"'u,", V. WER SEI)IMEWMADEN FRUNCK1, f.,ZT-AUNI 16' �^,EIJLE M�OV TO INIQ A i)FW'M !NLO C.ArCH PAS!N, �ALE,'� AND MUST NOT DEGPWA. [�UE T0 �00OSFIOIR�Q rONDA,01`45, f- ' REPLACED 44 OF CKWRONAIION. X PS MD. TO MMM X �_Z T PIATIPWAT(Irm ............. . ...... chy or ham STANDARD DETAIL SWP- P1_00 .... ...... ... .............. ......... . ..... . ...... .... . ... . ........... .... E m SY AS U _j A DM "F SCOTT & WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND BR1',,4,DLrZY FOUNDATIONS INS FAWNED* (Eon x M.I� A, SEVMBT FAof�K' il"TF HOSPITAL SCOTT Iryk W1 5U,'i.)RELY TO T P0,S7 & M��SH Co OLLEGE STA TION TX ts,1;7`iAL T-POST`----�_ C',T PUFR F?�BRV� TO EXTENO - -W' ANr -D 7�. BE ANQW)m_ AS PEC,'D, TO NU,�JNTAiN'� A_'�R N Q'I SPACU) E' ,��FAif iAl* e ;MRE UEf MW CTVAMED BAW FILL 10 DETAIN AtT�,, 70 S .1 ALLQV',S SEDR,�ENf E rLE r R - P 0TE,,,JiO' A "�TOFUi DRAM4 Rk.eT 00 170CH, TEA S RE ISTRATION #F-29mi 2-5 T') 5 A i T"OF 07 41 UU 0=r. V- -.7VI 4VU k! it SIALL SE FLIL T I �J AU$TIN., TEXA$ 78746, L F SCCW,,.Ti,� V�kOFH OF' SFE Ac m J L C, KOK VXiPAYb �4R.ARMC;7F. FLG'A1, y US��O R4 AREA�3, :/,F z PMON' MAY0RA A ARGHVTCCT$7mC� Q�' TO . ..... (ASMI D448, 3" W.'� 77 .... . .............. ........ . ... %`,�V 5Q 4 win! SAME VMS "",Lr 4' OWNER. r A -!�(, �UTT �4 w ii IT r M G 410 R I A L A -233- 484 398 Z 2400 S. 31,$T STREET TEMP'L7, TEXAS 76508 JOECf. BOCK P.E, A*$441 JACOBS CWGINEERING 7 F CAVE ROAD, SUITE 300 2705 rX AIATIN, TEY.AS 7V46 S007r & WHITE SITE - 37.r>4 ACRES r- ORNAL SUBMITTAL - JANIJARY 18, 2011 UPDATE SUSIAfTTAL - FEBRUARY 17,2011 utampom FAIT ZONING - PE)rj - ORDINANCE P2010-33001 1100plva D1140" SLIT COK77MILL . .. . . ...... ------ . ....... (once ON; "N WRY F!CS UTHFIE-0 UXIq UNIFIED Cal OF, JAtl. 2000 STAHMARD DETAIL SNY1411 01 f (jw JAtl� STA14DARD DETAIL SVVPV'1-02 wrAnDA110 VETAIL . . ............. ... . ........ . .... . . ....... . ................ . . ........... .......... ...... . .... - ----- ....... . .......... ... .......... . ........ . ..... .......... . .... ........ . ............ .. . ...... ER FAW-01 Owl; DI A 11 F IWSWA) �Or, SITE SURbUTTAL TDSHS KST PACKAM SUROWWON !MPPMEMIENT PLMWPDAlk 2 SAKPLARAPDATPE 1,RURDIVI'SION IMPROVEWNT r-im&POATR 4 �*DV2011 T- v 5 Nl .............. A 117 J iv,d 13 CRI 4 Z, 2> 4n e tp: > x 3` TO 5" P E N X�511:11\11.�-11..I'l -a X3 "I'Vi/A XV <y yK Y �1, �1, 2"X4'� x z Zo XXX :AF03 >6 �m �s I Ah! I f 0 1, 1 il AS THE f.',�,()OTS' ALiCN 7 V. METAL CHAITa2W I,i E L r�"IDS F 'VOIRF FAF RIC], 5 3' 7 Cj 1 C 1 i t, k. `5,4 lfc�Fl_ R, SOCK F� hd I"'T W-1,11 IN rG EE E F" r r I ( F", 1, E: I A �N K 144 G"' 1; TS NTS GRADE TO PRIVEN.7 RUNCIFF 1-"* �_EAVIN,3 SIIT� q ACIJAK C0 KEY VLQ; "If KIE INTENT OF Tbal; IS USE 01 % FER1I,,,4ANEMT ST.AF'.11L ,_>4 33COPE`F' TO, E-,,�'157, 'SRADE SHEET AND RILL EFF, U--N U _-E P� Dif F Q CCRIFIGURAT1019 IF YOU 14AIZE CHANNEL RQ,.:,� ................. 014 SC04 STEEYTIESS A= SQ1 (XNERAL NOTES z_ WASS, THE FLEMBLE LAYS ARE FOR 300 ITIRM USE /if-TETI 1. 1301NE IZE 3 T) S, Cp(."N PLJN1145�1 I sit 15 Wr 7 l�:!,,�,,:I',��'�-!,,�r:�,�.) ,%'T A Fl� EH,; APR 15, 7011 2, AS PFFECAIN BUT 1101- LESS TWAN 5 FEE T, EIR111111VII-j, I.^ CI T AW LCGS 0`44 it (001dFI)ST-MUICH 1,44K 3. IC --, E..'-',, IHE L,0�_S k,UST HA,.,"E 1111T�MATZ CONTACT WTH VE. EXIS11NIG S,011- SURFACE. THE INTE10 1S FINA ALL ILE! 1AIEEI TO PASS THROUGH --i*�--*E WITH BIONE UNtD�!R THE �_O(,, AHAT IS PERMIAELF AND HAS PIE AMITY To 11 110,�NT�3 OF ""'DR CONSTRUCTION SUPPCRT PLAIJT GROW-11. 1'HF_ lk�TFNT '!0 ALL0,v", A THE INTENT IS, FOR 5) IWITLY A,,FUT 0,N1E ANO'THEI-,�. v,.1ITH 140 FLOIV I I j0fb) Si.)NIZ PERMEABILITY THROUGH THE LOGS. 1011LEE 5. IASHH13 -- 041% NECESSARY, VMEEt-.,.S, SHALL E_\�,E CtEANEO TO REMOVE SEiDflNiENI IPFI06i TO �DNTC) RUBLIC ROADVVA"A �vYASHIN(3 F3 F�EQ�,JIRED, 11 DETAILS-FROSION T1 I E >,_,,,,,], L L S > ESTABLSIP110 A HOW OF MINCH GRASSES RY? !!TIC TERM WATER QUALHA BENEFITS. I"HE EffFIRE IAG IS 5401J. BE D014Z 04 .414 AREA STABR.IZEI) WTH STC)IIE WHICH DRidNS IN -TO AN AFP�F,'OVED TH'AP ,,,�HALL u*_ _S � : j, Et:,H'ERc',IG,' ANY STORMA DRAWL DITY, OR VVATER COURS",E AI�`Pf',�C)VED IlIETHODS, NOT NEEC) F0, r3E REtv10V0- THE LOGS ' HALL BE XNCHORED Tf,), TrIC 7,011, PER MANUFACTORERS 30DEGRADAITTE AND DO,- JACOBS PRNC-CT NUNT.�: TOSHS PROJCOTWUMN�R 5. MAONTENANCE -- IFIE ONTR.A.NCE SHALL BE Ii,,,1AIN)T/dNE_D !1�41 A (DONDITION WHICH VALL PREVENT TRACKIHi,3 OR FLDWING ',)F ROA�D,,IVA)'S, �HIS F$W�6852 11161 THE iNTENT IS FOF THiE IJ21 F-111E INSTALLED KAJ -,s "41mfomfm1w4*wft WC)P'K, -FTJM T14E BOTTOM TO, THE TOP i,.*jF THE SLCPE, THE CONTOUR THE MAY QE0J,1H:--.'_ `:��EFIC)DiC TOP DRE.S,',5*Ir,,K', 'IiITH AF.01110MAI STONE AS CON E,,! 11 `)m 11'1�'; I_Jc�,ii :1 D , At'�10'REPA.,",R A1,0/0R CtEMOUT OF ANY MEASURESUSED TOTRAP A SEDIME!"4T, I-', SEDIMENT SPILLED, DROPPED, NNASHEE) OR TRACKED ONTO PUBUC ROACYIV%�A'f NOTS] B�-: �Et',40VED 'JPAEE!IATELY. 'ASTA,LL THE BUNCH GRAS'S. C:ik.' 2 FQQT C�Et�,ITEFS, �,PSI,CIPF' OF THE LrY-3 UPSLOPE OF THE (LIRE A. 9,MLE), I 7. DRAINAGE ENTRANCE i,1,IJ,',3T F`R�,,�DPERL'i` ORQED OR 14CIePORATE A SWI&E TO RAJI�4�_'�,FFFiOIvi '_�:AV1'K1,,3 T,,'.IE SITE C-501 C) q -7 C, F) �LE.I'XIBLE EFROSWC-N iL, i L BEER" F10111-104 F 161 E3 I I T E I T F. A h j C. E E E,' T,,,,' I L MMI DATE YJ TS 41 TS, AFRIL 13, 1011 00 0C J 10 7 6 5 3 % % vA 18 18" 1 N 4' 18" ROCK 3" TO 5" gormorlales _1 vii-Javii SCOTT & WHITE HOSPITAL UULLLUL 5-FATION, TX 71 f__ t r=f FIE, �1 I r_:�i 17-7 r 1=1 I I ��l I :-:11 IE�l I 1=1 I I E I I FE fil 1=1 I I 1=1 I FE1 I H1 I F��il 1EE '�A I 1=1 I 'g3 TEXAS REGISTRATION #F ?705 SEE CAVE ROAD, SUITE 300, Lfl� —M I I. -El I IEW El I I�Ei I �1 I FEI I ��l I ILI - r—,_,, i J -1 T=. I IHI I 1=1 I I- AUSTIN, TEXAS 78746 (OPI-ION (2) INSTALLATION DETAIL 41 end, MOON MAYORAS G 6" OPTIOINS: 18"' (1) TOE -IN 6" MIN. Definition - ERTEC Curb Inlet Guard ARCHITECTS, INC. OPTION textile). During construction, place de*e over the opening of the curb storm inlet near Where soil Is disturbed (See drawings). -OWNER* (2) WEIGHTED WITH 31'-5" OPEN GRADED ROCK A temporary sediment barrier, *U shaped, made 6f high density polyeh ifene (HDPE�wifh an integrated filter (v.,oven geo� OPTION (3) TIRENCHED IN 4" Purpose, '00—TT &WHITE MEMORIAL Storm drain Inlet'proteclion is u�ed to intercept sediment laden kvatzr at the curb gutter opening and prevent the sediment and 484-23"982 associated pollutants from entering ft storm water underground pipe systems. 'nie barrier reduces water velocity which In turn 2400 S. 31ST STREET causes heavier soil particles to be deposited In front. VXle 81,101oving flow through the module, the barrier filters certain smaller sized particles from . suspension and prevents them from flowing through the dsvIce and Into the pipes. FExcessive flows are EMPLE, TEXAS 76508 passed overthe top of the Per. Advantages are that It Is effective, durable, re -usable, ea�siily instal -led and deened� Conditions Where the Pmatico Applies ENGINEER. It is recomm ended for use in �urb openings in front of areas with small drainage areas, Gi6nerally, the-- drainage aren should be 40EL R BOCK, P.E. #98441 1.� DIKES SHALL BE PLACED IN A ROW NTH ENDS TIGHTLY ABUTTlNG THE ADJACENT DIKE, less then 111 aare end the total for inlets in series should be I =e or less with S!opes flatter lhan,5 percent if) file contilbuting -314-31100 �12 dra�n;�ge area. 'ACOBS ENGINEERING THE FA13RIC COVER AND SKIRT SHALL BE A CONTINUOUS WRAPPING OF GEOTEXTILE. THE S KIRT SHALL BE A CONTINUOUS EXTENSION OF THE FABRIC ON THE UPSTREAM Design criterla 705 BEE CAVE ROAD, SUITE 300 2. Geo-texCa Fille-, See drawing for dimensions, Apparent Opening Size (AOS) = 4215 micron integrated particle filter, Flow -XAS 78746 AUSTIN, TE FACE. rate (AST&I 0-4491) = 145 gp�iffe-. Provide a bypass over the top_ Outer Jacket Mateftl� HDPE. Fcr deial:ed contact ERTEC, Module weight = 3,5 lbs� Module height = &W. ARCHITECT: 3. T�IE SKIRT SHALL BE WEIGHTED WITH A CONTINUOUS LAYER OF Y-5" OPEN GRADED ROCK OR TOED -IN 6" WITH MECHANICALLY COMPACTED MATERIAL OTH Module protected "_ 6' T15�O P" -service temporature (Ideg F) _-` -30 to 160. E %MSE, THE BOB A. LUNDEEN, AIA ENTIRE STRUCTURE SHALL BE TRENCHED IN 4 INCHES. l6stall barrier wilh the anchor flop facing upstream to,.vard the street. Place small gravel bags containing clean, pon-sized 817-7364026 praded gravel an each end ofthe flap and butt the bags lightly against the curb to keen , wAter In the gutter from flowing F behindthefilter. Additional bags can be placed on th'e flap as mmssairy; however. badq should be kept off the street for, �JACOBS ENGINEERING F DIKES AND SKIRTS SHALL BE, SECURELY ANCHORED IN PLACE USING 6 INCH WIRE STAPLES ON 2 FOOT CENTERS ON BOTH EDGES OF SKIRT, OR STAKED USING 3/8" safety reasons. The porosity of the gravel bag should allow for df�s!qn flow rate through the bagi The beg should be 1777 MAIN STREET DIAMETER RE -BAR WITH TEE ENDS. durabie enough to last the period oflritendt,-d use, If the storm inlet opening exicepds S.T.16 length, overlap one of rnodull� iFORT WORTH, TEXAS 76102 by G'ov& end of adjoining module fore continuous run until the desired, length Is achieved, Whem overlapping, note the gasket niaterial under the flap is cut�outvlhere the flep of top module sits on flap of bottom module, SCOTT WHITE SITE -37,112 ACRES 5. FILTER MATERIAL SHALL BE LAPPED OVER ENDS TO COVER DIKE TO DIKE JOINTS. JOINTS SHALL BE FASTENED WITH GALVANIZED SHOAT RINGS. Maintenance ZONING PDD -ORDINANCE #2010-3300 6. THE DIKE STRUCTURE SHALL BE 6 GA. 6 X6" WIRE MESH, 18" ON A SIDE. Inspect foltowing fainfail events and at least daily duflng prolonged rainfall, Maintain to provide an adequate sediment holding cppaclty. Trashshall be femoved daily and sediment shall be removed when the LEGAL DESCRIPTION: ,,mdIm,,mt accumuiation rearhes I indi. Removed sediment shall be inc*rPolated in Curb Inlet GuaydT6' LOT I BLOCK 1 7. INSPECTION SHALL BE MADE VEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY BY THE CONTRACTOR. ERTEG Environmental Systems the project at des,^.�nated locations or dfsposed�of outside the project or in SCOTT & WHITE HEALTHCARE SUBDIVISION conformance with requiremerils. Remove the device after final stabilization has 8. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6 INCHES AND DISPOSED OF IN A MANOR WHICH WILL NOT CAUSE ADDITIONAL SILTATION. been achleVed. Toll Pree: $66-5211-0724 SUBMITTAL DATE: JUNE 13,2011 9. AFTER THE DEVELOPMENT SITE IS COMPLETELY STABILIZED, THE DIKES AND ANY REMAINING SILT SHALL BE REMOVED. TO BE USED ON CURS INLETS AND 4-SIDED AREA INLETS. ISSUED FOR RMSION DAM E -TRIAN'GULAR FILTER DIKE DETAIL- NTS D —WIRC OR NYLON BOUND BALES PIACED ON T�W, CONTOUP f-aqlx PIP'ST Snkn TOWARb LMD BAIA STEEL FENCE POSTS PREV 7 MAX 6' SPACING) SILT FENCE GEOTEXT1LE FABRIC 2 RESARS. TP F. L PIC17TS, OR WOVEN WIRE SUPPORT - X50 nmi (�"x2) 53TAKES 7)� 50 mrm /w -1/2 GA. WIRE NET BACKING) 450. rnm TO 600 ram (1 1/2 TO 2') (12 lNT0 THE GROUND to FLOW ANC-HORIAG DETAIL .......... 4DEL R BOCK W, TRENCH (BACKnLLED) NUE, OR NYLON BOUND BAUS Pi .......... ........... 6" PLACTED ON THE CONTOUR :a 0, < f# 4 ft N FABRIC TOE -IN k�X,, ONAL 67 MIN. FLOW > KEY PLAN: —100 mn (4") "WITICAL FACEP TRENCH CROSS-SEC11ON GENERAL NOTES: '-2 STEEL PICKETS, OR 60 MMX50 mra (2"x2") ST.4US 1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR .450 mm 1'0 600 rrim (1 1/2 TO 2') NTO THF STJ 20L I, GPOUNT) ANDtRD SlIn ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A TO WOVEN WIRE, WHICH IS IN TURN ATTACHED TO THE STEEL FENCE POST. VBD I EMBEDDING DETAIL MINIMUM OF ONE FOOT 5. INSPEC71ON SHOULD BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR GENEPAL NOTES: B 2. THE TOE OF THE SILT FENCE SHALL 13E TRENCHED IN WITH A. SPADE, OR, OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. P T14S S61L A NUNW1311 OF 100 mm. (4"). 1. EACH BKLE SJJAU BF E!�TDDED IN MECHANICAL TRENCHER, SO THAT THE DOVMSLOPE FACE OF, THE TRENCH IS FLAT 4 5' SEV 'BY 1011 ( 3/8 ") PEBAR STATCES DRMN 2, BALFS SWU BE UREV�,ANCHQPED IN PLkC- AND PERPENDICULAR TO THE LINE OF FLOW, WHERE FENCE CAN NOT BE TRENCHED IN 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS THROUGH VIE BAJXS, THE FIRST STAIM 111 RACH B=, SILW, BE ANGLED TOVIAPD (E,G, PAVEMENT) WEIGHT FABRIC FLAP WTH WASHED GRAvEL ON THE UPHILL SIDE NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. pRFV70USLy !" WE TO FORU BALRS TOGETHER, 'T 3. INSPECTION SHALL BF WEEKLY OF, ffTER, EACH RMUFAll EVEN AnD Rrr'mR OR TO'PREVENT FLOW UNDER THE FENCE. SHALL BE MOE FROUTLY AS NEEDED BY THT, CONTMACTOR. 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6 INCHES. WEI'T SrLT RW�GHE�'a A DEPTH OF 1��O mm (6"), IT SHALL BE PMIOVED AND DI�POSED 3 THE TREN H MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES NDE TO THE SILT SHALL BE DISPOSED OF IN AN APPROVED SITE IN SUCH A MANNER OF IN AN APPROVED SITF AS TO 140T CREATt A SILTATION PPORLUIA� N ru E H a0w FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND.AND BACKFILLED AS -10 NOT CONTRIBUTE TO ADDITIONAL SILTATION, AFTER Tflr,, DEVELOP�kIZNT SITE IS COMP12 TEL'If ST, B Z D. T r, SAIE ANP, ACCUML1111,4310 SIV SILW, I�F REK40VED Alm DISPOSED OF AT ANT AFFROVED WITH COMPACTED MATERIAL SPOL DISPO-SAL SITE. DRAWING TITLE H A'tyf A L E D I 'K El CONSTRUCTION SILT FENCE DETAIL- DETAILS -EROSION NTS JACOSS PROJECT NUMBER TDSHS PROJECT NUMBER F8W96852 11161 A A DMIVING NUMBER C-502 PRINT DATE JUNE 13,2011 10 9 7 6 At 5 4 3 1 8 wwm mb 9M.-M F (i. 74 A A AO 9 FLOW I �(1) FArRIC TOL--i. \A 8 7 6 5 4 3 .............. IRZw. w SCOTT& WHITE MEMORIAL 10SPITAL SWPPP Binder Insert - Curb Inlet Protection SCOTT SHERWOOD AND Fi Ov,� ERTEC BRINDLEY FOUNDATIM A jT1 Curb Inlet Quarc (2' OPE�,'4 GRADED (�3) 17RE11CHED !N 4" cv,41 Wet owwW*� ROCK I w 3" TO 5" --V rx MAWil5 i SCOTT& WHITE HOSPITAL 11$101 Z, Mmv COLLEGE STATION, TX VMW Penn" is 10.� 'I -me" A x iz-zi I j", z a I " . .... . . ... . . . . . ..... r ALIS TI 4, TEXAS 78746 Y 1?1 STALL A i ION DETAIL MOON VIAYORAIS ARCHITECTS, INC. (11) TOE-R1 6" t,,MN, _D7041__Af05_ERT v curb Intel-Owd (2) INEIGHTED �,Vl TH _5`-5` OPEN' QRADE-D ROCK f Atempo"; ry ma&� of hf,�hdans t�pn, �HHDPF) �Vilh on integmted flitee isktli-e). out!"11 oace apavinoofthe CuTb storr- inletmer0mm soil isdistwbsd o. TREI",1CHED IN 4" 0p er opening and pmvent 6� stdimcit ar�d, I'Tom mlering thi� slqm rnilcr undetgMuDd pipme mv�, The bwler reduces #,,,i mc ty v In wn tv vel � j I muses heav'iar Em�: Wtrles t�, W depositej Iq frvd� W14a 0110t1cl fm, jt.mlm_� tic- madale, lh�- bn"Jer Ilstem cenalp em,,�fle? clzed rortf�,.(vm firom, ��umpanslon 'nod pimnit flmm fmm %�m'Ag through the &,mcasnd into We pipm Lx�xsqlve gow"� am O.WNER: pwse4 over tie W�,, wideMmed, QQ,,,,jF_.PAL HOTES TRIANCLILAR FI �"M/,�', SCOTT & W141TE MEMORIAL conditiont I*, b, re (.t=mvv,?je d f :_�r u"m in �wb ormni: tr 484-M-8962 iom hOuMb kav Ibp r 2400 DS M3MLY (ABUITI,�,,IG Tf-flt", MT 31 ST tTIM I Oil ES SHi%LLL f E PLACED �N A RQvV W'TH El jevm* MAIA Vlm�m, ane 11.4e Iota �or Nit 'riv, �olatmorf 4�w�tfi* a TMIPLE, TEXAS 70603 Design critartl T T" SKIRT �,,31,1AI-1. 0F, A S F.. .1E ".I( V )US ',NRAF1PI,1- ("T, 'GE(,.)T(_-,: T SlIAL I,, F A 'I ON1 Tj .1 E. upsRf. 1 V, >1 ER AND SKIF, 3 i#mt)iifom. App wnt V f alving fix. di M r4, FA 14"-" qp"f PrOvIdy,-, , p tl I rnte Q�STMI 0-1�10 0 by, &��S q ne top'. 40 FQPE� For dvIn-k-1 mma�-Al 5RTECA 4 3q fA�Odule hmIghl a�0*'�� JOEL M BOCK, P,E� #93441 512-3144100 -)CK, T iE 3. THE SKIR-F SHALL BE VVE)GHTL PEN ORA D IED PC OR TOE'D-111 6 '*'1 TPI i ECHAI,�JICALL` C C) f,,4 P A CT E I-? tvxA,.,TEr-JAL�, OTHER161SE, 'i 0 `41 TH A CO. -MT i"03lJS LAYER OF �m prow<ted = 0, VV ft, SwVw temp t -TURE SHALL BE TREt",ICHED I N, 4- VICHIE S e aff chor Rap A;minl the t reat. gravel hag's wnw, ?qg cfeam pea-vat-d ENTIRE STRUC Iqsfall baMonw^,�Il ;,111 . t I M JACOBS ENGINEERING egrad--d gra-vel m em�h endof the fivp �nd.Wtt the begs tighVy ag*1:("-_-l: Vha cu�6 IV kvi�p waterin the 90 270 ME CAVE ROAD, SUITE 300 F behii1d th-, 'Pter, Ad,�16cnal.wgas CSR Lie pIao"dor; ft'- 11sP A�� NUIVeVeG ba27',*rAAd hek.ePt off tht strer�l for F AUSTIN, TEMS 78746 4. DIKES Al",1D SK'IRTS �-,HALL BE SECURELY Ih! PLACE USING 6 1 NCH, 1,41RE STAPLES ON 2 FOOT CrEr"ITERS ON BOTH EDGES ,)F SKIRT, OR S-5TAIKED USIi,-jC,' 3�/ps," T *pvcsIty of tha gme't bag 4�004 rZfeihrQUO, tllt bM,1 T�Mbajshamldbq DIAMETER RICE -BAR, W11FI-I TEE D4. D "S dunab!�l em,,,�vgh lv� 1'tst the pv�oj of irfaMed um,-, If the "Wrro lrl.e cps-11mg exceed."k 6V Iii kng(4, 0,00-tsp One of mol.: i'm by 6, ovar Of edlOW69 modulo for a confinuom mm volil illit-mm�it-d., Iem�-4fh. 1_�,schiwed, Men 0vw1nppfnj,nvA_ cvn' SCOTT & WHITE SITE - 37.64 ACRE$ qaAst mNI�ii zg-i-dar Ift, fiep is vkouk where- VAP of tOP Mnl,�J% S!U-� M-POR of �Qff= MdVl��, 5� F'ILTER NIAIFERfAL ':3HALL BE LAPPED OVER Ef"NDS TO COVER DIKE TO DIKE' .10INTS SHALL HE FASIIENED GAL.)4ANIZED SHOAT PINC.-,,S. - JANUARY 18, 2011 FORMAL $UBMITTAL UPDATE SUBMI17AL - FEBRUARY 17, 2011 G THE DIKE STRUCTURE HI-E I,,, GA, 6"XV 'N'RE 10C SH, 183" C-44 A SIDE, ProtolgrW4*fL 'Mai camtc"ty, Trw,4,64: t,�� re-mvved d6lY Ind W3411P111 AMA be 1he ZONING PDD - ORDINANCE #20104300 ediw4mitw, im �0ml rew�,fiqs I inahA Rtmovepl v,,,diment vhA bn- Pumtpoml.ed im 7� 'SxHAIL Of' i1ADE '�IVEGKV( OR AFTER, EA"'If-i E"AVENT AND fRE_1F`A1,Q, OF REPLACEt,,A T SHALL BE lvv`.D�_ r_1R0tv`IpTI2f' RY' THE ERTEC T "EA Ul: A C G U l,,,4 I,. 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Cf-'.,N1E.'RAL NMF_"�, ........... StIA1.1- PE 5(-UR-J WI �1 t "HLA1HING t 010! 0PErm4G AND iA- E [MAW."If'-P OF GUAGE, 4 ,-ELY 'A13'T.:N ",;.jpP()Rr �Isj VALL 3X 114,�..',TALLED JI')N A S`� SIL7 F ENC�'. IMIL0 PE S"E"U'R E �, r-. 1:3 TT",', r."" 6*1 -1, OR ThF. ROCK SMALL B�' -LEW "F,', AFIEF: EACH T 'I"T AN ,AX? C STICA'I'lliNG 15HAL�, f,�(J-'EPLACF WHEII C 'R_AVAF;D '1HE A.Nj1CjP. TEC� �q� C�, P()Sf* I vovc�j ao_ v,,I�,,�C,,R is a�.i -rwm."k, wr, I' -T StEEL sl",D UN El,,j.8E0DECj A �O ��U,Icc 5 1 3 N " "1":014 A�,, lf�11EQEO, DUE P), SILT A CUM-U4LATION Af,1,1CWG IH�- POCKS, V,,'.ASK101JT, 001,67PQPTIV-1 Tr-WHo C)Ah*i�E, ETr_ �OIK,,'VVM OF' Ct-,4E F0,0T THE STRUCTVRE CEASES 'TO w 5- INVSPE�,`TKN z',dQ!Y_V UIE IIJADE '�`R AFTER E*CH P;WIFAI.'�., F"M T, r,'� REPAIR S, 2 T H L T 0, C ID r 71 M SILT RENCE SVA'_�_ BE IREMCF-C-1) 11,1 Im-rh A SPW)E CHI OR REPLACEt,,jE.,N'f* S.'HALt. PR0MP'TL`*' AS NEEDED, 4, `�',k4EM SILT A DEFTH EQUAL Tlk-� QNF.-TIHRo 111�_ H0�MT OF E S-Ro OF ONE FIGOT, vMICHEVER, LESS 7HE' 531L-s SHALL BE �`DMVED AND C�ISPQTKD . ........... HAT P�� 0-(MVNSL,0PE 0 OF THE TR01CH IS FI-AT F 1?�j AM APPIRGIVED 1�tTF At4D iN A 4-1AfvQER AS 70 NOT CFEAIE A f�,Roeum� MECHANI,"Al TFEKCIiEp� So, EL R. SOCK n. rD WHE.v 7 E SITE lS COMPLETELY STA.2MLVZE SO AS AND PERPENOXWLAR TO THE LINE QF FLC�'W, 16HERE FENCE Q,-'04 NOT GE TREE-N?_'P..;�, �m 6� SILT M,,'�Cg_ SHALL BE REI 6"�� H ........ F 3FERVICE ROICK BERMS; SILT SMALL BE REMOVED 'WHEN. Accu LA 1 QF (E,G. PAVEI,,iE.%)�`) 'W8G>IIT FABRIC FLAP WITH Ih�ASKED GRAVEL 0N THE UPHILL Sj�r_.E 11,40T TO BLOCK' OR IMPEOZ STORV TLCVk' OR DRAINAGE, 5,, bAiLY MSPEr,71%,) ',.HAIj. BF IM.ADE 0�4 SE WE w,� rON FVAC-'��S 5 9',IGHES� V,441 ,0 PREVENT F-MA, UNOCM '10ULATED SILT SHALL R -ES A CEPTH OF 1PES, `4EN THE SILT U 'OMPLETELY ST�� ZED, IF 'T SHALL BE REMOVED AND DISK - -BILI 'E B E R k.4 AND ACaWU'_ATED Z�:� 7. ACCIJ 8 RE11,40',o1l) 'WHEN IT REAG INC Y,6 C jSE0 OF A AN ARPQf,,w_D NIMMER -1 A MAN'iNIER 101VAL f�` 3, THE TRENCH Must BE lk 41PI-flk um OF el fhg,� F,2`3 DEEP AND 6 jl`,jCHF 7- ME SiLT SMALL F-BE DISPOSEE) F t A i, I AFF P R, � V E D 9,j T E I N' 7, V 13 S 'ffiCF T�7,1 At,I�QVV F(.,P, THE SIL7 FENCE FA9R,�'C TO BE LAID Il',,1 THE 03RIOUND AND 8ACKFV'-`.n ASS TO NOT Cc-4,!TRIF3UTF. 10 ADD.PIONAL SV�ATION, A,101H GOMPACIED MAV-'RIAl. KEY PLAN, T FEN(-,,'E DUTAI[- 7� X I X�1111 AIN, . .... ......... ....... . ...... . ..... ........... ... . ........... .......... ............. ..... . .......... .......... ..... - ------ - ------------ t -A Nyt;w, POU11t) ut� 'Tm� oxm 14 _qv SHE MV4G e PRUMMA' VNIV P&M, L p- ,.i L '7� - I I -, I'll I . , �k '% f '� 10, - , . 5 ?,1'72'_ V v or-,, _5 :1�x�z .MTO THE VlRd�UVR -G DF T A 1, 4 T:a LV� z � �-� 45i) min 1*0 60,mm 1/;� EMBEDDIN xj> ANCHDRING. TIFTAIL, CENERAIL NOTES, 41 upm rqr,4 i rn.r�. "K. WAU11 t4vcmi'm 6F W...) Irmn 1102 Oil MUIR POUND b�.J.'Rs 11 1 - 511)��,�..11110RMY ANtA10T'.ED IN MWO BY 1,1M 3AB H.E.I.M17 STA1111RIS LRG$114 21 ISILAILI M, 2 p., V, vucst� OR THE 01,11VNR THIMLRM THIC' VUU�ti� 01.6!�T STAKE 1N EACH .1BAL21 1-1101U., U MNGMID 711101KARI) CONSTRUCTION L) V XU1 ' ToMT 11.l1.1rXRA1,SU? UP To FOW-11 rS M IMIR Ix: !TAIL -EROSION E tMpLi1.rF.kfrNT _Mlpdwl, PI.11 MAIA P.RQ0P1A,Y .41 �IY THE C, H 4, VMiN Mt A DEPTH OF 160 wm 'W" �3RALTI �X _5 _p Pell) D111POSET, 0? Apl;p�� D SITE AS; FPr1FT.F'h T 13 JACOBS PROJECT NUMBER TUSH19 PROJECT NUMMA, 5 ?`,r� TPR TRY p M.Mlt', MR147 SrX 15 COWFUTF11 TAgr F TT AND FOW96852 11161 W��.WULA7,&V �-�:U.- Elf, VFMOMM ANID WSPOSEC. OF AT AN APFROVEV ---------------------- ----------- A W DRAWING NVIASER VERTY, A E-BARO, 7EM OR MGMELL GMML7030 ,60 mulX50 malt 4,50 ram rQ tou M-a" 1 -TO A WIV TRE GR0,11K) K 1 L APR, U-502 FZ 0 1,," Fc,,F R M DE 15; 2011 [-4, �A\ BALE D 1: PWNT DATE I F I I L LE 000 Ott W APM 13, 2011 . . ........ � -1 VA . .... . ....... .01 01k 7 r wmmm. M "I, .17" ToM_ M , :11- � 10 9 8 5 4 3 j 10 9 8 7 6 5 4 3 2 . "ImmN . .. ........... MANHOLE BASE SHAI. 1. qfl--- PLACED ON FIRM SU3GRADE, I A �AAY nF 4 A HIN OF 9 THROAT RINGS 4 MANHOLE LOCATION AND COMIPACTION AS FOLLOWS - NOTE; N 0 T E,S: ADDITION OF CEMEENT STABILIZED SAND OR GRAVEL SHALL BE USED AT EACH MANHOLE IN INE'�'�' LOCATION CO1V1F1AC-,1OzN REQUIREMI�NT TABILIZE FOUN r MAY Or' REQUIRED TO S IDATI10N, OR EXISTING RIG11,41-OF-WAY, PAVEMENT ------------------ - ASTM D 698 2, USE ADE-KA SEALANT OR APPROVED EQUAL r_, 98 X STANDARD PROCTOR -A PROCTOR LANDSCAPE ARE —90 X STANDARD - ASTM D 698' BETWEEN RING/COVEP, ADJUSTNIE111T RINGS AND CHIMNEY OR CORBEL/CONE SECTION, IviANHOLE 01A.1 MAIN SIZE 4 FT <1 8 i n, 755 F T >'Q i.q In, _ju <30� 6 FT ................... .36in. 5, 11v N1N,,,.,S ARE REQUIRED OUTSIDE OF STREET IR�'IGH;T-OF-WAY 3.MANHOLE BASE THICKNESS AND FOUNDATION. AS FOLLOWS: 6,� IN FL.00DPLAINS OR AREAS OF CONCENTRATED MANHOLE DEPTH (FT�) . BASE THICKNESS FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE SEE NOTE 7. FLOOD El EVATION OR A IBOLT DOWN THE BAS' 0 12 T I G 1D COVER SHALL BE USED, WAT E R HT RING Al' 12" A I " A� 'EQUIRED, 12 ANO OVER VEN"TED �,'�IHERE 7, WARNING SIGN ONILY TO BE PLACED WHERE j x S`,',1ER SEWER CROSSES OPEN F��Lb SIGN- "N MANHOLE SIG S E_ DETAIL S3_05) ",I MIN!, STD. DUCTILE 1ROt-,4 k4ANHOLE COVER — AND FRAME (30" DIA. OPENING) OR EQUAL K- m "m t'VilAX; SEE NOTE 1 12 MAX� SEE NOTE SE C, TIOVY- A -A /�j 0 A PRECAST REINFORCEf_)----------- Y� CLASS "A" CONC, CONC. MANHOLE SECT. 28 DAYS 3000 PSI 11N ASTM DIES, C-478 U, VARIES 8' GREEN, HEAVY DUTY, VARIES (SEE BACK FILL AROUND MFI SHALL Vill,4`3 C-11ANNEL POST '�--STANDARD CLEANOUT VA,r>\IES BE AS PER NOTE 4� S jABLE) VARIES STANDARD CR08S P L U G \—RUBBER-GASKET JOINTS 5" i"TI 7tC:7,1 (SEE TABLE) K� 5 IVI N. X" W1 MORTAR 'SEALANT INSIDE AT ALI- JOINTS 24" MIN, VARIES j 4-INVERT 3/4 DIAMETER OF PIPE �EMENT STAF31LIZED SAND AS SHOWN, PLUG 6" MIN, UP TO 2411, 2/4-11 P,4�0 LARGER Olf STANDARD CROSS 2t- SHALL BE FULL DEPTH INVERTS, 0 lk r L VARIES BASE VARCS A WATCRSTOP- - PIPECONX_J 114 r�RS BENT-1a 90o AND E MANHOLE ADAPTER SEAL, 4. BARS, 8 0. CC. E W, BA VARIES 90, BEND - 901, BEIND OR APPROVED EQUAL� 'WATERSTOP --PIPE CON X DEPTHS GREATER "HAN 12' NOTE� TIED TO WALL MID BASE F (2 REQ'D) MANHOLE ADAPTER SEAL—J ve �'i 6" MIN, WiLL REQUIRE 2 IMIATS Or OR APPROVED EQUAL� -4 BARS, 8" 1,_1C,E,w. SEE BASE REINFORCIt-41G STEEL IN THE (2 R E O'D) NOTE- D-:'PTHS GREATER THAN 12' NOTE OUJIIDATJOIN�L4 REINF)RCNG SlIZEL IN THE BASE, WATERS'l OP-PIPECONX -4 13ARS, F DE MANHOLE ADAPTER SEAL, CASTINPLACTAIAIMHOLE 3" Q,C�E.W, PtH'a-i Pj?E_CA57 JIMN110M, GREATER THAN 12 FEET WILL REQUIRE OR APPROVED EQUAL. i . . 2 MATS OF RCINFORCING STEEL IN THE (2, RFQ'D) BASE ST,i�D,ARD DROP MANIA STAINDARD--MANHOLE. NOTE, CAP CLEAN -OUT AT BLIND FLANGE ON E RESTRAINED JOIN T FOR FORCE MIAINS, 1-02, TPVC CROSS IN 0 T FE 5, I DRILLED THROUGH WALL (IF CAST -1-N-PLACE MH ./--PVC PLUG WITH HALf- MOON PIPE O�D. 1, 1' DIA. "STARTER" HOLES SIHALL BE CUT OUT OF I TO FORM A P L U IS 4 REMOVE INVERT AS REQUIRED EXISTING NIANHOLE SPACED 3" APART CENTER TO CENTER. AND NEW INVERT FOR NEIN A,FTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROV17,D IJAMI, IIALF THE PIPE DIA, INSPECTOR�, -THE. CONTRACTOR S11ALL. BEGIN RP,10',iING SEE DETAIL (STD) rop, J.. S IiCTION OF MH PERIPHERAL 1ANE, NEW lNVERT SHALL BY A CITY CONSTRL I THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. !-4AVE SM100TH TRANSITION STARTER" HOLES CONCRETE SHALL BE REtviOVED WITH PNEUMATIC HAND TOOLS. tN,; 0 EXITING INVERT. REWORK (§EE NOTE 1.) EXISTING INVERT AS REQUIRED, PpE ONE SlZr- 2. T HE NUMBER OF REBAR DOWELS SHALL. VARY WITH SIZE OF GROUT,' S[4NA- NOT BE SPAC'EfD N SNIALLE'R TH/V,4, OPENING, RFRAR MORE THAN 12" CC� PIPE INLET 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANI-E WITH NON SHRINK MANUFACTURERS REQUIREMIENTS. 1-3/4" STAINLESS rT,�,QPENING CREATION DETAIL S PLAN OR PRO' _1L__ STEEL BANDS A GROUT EE- E FTP PIPj _SIZE", T YPE AND INV ELEV (Typ) 4. CONICRETE SHAL.I..: BE 3,000 P,SA. D SY1\15KO-FLEX PREFORMED .5/8" STAINI ESS STEEL—,,", 45' ELBOW CONCRETE BOLTS W1 EXPANSION v-0--T. ----,..—PLASTIC ADHiESIVE DIANIH�TER If (TURN' W/FLOW OCK Aj,,ICHORS WATEPSTOP, OR APPROWED --VARIES— ROUT IN PLACE) 0) J, LJ 'SEE NOTE 3,) & Gr 3 REBAR (14" �r) EQUAL. (T YP) EMBEDDE 2" CLR. —_r_NOI`,,t-SHRiNK N Cl. YP') EPDXYED INTO b1ANHOLE GROUT WATERSTOP PIPECONX I T NEW INVER WALL 3", (SEE NOTE 2� AL, 0, SET ELEVATION EQUAL TO PIPE O,D, PIPE, 0, MANHOLE ADAPTER S 9 APPROVED A- b ml- E� PLUS 18' 'FOP OF LARGEST PIPE IN PLUS '18" E)UAL. (2 REQV OR PwV-LE FOR PIPE SE p! 17 ME 41D �N ELEV _y_ F W 1 �CCINNEc,nON M:TAII S E CTJ 0 N V I' MANHOLE ADAPTER SEAIL,- TERSTOP Al A -PIPECO'N X ................ F i) VED !JAL, --CTION DETAIL OR APPRO "OAANHOLE C.O.N2P_ eu CHAI B NNEL FORMED IN CON ASE (2 F� E Q'D) I N CONNECTION DETAIL SECTiON VIEW I N S" 1""'E", D' R 0 P IMA N H 0 L E STANDMW NIANHO' LE"" SI-01 Fsi-o3 38" DIA 3_13/1 11 -- 3/4" rn] X-1-120m rnj 7 V 125mm] DJA [781mm-IDIA, '11-1 T I,__33-1/4" DIA V E [20mnnj // ' �`P�(3mNE7GD-."1'/,,E 2" 151rmrn� LE�TERING� HANDLING HOLE 1845mm] 250" 8011 11) OF GROOVE ,mml DIA -)m] rl 7/8" 1^762 1— LETTERING STYL�: c 16n 15mr 3011 DIA. 3 rnr -13 4" HAI .LING HOLE 2" C51rnm3 LETTERING _32-3/16" DIA— L1/2�' I / '02mm] 1818mril] [73m;rn", BOOKMAN OLD ST YNLI_� rl3mml r LFTTERING STYLE: 1- 9/16", Ma ................. 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BOCK, P.E. #98441 612-314-3100 JACOBS ENGINEERING 2705 SEE CAVE ROAD, SUITE 300 AUSTIN, TEMS 78746 ARCHITECT: BOB A. LUNDEEN, AIA 817-735-7026 JACOB$ ENGINEERING 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT &WHITE SITE -37.12 ACRES ZONI NG -POD -ORDINANCE #2010-3300 LEGAL DESCRIPTION: LOT I BLOCK I SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE- JUNE 13,2011 ISSUED FOR REVISION DATE - ----------- - - - ---------- izN JOEL R 13OCK K41 KEY PLAN, I )RAWING TITLE CONSTRUCTION DETAILS - WATER & WASTEWATER JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER F8W96852 11161 DRAWING NUMBER u-503 PRINT DATE JUNE 13,2011 10 9 8 6. 3 2 1 A in V I M I I "r C� I= �r r""" rf.-Is & n ............ 71 1 A S11, m'-J." 6,11 1 pm!i" - - � I . 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W;-/ � N�X Im, I ILJM. � , Vk�, NO, Of"It I � ,,% I mm, MkX tMTA K?, I 1 chym, Gouutv%max "Ics VNIT-IED 1��, C'mc,l C,,�,;,u ZaE ST"�,no. m Quru co=s'&n�nvv � . .1 city CY Dnwm � C,ny of L-k-ITIVIZ , klrf OF B:`,fAZ-,' i 0,110$ 0 "Irf no a">�ew, ?-_,�,'�- m JAN.2009 1 $2-00 1 ��.,;��&� -, A I JAN., 2009 STANDARD DSrAIL S2-02 . JAN.2009 ,' STANDARD DETAIL S2-03 I , _, __,,,� - ,� e ;m,[ _ ____% � I ,_ - ,,, - I I— I - �6nw_vArsw,�>.n i I I _ __ — � — i .m ....... m ...... --,-,- �_ 1 DETAILS -WASTEWATER I I I I I I I I I I .1 I I I JACOB S PROJECT VWO 2 E R TIDSMS PROJECT NUMBER. m . I AI FOW,96852 ii 161 .!$*§!!Msmetmosme�!0""*"""!*Iso."04"i —m-1.1-101001-01 . m A . I)PAWING MWASER � I Kf n1firlL COM RVCTORS' I , I I I I APR 1, 5 2011 C-503 I I I . - WMAN BOINECAS - , I -I ��, I I I ..j '.., 01 I I I I I ... 1___�_ I ..... I I I I I I L�� - � I PRINTDATF ,. . I � I .- Mww""ws - _ __ I I I ""w I I I I I I I I � I m I 11 I I � I I I I I I � � I . I , APRIL 13, 2011 I- � *w" m" ... #"""w"mosw�" � � � I � I I -1-11 ....... --m— $6 � ! 1ji!111 !!! i j!!!jjrjjjjjj9Ajjj rj�j , ....., ....... 11110 __ ........... � ............ I M-1 . .... I 11111 lim, 11111 11IM111111 tl%"— --,--"!"I!V"Vmf"",—",—,"-""—""--,— —mm"""Tom""w"moo r ........ ""*!~NaaNM F_ ...... m-, I - — �� — � . � . �' — m p p 9UM" s F r;wlm m � , 1 , *1 ,�, , . , , . , � � I m I 1� f " N A S � I § , P.�, 0 1 1 It' 4,91. , I I � * 4 ""' i " - m " . 11 l', r-�, ,, rmm I ,,,� p I I "., �.�: V �1 m I I � % I . 0 5 4 .. m, 11.� r0le, 111 I /' I � �m. __,!� � I?kl 11 n - ` , � I I __1 I mr - q """`mq"7" , � I 10 9 8 _ , '7 . �1% A I , I I I I - I ,�� m, m _1 .. k� , .1 I I . r 10 9 8 7 6 5 .2 ---- -- ---- - GENERAL NOrIM Si. 41' PVC EXTENSION--� W/PVC CAP METER BOX 0R_STANDARI)-\, 1, WHERE DOUBLE W.YE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK Of- C R 8, (SEE NOTE 3) CLEAN -OUT BOOT ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED ON, SLAB ELEV. MUST BE SET TO ALLO�1�1 SANITARY SEWER SERVfCE. BY I CONST I RU I CTION-SHALL BE ADEQUATELY BLOCK SODDED OR HYDROf,.?1ULCHED 2.1MARK EACH SERVICE END WITH MEI-/,-,,L "T" POST PAINTED GREEN. SCOTT & WHITE MEMORIAL PVC WYE WITH k ....... AND WATERED UNTIL GROW-H IS w HOSPITAL ESTABUSDHED. IN DEVELOPED AREAS WHERE 3,AiL SERVICE CONNECTIONS WITHIN THE R-O-W SHALL BE ASTM, D3034. SDR26 WITH GASKETS, PVC CAP G;RASS 13 PRLSENT, BLOCK S OD WILL BE I REQUIRED, BARED AREAS SHALL BE '3) SCOTT, SHERWOODAND SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 4l ALL & EXTENSIONS APE TOBE INSTALLED 'NITH THE MAIN LINE CONSTRUCTION, (SEE NOTE 5. A CLEAN OUT IS REQUIRED AND W11 I BE INSTALLED BY THE PLUMBER AT THE RO�N' FOR EACH SERVICE. c- _j H L " BRINDLEY FOUNDATIONS APPROVED EROSION. CONTROL MEASURES MUST BE. INSTALLED DURING THI7 6. LOT CORNERS Sf--IALL BE MARKED WITH A LATH UNDER THE. SUPERVISION OF A RPLS UPON COf,.4PLETION OF CONSTRUCTION, ENTIRE TIME T14AT EARTH HAS BEEN BARED BY CON.STRUCTION AND SHALL STAY INI PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONS TRUC"IFION IS COMPLETE AND THEN. REMOVED BY CONTRACTOR, 0 ALL EROSION CONTROL MEASURIES SHOULD BE CLEANED OF SILT AFTER X\ 3%4VTT &WHITE 110"SPITAL 6" CLEAN OUT STACK— Pvc EVERY RAIN, "ILLEGE STATI"N. TX \I -FOR EA' RTH, SEE BEDDING C VO AND TRENCH DETAIL ESTABLIS1 ME' T OF VEGETATION MAY BE A WARRANTY IT EM. .1 N (TYPI"'AL) lz--CONCl CURB & GUI'T:-1R7 SEE NOTE 5-\ r-SIDEV1ALK "AWZ x': STRUCTURAL BACKFILL AREA INCLUDES 0 :� 0 SID_WALI/\ (SIDE\4,�ALKS, STREETS, ALLEYS, ALL PAVED ARE 7 TEXAS REGISTRATION #F-2966 _:;�_ - l � _777-K777K-_-�� 'EAS) AND SHALL T'v, DRIVEWAYS,ANID PARKING AR \111\177-- A, 2705 SEE CAVE ROAD, SUITE 300 CUSHIM4 REQUIRED EXTEND 5' BEYOND THE CURB LINE-. STRUCTURAL _5' MAX, CEMENT STABILIZ[_'D FOR ROCK, CONCRETE BACKrILL SHALL BE CEMENT STABILIZED (OPTIO-il (SEE NOT E 1.) AUSTIN, TEXAS 78746 5 MAX� OR AS DESIGNED-4 SMID AS SI-K)WN� , /C NO, 2 IN S2-02) OR EXCAVATED SOIL COMPACTED g, (SEE N 0 T 1,) NOT LESS TFIAN 3" T 0, 98,4 MAXINIUM DRY DENSITY AS PER ASTM D698 '5- WATER Ll�-IE OON 'IA�YORArS� WITHIN OPTIMUM '10 +4/ %�,IET OP OPTIMUM (M 1 4' BL!RY) j PVC (SEE NOTE 3) G Y Rr (OPTION- NO. I IN S2-02) HtTaCTS �7 �A xr PAVEMENT AREAS OWNER- SCOTT WHITE MEMORIAL 2 �,O -ES A9. D Ik LE 484-238-8982 2* P� 2400 S.31ST STREET (SEE NOTE 30 45' BEND TEMPLE, TEXAS 76608 A `�_-\-TEE WYESERVICE FITTING r, 'T STD, 450 PVC BEND-/ sic ENGINEER. T ID) JOEL R. BOCK, P�E. #98441 Z AS z N1 03034 SDR26 PIPE-��, �SEWER WYE AND 1/9 BEN STANDARD CLEAIN ZSTD P11" 512-314-3100 Al COUPLINIG W/GASIKETS Cc-1.0/ IvIflN. �—SEWER LIN'E JAC013S ENGINEERING T T (PIPE IS NOT TO BE ,OUT FOR MAIN jANE HORIZONTALLY) 2706 SEE CAVE ROAD, SUITE 300 STRUCTURAL BACIUILL AREA AUSTIN, TEXAS 78746 FILE SEANTE IR SERVICE LINE CROSSING PWO ARCHITECT� S201 82 03 IS3.00 BOBA.LUN"'DEEN,AIA ........... .... ... . . .......... . — - — — — -- -------------------- 817-735-7026 JACOBS ENGINEERING F (:A�) SELECT NATIVE MATERIA.111- ORIGINAIL GROUND IN - 777 MAIN STREET F MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF FUTURE STREET AREA FORT WORTH, TEXAS 76102 ROCKS, LUIMIPS, CLODS, OR DEBRIS LAIRGER. THAN TWO (21, V 7r--) SCOTT WHITE SITE - 37.12 ACRES �INCHES 111`1 THE LARGEST DIMENSION), COMPACTED TO A SELECT MATERIAL MINIMU11.111 or 90/ Or MAXIMUM DENSITY AS DETERMIRED B Y NTENT WITHIN ASTM D6983 (STANDARD) AT A MOISTURE COI ZONING -POD - ORDINANCE #2010-3300 2'-0" MIN. 2'- 0 �A 1 N. CA) SELECT MATERIAL MACHINE BORING DER NON-STRUCTURAL OPTINIUM TO +4'/ OF OPTIMUM UNE 4.1. CEMENT STABILIZED 4 (TUNNELI,=� -EMENTS) AND TO A ill, MIN, SAND AREAS Oe-YAPIDS, PASTURES, E AS LEGAL DESCRIPTION, OPEN CUT j OPEN CUT MIN -I @ ovILANUALLY 't 12 LOT I BLOCK I IAUNi Or 98Y Or MAXII'v1UN4 DENSITY AS DETERMINED LIMIT LWIT BY ASIPA D698 (STANDARD) AT A MOISTURE CONTENT W'THN CONSOLIDAFE (B) 0,44NUAl LY t, I I SCOTT WHITE HEALTHCARE SUBDIVISION WIDTH Or PAVEMENIT CONSOLIDATE OPTIMUNI, TO �4/ OF OPTIMUh4 U14DLR NEW -STREET AND '�l A, OPT .00" AT OPTIMUM SUBMITTAL DATE: 61, BELOW PAVEMENT AREAS, T UR. E) MOISTURE' 8 JUNE 13,2011 @ GRANUILAR MA PIPE BELL TERIAL O�Dl A, P 53LEOL't MATERIAL '-HALL BE BANK RUN RIVER SAND WHICH IS FREE UNDIST URBED SOIL 0 11,31-01, MIN, SIDEWALK MAY BE ISSUED FOR REVISION DATE UNDISTURBED SOIL OP E 6 -rAI )F CLAY, DEBRIC3, 0-1 "j-41—P EN CUT OR BORED OF DETRINiEN - OUANTITIES C R ORGANIC \0 MATERIAL AND WHICH, WHEN TESTED BY STANDARD 61— AS DIRECTED BY 01. D LABORATORY METHODS, MEET THE REQUIREMENTS: PLACE METAL DETECTOR THE EN'GINEER MAXIMUM UQUID LIV MIIN,/12" NiAX� STEEL "ASING-Z IIT 4 55 'TAPE AT A MINIMUM OF 24" \z6" MIN,/112" 'MAX. AS REQ'UIRED CARRIER PIPE-i MAXIMUM PLASTICITY QqDEX 15 ABOVE TOP OF PIPE MAXIMUM PERCENT PASSfNG> NO, 200 SIEVE— 35 INOTE� MINIfv,fUIv'l PERCENT PASSING 3/4" SIEVE TIC OPTIOATATO. I 1� FOR MORE INFORMA; ;N ON WATER AND SEINER LINE CROSSINK3 THE IVATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL OPHONNO. 2 SEE CITY' SITAtNIDARD SPECIFICATION FOR. WATER AND NOT ADHERE TO FORM A BALL WHEN PRESSED IN TIHE HAND. SEWER LINE CONS TRUCTION. 2, STEEL CASING SHALL BE AS SPECIFIED IN THE TECI-11.1111CAL PE IFICATIONS. M. 'Y BORING PRE - CEMENT STABILIZED SAND 3. D R F ERRED, A�ET DORINO At -LOWED ONLY WHEN NOTES. APPROVED BY THE CITY ENGINEER. 1, FOR BEDDAIG AND TRENCI-ANG 1,VfT1-7h1 ALL PAVED AREAS, SET DETAILS F01r11 OOE�V CUT STREETS, 2.-ALL. BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCoRbANCE TO ANSf/AWWA STANDARDS FOR PVC PIPE. u _1 ALL BEEDDING P_ INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA C150/A211.50. 4. COMPACTION SHALL BE ATTAINED BY MECHANKCAL TANIP11`4G� BED'""ING AND TRENCH TATICM--j URBANT C1 5, ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF EACH WORKING DAY, IF OR DI PIPE &P VCJ"DLJTLPE 6,S3EfE "OPEN CUT DETAILS` ST4-00, q,T4-01, & ST,I-02, STRE ET CROSSING'. 7. COORDiNATE WITH, ENGINEER FOP, TRACER TAPE AND CORROSION PROTECTION FOR ALL WET UTILITIES. 02-'2 S3_02: o GPN��RAL NOTES� 13 T S ANDARD FIRE HYDRANT� NOT�: (D FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS FXCI�EDING 5", SHALL PE� PLACED P`f' F."AND, GATE VALVE 1� VALVE EXTENSIOtN �'O SE USED AND CONIPACTED AROU'IND THE CASr IRON' PIPE �O A INIVALVE BOX 24" X 24" X 611 ONLY WHEN TOP OF GATE VALVE DEPTH OF 12" OVER THIE TOP OF THE PIPE BEFORE CONCRETE 15 DEEPER THAN 6 FEET BACKFILL IS BEGUN BY ANY MECHAPJICAL EQUF1,'iENIT. we, STRENGTH=- 2000 ps� FROM (21 ALL CONCRETE BL . OCKI�-IIG SHALL BE 28 DAY [;ISTREQUIRED FINISHED GRADE, 1111TIH +4 SAR AROUND STRENGTH - 20100.psi. 21 ALL VM.VE OPERATING NUT ALL VALVE BOX, EXTENSION$ ARE TO BE MADE M ALL THRUST Bi OCKIINIG SHALL PROVIDE A M�NiMIUM Or� STEEL, SIZED AS W6TED, 2 SQUARE FEET OF BEARING ARPA OF CONCPETE ON AS OF AND PAII,,JTCD WITH TWO (2) UNDISTURBED SOIL, OR AS Dlr-ff"EDBY THE ENGINEER. REOUIRED COATS OF I-AETAL PNNT� (4) WATFP MANS WILL NOT eE FULLY PRESSUrIZED UNTIL tEF. OR TAPPING R E N1 G I I �1, CONCRETE HAS REACHED 7 DAY ST SLEEI(E & VALVE COPPERHEAD SNAKEPIT' TEST 'EPIT TESr COPPERHEAD SNAE EXTEN151ONS SHALL BE A MINIIMUM (5) ALL PIPE VqLL BE LkD SO AS THE ENTRE BARREL WILL AS R.QUIRED F—STA710N (LIGHT DUTY) OR STATION (LIGHT DUTY) OR OF ONE (1) FOOT LONG, APPROVED EQUAL )k HAVE FULL BEt-RfNG OKI THE FIINE GRADED TRENCH BOTTOM APPROVFD EQUAL BELL HOLES SHALL BE CUT FOR EACJ-I 8ELL. AND ...... c 4, VALVE BOX LIDS LCTATE6 ON 9RE. ANCHOR 90 BEND. — HYDRANT. VALVES To ISOLATE FIRE 2" SOUAP -11GIA L L.V C 'AL J01t,4TS UNI Ess TER LINE GATE VA% E SUPPRESSION LINES FROM PUBLIC E x 2" 1 (8) ALL FITTINGS - SHALL BE MECHANIC z IN A DIRECTED� WATER LINES SHALL BE AV.Pro 0 1 HER"NISE WAALVE E301Y QPERAT�NG f4UT VIE WA A USA, LL562 LOCKABLE LID. (7) HYDRANTS SHAIA, 3,3E LOCAIED NO CLOSER THAN 3, �7r_,Fl, !,,iEASURED FROM THE BACK, OF CURB _E' S1 JOEL R. BOCK R TO THE FAC OF THE FIR VAN STEAMER ON THE fIRE HYDRANT, COAT LID WITH .!�� ............... ...... r' PAINT 9M41 0 8LUE ENAM-L rOP'E-HEAD SNAKEPIT _r11RE111DR,4aVTL0G47Y0A7' TEST STATION —24" X 24," X 6" A . N J?L4L1GAA 5 ATEDED 21 GROUND OUGHT DUTY).OR ...* ipw 28-DAY CONCPETE 0:� NAL 'e� LEVEL iTPROVED EQUAL STRENGTH - 2000 psi COPPERHEAD SNAREPIT TEST WTH 14 BAR APOUND METER ............ VALVE BOX PER SPECS WITH FOX 9 0 STATION (LIGHT DUTY) OR ALL VALVE Box, BOXISTDI) EXTENSION AS NEEDED =P. 'PROVED E AP OUAL 24*1 ST.APIDARD MAX, y METAL D'ETECTOR tAPE METAL DETEctoR TAPE VALVE OPERATING NUT VALVE BOX PER SPECS�— FIRE'HYDRANT Fi— EXTENSION IM, TIA -A 5" DIA x 1/8" NAIIN 4 2" SQUAPE AWWA\ 48" LOW VOLTAGE DIRECT 9011& A THICKNESS STEEL NUT EXYENSION WITH MIN, ELECTRICAL WIRE CONNECTOR TRACING WIRE PLATEv�,/ 90'CVT-OUT FINISHED GRADE--� CENTERING COLLAR, /1- 1,11co SOLID COPPER TERMINATE 4' TO 51 FROM TOP OF BOX T YPICAL UTILITY PIPE B �'\-BURY LINE B 2" SQUARZE AVIWA NUT TYPICAL UTILITY PIPE V DtA STEEL ROD EXTENSION WITH I A), RE D__ CENTERING COLLAR� *TRACER WIRE MUST ec t;,qsTALL--_D_/ DEAD END TERWNAIE 4� TO 5' SQUARE SOCKET--_ DRECTLY A.9.0VE THE PIPE AND FROM TOP 01- 8OX� 211 DIA IKISIDF SHIALL BE TiTED 70 THE Pft- AT 10' TRACER WIRE SHALL EXTEND 21/4" DEPTH RE AWWA cgoo "4� -,rwo 3/a,* r>ET sc, IN S ON 6 FIEET 8EY0 ID END OF PIPE, PRESSURE PIPE STD, GATE VALVE (1/8" MIN WALL EITHER SIDE To LOCK THE* OR C9 IN/STAINLESS S" STD., 0 9 P 1P E COILED ZI�D SECURED FOR, THICKNESS" OPERATING NUT. SCREWS /;ATE VALVE 6" Md ANCHORCOVPLING FUTURE CONNECTIONIS STEEL BOLTS APE 1*0 BE PLUSH WffH E ED 'f BOTTCI.A OU f SID IGE C /WITH SS BOLT, SOCKET A 14 INSULATED, CONQRETE- PEA GRAVEL - R I BLO� COPPER TRACER 6KING, TO I FT, ASOVE WIRE W/ ALL PVC OR D.I. PIPE WEEP HOLE SPLICES f,4ADE USiNG v ........... DRAWING TITLE 1;�*,`.,�",��,` THRUST BLOCK TIGHT CONNECTORS q CONSTRUCTION DETAILS - .APPROVED WAER REFER TO TEECHNICAL SECTION 09 03 12 TEE OR TAPPING—' SLEEVE & VALVE _1_3LOCK USING FOR TRACEP WIRE INSTALLATION \11\_�,jr V11 WATER & WASTEWATER 11 1 1 R E CAS T JOINTS 12",x12`x4" Pf AS RE05JIRED WITH SFT SCREW CONCRETE BLOCK RETANIER GLXNDS OCK AS DIRECTED, OR MEGA LUGS X 12" CRADELOK JACOBS PIROJECT NUMBER TOSH-S, PROJECT WAIS r��R M6W DIMENSION APPROX, W/M,,J, SPLIT GLANDS BLOCK AS DIRECTED-i TATE. TC FINAL GRADE) F8W96852. 11161 EQUAL TO ONE BAG OF wo A SACKRETE A OPnONAL DRAWING NUMBER U-504 GATE VALVE & 13OX GATE VALVE EXTENSION STANDARD rjRE HYDRANT ASSEMBLY N" UTILITY LOCATION MATERIALS JAI / Z,7"' wu 131cs UNIFIED NO, cm� OF 0)=F, snvlov VATE vics UNIFIED DETAIL N10, C"wcbmtwSrAnov; DATE Pies wrim, t)ATE VIC$ UNIFIED CrnoFCouvy&mnoN PRINTIDAT2 erly OF Dmym CM Or, NYAN cm, oF 1hyA.N (An OF MYAN JAN.2009 STANDARD DETAIL WI-03 JAN.2009 STANDARD DETAIL WI-00 JAN.2009 STANDARD DETAIL WI-01 JAN.2009 STANDARD DETAIL WI-02 JUNE 13, 2011 ft- vu. ------- --- ---------- ------- - -- - -------------- ---------- 5 4 3 2 10 7 6 A a _k RI 10191 14/011, ......... . .. 4a l= 10 5 4 3 ..... ........ .. . .......... .. AW MON" am""" �Mmomm 0 ES",- C ;j_ N07E'� CASING RS A-PUNXCR WN, (THF!U 24' M A L! N I E 3, FOP M!�RE� 1N'FCRfAA,iQN ON WATER AND OF, M � N Otll PLW3 Fv��t4 SH AS SHOWN (24`-42- 01A. G;k-S:�--,G) STAMNLESS, SCE 'STANDARD SPECIFICATMl FOR WATER AW. N'ID ?-J EACH MANHOLE YMERE SCOTT WHITE NIEMORIAL TYPE30,4, E" ',�40C BAND S7L, 'SF m 2 w/ pox-ymr�,,,� CD4TERED P 1��INE CUZIRUC ITC4 SEW6�, 'UiNl E C�RD - )P�N FIELDS > SF HOSPITAL 71) OR f"ON-00,41TE-pFf'� Clz'NR 001, 2, ATLE1 C�ASING, SHALL BE AS SP-_cFlC0 It,' 7ECHNICAL 21 U N > SCOTT, SHERWOOD AND 1M 7, R,_� R IAIET '90RJI4-,t ALLOWEG ILY �,MEN P' MAIN FRU, 0 A, DRY 90r NG PKFF RFD, rRIQA?l 20, F'!'Eft BAKED ON Y" INW-AlED- "APS9 QD BRINDLEY FOUNDATIONs H 'p, F:-N�,SH, F'U'RNZH ONE F �2 ;or, Ply lHE H - �.N U M K I , cK, 5f N )',ND 04F POST 6 R Fsl"r EAC. MAWlHC4,-',. INSTALLED AcR,7ns 41J) AND AT 0 TI -1 �R X < �j z LL I, u) FURIW- Sk,,ig NUMBER OF '""ITE H0S*"hlTAL It w T 90�N'S A S r0 R EACII L L E E "TATION, T' REPLA?, �_N ([AMTTING, NiANHOLE Vu 0- 2' 1 NS TAL LED - %� VAV' T`(P, ` . .... TYP A.-',C, f�*,89`. 1YR - 0 �� ,,I NiAX f Am"' < v Clf-1 MMHOL --- - ----- --- --- ------ - - - --- M m (NOT A. RAJE PAY ITEM) iAx rz- fi .14AV4,.NE RDR!�'X TEXAS REGISTRATION #F-2966 2705 EEL CAV5 ROAD, SUITE 300 WIN Nf, i, �N C AUSTIN, TEXAS 78746 '--Ck`,,INf3 z;PACVR 4� IAJ WATER f V.� Q �L� G w �a a_ - , -3 - - A"n 'AVEM-1 Wl __3 .1 fl. I \,. � - C 311 N G: W1011-4 05T F EN T P400N MAYORA,% t,17 F lK 37 G < SrAk lw/ SIPI�, - f 01AVPS `AP,'5` OR iHMX N"d v =a;wL V w Z Z -.i M E� FXT N Ut-FE t-n. 01UND SLWER o XY: 'TY c IHE Q E EXCA'V,,Tlt,�G, ADJUSTABL OF, d C TOP R'�JWFEFS T TO kiAitl I: Ali'l l' tAAX OLF." 7 OWNER: STEEL CA ELL010 SCOTT & WHITE F14EMORIAL N, -D BACKGROUND 'Vi, JZ/ 30'f).Ax AS, REWIRE., 14" 484-238-8002 CARMER MPE (01 .2400 S. 31ST STRE15T As -MPLE, TEXAS 76503 IANHO�... 4 MAY ck, r, AJ SPR"01:;uINE CUT OR S(NZ,19 A5 'DW AT' '*,'lC$E S�AI`--40 STAV'LE': t's -", I , , I , - - N GIN E ER; aj _� &�j W I I C 2 (r�PE 304') JorzL R. aOCK, P�E� n844i u- 512 3100 t ZZ �Hn_'?IDE T� W f-2 " � 11 DOEL TE V, _,�7 SE �A'E�_N PPE AND BArl� TO BE: A, 1 AT ER C. RUNNERS A-, JACOBS ENGINEERING HA9C S 31m 's r4c,,tq < 50. TITIA WHIT E 2705 SEE CAVE ROAD, SUITE 300 �r F F z V'>k - fIr , '- P0L`0,1[S,' R"ONNER fTYP) > AUSTIN, TEXAS 78746 u-D . . ....... u - < HITE SITE 37,64 ACRES �N SCOTT &N FORMAL SUBMITTAL -JANUARY 18,21al I 17,2011 UPDATE SUBMITTAL - IFEBRU YPICAL URBAN STREET SEWER WARNING AND S, EWER BE RX ICE LINE __ t�l t't�' MA - )e CASiNG`*i DETAIL ZONING PDD ORDINA14CE #,2010-3300 MANHOLE IDENTIFICATION SIGN CITY CROSSING DETAIL - -------- - - M. WL VA I omv�x S AN RICS MIMED UICS U"IFIEU Cn-y OF BRY JAN. 20 Wes u"IFIED Cm, or Dn�N ETAIL cm oF lknN STANDARD Of -TAIL 09 STAMARD DETAM JAN. 2009 $TANDARD DETAIL t JAN. 2009 STARVARD 0 S3-05 S3_01 E _NZ'�W ��AWCT _�4 i L816,nmj 1 .3 it �,,EOPrEHE ��ASK 73ol m" m j 43;��, -wr Pl-" f C'q'-fn ViA 31 F7 'y c _A-4"l 42" C 9 D Mz"Eo FOR ISSIX0 rOR VTE SUDMiTTAL RVMM DATE ollw-,oll ----------- TDSHS-FiRSTPACKA,'�M .............. I it 0104*041 SUBOIVISION IMPROVEMENT PLAN -UPDATE 2 oulo"2011 $rMPLAI4-VPDATE 3 0all7A0l*I SUBDIMSION IMPROVEMENT PLAN -UPDATE 4 0401121014, �Q DIA GR00YE FOR In All 7z'l rf - n /;C 11MAr' �NED Ps`,OPREKE GAS,�,.E rl ---I FRA�,UE _1�E'Crt0j"V �j7 �8' MM 7 '8" A [22nnm] -A 14 IE, �.0, V I ff 11\1 mm DI A, f I" Q'SM-n) 01A, , I/ - - . -zr G, % LP4 X 5 22, [140tmn) W, SITE- ONOW"oft m A 11611rujAll, D11,141T JS I m HACHL EclRoo'VE J- VE17HY -ol Lo B07.ntjf TIT-ml, I vo FICKBAR DETAM, oT C(-)'f D, (f P, Of, T HOLF, STS C11yox OF c BOTTUlf 1117EITIF OOEL R K 2" r�-M,1--m") �'r I TERING LE I`E'.V� !,0 NA 211 C�;d siviq ;-2" [5-�rnml N 0' ;OOKMAN 2, 151so,mll, LETTERING X 2' L L )lEy, !��s CAP Sm�'INI.15.1_�`S A44 CILL TYLE nN R-QV� U, ij-D. t3, On- S4, KEY FL?V 2 ipm �"Xxl M _R WASHER� _(2111 p c K ( 1?t 'K, I N, J7 �n nn) 4" . 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'77""-"777" - I ---------- ------------ AMN 10 9 8 7 4 3 rlK a T 10 9 8 7 6 5 4 3. 2 SCOTT WHITE MEMORIAL HOSPITAL NIOTEi USE POLYETHYU t'NE WRAP OR TEE SCHEDULE z SCOTT, SHERWOOD AND EQuAL SETV,1EEN CONCRETE & PLUG 'PACERS ID i I ME TO PREVENT CONCRETE FROM STRUCTURAL BACKF�Ll_ APEA INCLUDES NOTE: CASING Se, BRINDLEY FOUNDATIONS jam, 00 1,11) tc�v�L 4-RUNNER MN. (THRU 24' DIA H ___j — E' -ETS, ALLEYS, STiCKING TO PLU(,,. 4,6,8 5j, 1, 5 T - 1, 0.3 ALL PAVED AREAS r S I D E W AL KF S, STRE CASING) OR 6-RUilINER Mis'll. 1,5 3,51 OFS DRIVE'AAYSAND PARKING AREAS) AND SHALL 3Nn 101 EYTENO S' REY= THE CURB LINE'. STRUCTURAL (24"-42" DIA, CASING) STANLESS C 01. W i STL. TYPEM4; 8" VF'IDE BAND BACKFILL SHALL BE CEMENT.STABILIZED (OPTION x U�j It'), "') �'a < g POLYMER RUNNERS; CENTERED NO, 2 IN W4-03) OR EXCAVATED SOIL COIMPACTED W/ OR NON-CENTERED� �CLEAR BELL, TO 98/ MANIMUM DRY DENSITY AS PER ASTM .0698 RESTRAINED FROM FLOTATION, 'PITAL WITHIN OPTI.1,AUM TO �4Z WET OF OPTNIUM. S Cu'""' I I & WHITE HO'k Z'S' x INSULATCED; "APS, 11NIC., MOD < (OPTiON NO, 1 IN W4-02) < OR "CASCADE" P. ST _R___=;T_n5nj7 �., 0=) . - - v ru T It COLLEGE STATION, < mo > > m 1W L r P W OUR AGAINST N,'AREST BELL41NT > (T E A, UNDISTURBED EARTH . . . . . . . EEE YHRUSTBLOCK X WS" TY MAY WS" TYP. TEXAS REGISTRATION 4F-2966 MAX MAX t7 I-_- M A TYP,- NMX >r.,o ZO 2705 BEE CAVE ROAD, SUITE 300 HORIZONTAL TV. V MAX RUST BLOCK SCHEDULE 12 Z. (LIN 31- 47 C L R, AUSTIN, TEXAS 78746 THRUST —BLOCK NOTfa-_ 4 ALL CALCULATIONS ARE BASED ON iNTERNAll- PRESSURE OF 200psi FOR 24" AND SMALLER INNER DIAMETEP PIPE. :G 2- ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR POCK, 3, CONCRETE FOR eLOCKIING� SHALL BE 2000 ;�si, 4. DIMENSIONS MAY Bc� VARIED AS REQUIRED BY FIELD WHERE AND AS OtRECTED BY THP' ENIGINEER, THE VOLUIM��' OF CONCRETE BLOCKING S�ATL NOT BE LESS THAN S'HOWN HERE. 5. WATERA4AIN SHALL NOT BE PRESSURIZED UNTIL ALL, CONCRETE BLOCKING HAS REACHED 11500psi, N N MOON MAYORAS G B/C 5' S, INC. 1 1 1 1; - —_ I ---------- _ ARCHITECT LLJ j 0 -Y 0 w 8" TYP----, k___ 1" MIN. CLR. OWNER- C ASING SPACER '0 CIARPIER-j L SCO WHITE MEMORIAL C-11 , I -PC, PUl L-ON WATER \_STEEL CASING x TIGHT NEOPRENE END 484 4quv 1:4 10 UZI I m r_ r_ 1 u SCAL Vbt STN. STL. IR TEMPLE, TEXAS 76508 CLAMPS `APS'! C A�_ PAVEMENT AREAS TUR US T BL 0 CIC DE TA IL S L w J1 ENGINEER: < JOEL R. BOCK P.E. #98441 0 512-314-3100' V) z z wz� 0 M z < POU GAINST CONCRETE SHALL 0 Ld M0 w 0 JACOAS ENGINEERING UNDISTURBED EARTH EXTEND BEYOND JOINT _jE3wu O'D z R CONCRETE A < 0 >_ OCl < ADJUSTABLE TOP RUNNERS 2706 BEE CAVE ROAD, SUITE 300 W, > w , O� -C*W C AUSTIN, TEXAS 78746 =ww, P, TO MWNITAIIN T' MAX.CLR, TR-NCH -o,, I SDEWALK UTH i I - I -,i �- Lu _j In WATER �:j 00 'WL-1.4-1 . . .... 7 =J m ARCHITEGT, PIPE 30* MAX Aj z -Z 00 BOB A. LUNDEEN, AIA < STEEL CASING 817-735-7026 > JACOBS ENGINEERING x x um, BAND CLAMP F w Z z go AT SPRINGLINE F THRUS 777 MAIN STREET m i� X q- w 0, -1 > z 8" ViIDE BAND STAINLESS CKWO -Z - - 0 < EXAS 76102 L w T 304) FORT WORTH, T U) -1 :2 'o, "i , , < '1� 0 � 0 -et (� L -, SiEEL (TYPE a. w w in uj > tc "'Of < NEOPREENF INSULATION SLEEVE PIPE w < COTT & WHITE SITE - 3T.12 ACRES 0�,5: co v L - 0, Ql_j (") �:` Ll (D w rl� W uIll > Z �2 x z PROVIDE 4- wwx x J� �� X > BET'NEEN PIPE AND BAND JOINT _ _ 0 w o�� 0 00-, RUNNERS AT J T z > < o0w. ZONING PDD - ORDINANCE #2010-3300 W ul 0 BOTTOM ,"w > R :) ". tj tu V) im_ w 0 X � Q 0 0.1 --i:z � z 'W 0-' 0- z Ck 0 u M ;7 < 5;0 W 45"MIN POLYMER RUNNER (TYP) _j rp z D �'k -NCRE < m LEGAL DESCRIPTION: > (n w ZR 0 fr. uol,- POUR CC (j 0, wv,�, z w w 1- AGANST UNDISTURBED W < LOT I BLOCK, 1 sr, (lwotv x_lv EARTH 0 1- ll�: 0 w Z COTT & WHITE HEALTHCARE SUBDIVISION PL, 4Ar MTV z owo< 0 $ 'n < t- C6 SUBMITTAL DATE- JUNE 13,2011 "URAL BA"KFILL, AREA T ICAL H4`RIZ'""NTAL NEW WATER S.ERVICE. STRUC` CASING DE"I"JAIL ISSUED FOR REVISION DATE E E TH R U $11" R L 0" h %C% K FOR, WATER MAIN 7r (SHORT AND LO,NG SIDE) DATE ETA�L NO, w OME DETAR. NO, DATE O?%L NO, DATE. CE sAlL NO. vics utl BICS u"IrIEv CY-1 Y or Comrr STA710N oms umirm-D, Qw0vC0uwFsTkvm CTn- OF BRYAN cm, YAN W2-02 JAN*9009 vics u Ll v CYn- op Cou=r Smimm" IFIED I QTT or Bmmx C`ay or mi'mN STANDARD DETAI W2-00 JAN.2009 STANDARD DETAIL W2-01 n, CWIA, JAN-2009 STA14DARD DETAIL,l JAN.2009 STANDARD DETAIL! W2-03 . .... .............. . . . . . .......... . 7 MEGALUG OR SETSCREW A PiPELRNIE N 1 0 T 1; .171 D D RETAINER I D COPPER LIIIE IN TANiPED SAND FROM B L ArK -MAIN LINE 1, EMBEL UNDISTURBED SOIL TO 5" ABOVE AND ON BOTH TEY SOES OF COPPVP PIPE., 10 11 011". PIPEUlIc" THE GALV ELL UNDISTURBED DIRT CONTACv UTY 2, P WIMENT FOR 810, iTEM OF "AIR RELEASE VAi VE" SHALL �NCLUDE ALL M�ATERIA"_S, AS SHOWN It,) -1 � � I — GAI_V. NIPIPLE—�-'� YELLOW— '\ -+A. 1 TEE _—REf 'XGP -y� �11 Cl AC OUNI E HALL BE I" OR 2". .IN OR CROSS AFTERUSE VALVE 24" M 3, PIPEE SIZE Sl No. �wl 4, SIZE OF U-NES AINID VALVES MAY BE MODIFIED BY '�--2` BLACK PRESSURE I THE ENGINEER 2" METER BOX WITH-\ SEMSITIVE NUMBERS 131-�ONZE INSECT SCREEN TO BE ADDED AFTER CAST [RON LID W/S,S. HOSE CLAMP BASIC STIGN HAS BEEN PLUG --SCH, 40 GALV, PIPE WATERLINE P�AJNTED� WHITE X- "R DUND BACKGRt AFTER BLO'N-Of-r INSTALL MALE QUICK .......... V �PIPEUNE '*ARiNli,,'G SIC 4 COINNECTION P? CAP AIR RELEASEIVACUUM X 31 x 6 11 Li BRENKEP VALVE VALMATIC ALVE IDENTIFICATION SIGN CONCRETE S: AS , 01 1 I x V/, E_XIST� GRADE--,,,, IF M, AV -BEDDING SAND 40" 8' BLUE, HEAVY DUTY, WING MODEL 101 ('1") OR MODEL 102 (2!') —K OR APPROVED EQUAL CI-VNNZL POST w ...,-Ir NOTE, 2' X HOT -BOY POLY ROX NCRET( 4' X 6" 'OMPACTION WITHIN Limits COI SLAB C MODEL PHFd 0") WITH' OF A55EN18LY SHALL BE 95X ASS BALL 'VALVE STANDARD DENSITY PER HEAT OR MODEL PHR2 (2") ...... ASTIM D698 A 4'-01 ,,—NOT GREATER W'ITH HEAT OR APPROVED JOEL RBOCK 'THAN �5- 2 4' EQUAL J_ , /I - , t , -, x M j N AN'IERICAN FLOW CONTROL T ENCH-/ .98441 iliV111111 ADAPTER OR AN APPROVED EQUAL Clip W/ -ETAINING GLAND >i PLI/Or TIT, TV AT 8 E NO AN D P L U G, -BRASS THREAD PIPE Aw Ilk /0 Tlt AL 41' X 3' X 3' r'ONCRETE PAD (FOR 1" PIP UNDISTURBED. DIRT COIMPACTE I D SELECT FILL BRASS ELL�, 4 " X 5t X 3' CONCRET PffU (FOR 2" PIPE) -NIj TAPPED CAP KE . Y PLAN. z i I I n': 7ks��_ X A x/ 4 IF % SEND '�IZEJ TAI 1 C vo I In) (m E W) G ifn VOU ��Ar 5.01 t5 0, 9 2, 7 0,4 :0,12" _15 6,511 2,511,51 12 4�O 1'0 450 b.9 I'S O�2 1211 IS I 2�5 t5j L2 12,2 0,5 1'5 11' 5 ;,115 G19 0,8 to � I 22.55- 10 2_' 2,0 2,5! 1.5, 11 0.3, D -f':3 01 lt26 \_ 10, 12' _T 1,, �7 T il 5 1,2 T 0,6 0,6 0 RESTRA�Ntu JOINT IN/THRUST BLOCK IRON PIPE THREAD — COMPRESSION FITTING CONCRETE BLOCKING TO WATER VL �L MAIN VALVE BOX AND SHAFT EXTENSION AND BALL GATE VAl— BE INI ACCORDANCE WITH q 'OVER CAST )RON VALVE BOX C DETAIL W3-00 'A' X 4,' X 6" COliXlRETE SLAB I�OTES- M-Mle vt, TYPE "I<" COPPER TUOING 1 B FURNISH AS S14OWN ON PLANS -VALVE SIGN POSTS, AND ON ALL t-?SACK FILL 2. SIGNS TO BE CONSTRUCTED BRASS NIPPLE—/ FROM 20 GA, STEEL BAKED ON ENAMEL FINISH, FURNISH ONE WARN'ING AND 0..-"qE VALVE SIGN AND ONE POST FOR EACH VALVE INSTALLED AND AT OTHER —TAPPING SADDLE W/ LOCATIONS AS SHOWN ON PLeq,15,� TO, FU9NISH SAME NUMOER OF CORPORATION STOP, REPLACEMIENr SiGNS AS FOP, EACH, INSTALLED (OMITTING VALVE Ir NUMBER ON VALVE SIGN BLANK) SE, GW0jVA-_A CONCRETE 7HRUST BLOCK (NOT A SEPMRATE PAY ITFM) 5" M, J, ELL PLACED aim� UNMSTURBED SO[L lflsTALL ANCHOR COUPLING DRAWING T.lTI E NOTE: DlMEtkrSiON FOR CONCRETE VAR!E,:S, IMTH, WATERLINE SIZE AND REDUCER AS REQUIRED Col"ISTRUCTION DETAILS - 'am IR RELEASE VALV E fox" END OF LINE BLOCKING IN -LINE 13LOW OFF ASSEMOL" 2"' BLO"I'MCIFF RISER WATER& WAST.EWATER VACUUM %0'.lv'HECK VALVE 0, �10M JACOBS PROJECT NUM13511 TDSHS PROJECT NUMBER DATE wl it m, F8W96052 11161 DATE Bic$ UNIFIED GET L t,*, 0.�,T E BICS UNIFIED OLIXIL tic, vics UNIFIED D�TAI NO. crry op E Sum, lics,ummo C= OF FAIYAN JAN.2009 STANDARD DETAIL (Yry OF MYAN 1 JAN.2009 STANDARD DETAIL CYn, oF Bnm� JAN.2009 STANDARD DETAIL M.Or &YAN JAN. 20 STANDARD DETAIL W3-03 A W3_00 VV3-01 W3-02 A DRAWING NUMBER U-5uo PRINT DATE JUNE 13,2011 I *sm"_ VC 9 �8 7 6 A� 5 4 3 2 1 10 m� "or pl, %w AQ11N�al 211, C , 0 T `Fll� ; , , , ? � �; P IL, I " . - - '� - . 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F *12" 01511TR TH F� Ti��P 0.,�_, VE 111RE 8.1711101E .. � "- . , - , � 1 9 1 9w 9 1 ,,E 1: " " Ill e .F,:�,� I ,%q I , , � � V I . . . . . . . . . . . _�-2,1" x 2.1'� v E" lot`l , ,r,,,,,p ...1-41 1: d 0 1�_ � .- I � �z. 6 � f "j, : I . 9 1 , , ErC, � �9 .-- " cl: � I - ' 9 , , 78-L'�AY GXN',`,-5RE,TE fS PE EP ER 7 4.41V��i �_ FEET FR�1,40 R,,W' F I I, I! PKK-W� BY 41Y MECHl`�NICAL EQUWmru�i �, A 5 f I - " i 6� , � I - , 9 lk .1. 'P E, � "I a : Q, . 6 b'_ N , SCOTT & VVHtTE MEMORIAL � , 1 1 R� ISHEEO r , A. ED - ( I #, ), psi ,z) ALL �z'O'NCIR.TTE' BLOK','NJNG SHALL BE 23 D A Y ____4 1 M)T I- ! �_ �_ � i��6. �� L �:L. rl�_ 9 `�. 6 1 'iV)�H #4 BAR ?�R�'�L�J'JD 6 1 6 VRIE��.'C-TH = 2001D PaL ;� -1 (,.: — ) Q 0 I , I � r '5 I -!. f_"� � . r I I . .0 HOSPITAL 1, I , �Q I .'I--- ,,, 1, -R �1'nlv`��' P4VT I ,� < cl � q6 ,"', w I � ' ' E O�- 1 � b 1 2� ALL VAL'V : ;. .1� ,��rr'�,,",'� �, I j 1 $ i . . 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I , I [�,--. .,�r, r_-. ." �, I I 1 m IQ 43 i", �,� .� r�_, I I , I . FIRINT DATL 1. APRIL 13,2011 . I Wimmimm"www"O 1. ____ .11 . I 11 66-6- 00M. J"%"WM"r~ F j("$jj% 1 __ .- . �IOWli�jAl!AIAJJ,Em�ijimii%miirI *L40 -. 11-1- -----,--., .. ffl 0"OftowkwAON"60% 611, I 1. .- -wommewmsi w "mi"m __w"p0"m"wmw*"w"16*K*wm"4w4w -** - ft"N"O"01"J""m ^ - N�� 0 92 1 I Ir FF n r w11'_71w.j 1 "; r '� " b" �� i:,, 0 , - � , ,, ,r:., �:" � � I I ./ - A"'::A C.'" - I—, - �, ,m",�q " � . u I X!, _� . 1��.I:�� 0 ,,1 " .�. r 6,6l� 11 ,.,r...: , . , ,� 11*1��'..",'��:' ,,, ,r. :1 .. , � , 1,14 , �,� �; .�, . !�:, � ::, 0 2 , �:, .: - 1% - 1 9 8 7 6 5 4 3 V01 I m 1 p/1 I 114 11:� A — 11� � r I ,_,_____,_*"*" _F***� . I " I I . I'll �`., ��F M v %,"'I"i I I ,,,,, . k . 1 6 r . 6 9 NIT' 2 10 8 7 6 5 4 "w"R.100 I � I -,-. SCOTT & WHITE MEMORIAL Qk) S�rLECT MATFRIAL IqOTES� HOSPITAL 0ATERIALI bCCAVATED FROM THE DITCH, (VAiICH IS FREE OF 1, FOR BE001ING, ANO TF;ENCHING 'W17_HfN' SCOTT, SHERWOOD AND NOTE. ROCKS, LUMPS, CLODS, OR DEBRIS LARGER 1HAN TWO (2) ALL PAVEO AREAS _5EE DETIMLS FOR INCHE.S IN THE LARGEST DlMl��NSION), COMPACTED TO A ls� BRINDLEY FOUNDATIONS IH H 1. FOR MORE INFORMATI N ON WAfER AND SEWER LINE CROSSING MINTAUNI OF 90X OF IMAXIMUM DENSITY AS DETERMIN�D BY cf�Dv CUT STRItIFF, .0 A�STM, D698 (STANDARO) AT A Pb!STURE CONTENT 'WITHIN SEE CITY STANDARD SPECIFiCATION FOR WATER AND $EIRER OPT4,41JM, TO 4X O�� OPTI%lWA UNDER NONI-STRUCTURAL G & INSTALLATION OF PVC ACCORD AREAS PASTURES, EASEMENTS,) A1,4D To A OAPN C E "Ill, �'r,0S F , FV LINE CONS'TRUIC110N. MINIMUM OF 98X OF MAXIMUM DENSITY AS DETERIMINED 2. STEEL CASINC SHALL BE AS SPECIFIED IN. THE TECHNICAL SPECIFiCATIONS. SY ASTM 0608 (STANDARD) AT A MOISTURE CONTENIT 3, ALL eE�rn�,iq Z,. 1NISTALLATION OFNt,�LICPLE, WITHIN CIPTOJUM TO 4X OF OPTIMUM UNIDER NEW STREE-1- REAS. z3 ovY BORING PREFERRED, VIET BORING ALLOWED ONLY WHEN AND PAVEMENT A� SHALL BE IN ACCORDA Wil H U111)sl!"l2ll;lFvA C160/A2L50 SwTT & WHITE HOSPITAL APPROVED BY THE CITY ENGINIEER. 6 X2 1/2"X2 1/2' F.D.C. GRANULAR MATERIAL C COMPACTION SHALL SE ATTANIE") PY I I K iiGAL TAIMPING, MATERIAL.SPALL FE 84NK RUN RIVER SAND WHICH IS FREE MECHAt OF DETRINiENTAL QUANTITIES OF CLAY, DEBR!Sl OR ORGANIC C0"`LLEG*E STAT10"IN, TX BOVP T �1113SUACgQll,"Q HAL _ ll�MIA HE MAIN.IT TIES INTO 4 RiVLLEL E CA�RR R 1p A�j A� E BE POLLED ABOVE THE PA, HATERfAl A.114D lt'� WHEN TES`-_D BY STANDARD E ESTED LABORA110PY �j MEET' [H" FOLLOWING REQVIREMENTS� 5� RELATNE COMPACTION S IN [HE PR�SENCE OF T I VY_lTBFF_M;lN'E_ER, Mi PLUC, MAMA10,4 VQAJ1IQ UMIT VALVE BOX AND SHAFT EXTENSION 15 61 DUST RESULTING FPOM THE CONTRACTOR'S_ —F.D.C. RISER MOUNTED MAXINIUM PLASTICITY INDEX CAST lrON 'VALVE BOX COVER PERCENT PASSING NO, 200 SIEVE— 31 5 PERI�ORMAINCE OF IHIIE WOHK DTH'ER IN 4'-0" MAXWUM - - Og QUOFS11?r, THE RIGHT-QF-',VAY, SHALMM" CONTRACTOR TO INSTALL FDC 36"-48" ABOVE FINISHED GRADE EXiST� GRAD 'MINIMUM PERCENT PASSIN(3� 3/4" SIEVE LI Er TRAQIQR� ITR N C N BY THE CO, PER NFPA 14. THE MATERIAL SHALIL BE FREE FLOWING AI*41) WHE-11"I WET, SHALL 7� ALL TRENCHES SHALL BE 13ACK FILLED AND TEXAS REGISTRATION #F-2966 THE H ') - 0 __N ,�-2' X 4' X 6" CONCRETE SLAB NOT Al)i-ERE TO FORM A BALL WHEN PRESSED ANC, TEMPORARY PAVING R' PLA, NG PLACED THE END OF EACH WORKiNG DAY, ALL FDC SIAMESE 2705 BEE CAVE ROAD, SUITE 300 AT AUSTIN, TEXAS 78746 ZED SAND I I I CONNECTIONS, REMOTE AND 00CE ENT STABILI TAILS" ST4, 8� 'FrE� PEN T DE -Do- j 0 2'-0" MIN, I & 2� 1 WALL MOUNT, SHALL HAVE A "._,—AMERICAN FLOW CONTPOi_ NIIN, ENCASEMENT TRENCH ADWTER HEIGHT BMVEEN 36" AND 48" 41AYORAS MOON ..VFRY 100 FEET PROVIDE A WATER 5, T OF' G OPEN CUT 1LOCK COMPOSED OF CEMENT 5ATA) OR G OR AN APPROVED OPEN CUT— ABOVE FINISHED GRADE IX ATIVE NIATEMALDEPE'NDING ON LIMIT N ARCHITECTS, INC. EQUilL uw E V rAE /,,, LIMIT E31-0 'K SHALL BE6 FEET IN E A E A, WIDTH OF PAVEMENT 0 BEDDING SAND lN T, HIS AP� (21, I" APPROVED OWNER: ORIGWAL GROUND OR PIPE MATERIAL 0, SCOTT WHITE MEMORIAL OM g 8OTTt I Or SUB-GRAIDE 6" D.I. 0 ORIGIN �l llr� AL GROUND- 484-238-8982 N1 7 -EA IJ TAPPED CAP IN FUTURE STREET IN FUTURE STREET AR 311-011 MIN. 2400 S. 3 1 ST STREET I Al I GATE VALVE-7 AREA TEMPLE, TEXAS 76508 2' 4 ENGINEER - WATER V� 6" C-900 PVC— SfQElVA:_ Y MA JOEL R. BOCK, P.E. #98441 FzF OPEN CUT STEEL CASING, SELECT MATERIAL CONCRE'E OLOC101G TO, 612-314-3100 Ai' REQUIRED OR BORED AS ACCORDANCE W'ITH YIPECETtE��l BY C AP R f`7 R P t P E 3E IN 'NEE-9 JACOBS IENGINEtRING DETAIL W3-00 HE CFk0l,lT STABILIZED SAND-__� 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78,746 05 (MANIUALLY CONSOLIDATE AT OPPMUM ARCHITECT- 4" MOISTURE) N 4" &A, J, ELI, PLACED Oi'+-�, .... .... ..... . .... . . . . . 6" M.J. FLANGED 90 BOB A. LUNDEEN, AIA UNDISTURBED SOiL GATE VALVE---------. UINOISTURBED SOIL---_ 817-735-7026 -1 W/vALVI Box 4" JACOB$ ENGINEERING F _f rCai— I __ I I F 77 0 D 777 41AIN STREET J FIPE FORT WORTH, TEXAS 76102 -J MAX. 0. D. LACE META'-+ DCTFCTOR \/ SCOTT & WHITE SITE - 37.12 ACRES TAPT. AT A MINV.UM OF 2.4" TEE OR, TAPPING ABOVE 'TOP OF PIPE MIN,/I�" MAY. ��%b,& VALVE ZONING - PDD - ORDINANCE #2010-3300 E IR �D 0_l-ylY0iY, NO, -1 - — - - ------- Pp7yoNljvo� -9 LEGAL DESCRIPTION, WATER LINIE LOT I BLOCK I SCOTT,& WHITE HEALTHCARE SUBDIV(SION DED01"(p"AND TREMCH FV'O%R lirl"IRL"IDEPARTMENrl"' SUBMITTAL DATE: PE PIPE & PVC PIPE WITH Al+ JUNE 113, 2011 14 END OF LINC TYPICAL ""ROAN 'ITY NOWSTRUCTU"L OR NEW BLOMOFF STREET CROSSINO c ISSUED FOR REVISION DATE .... .......... E t P"ED AREAS E DAM MTAJL K-, DATE GETIAlf- NO, U-TiNL NO� IDIC-S UNIFIED: (XT OF couxGr s'l-m-IoN PIGS UNIFIED i C=0FC0U.FrZSTATl0N Pies UNIFIED Cyry OF IlItym JAN.2009 STANDARD D.ETANIL I CITY OF WYAN CYU Or Bl(YAN JAN.2009 STAtIDAFID DETAIL W3-04 JAN. 2009 STANDARD OF -TAIL W4-00 W4-02 .. ....................................... . - - -------------- --------------- D A D 4 SEE NOTE 7 A, 2 L L 1. 1/8 C L F-I 8 SEE NOTE 7 T_�T I FLOW D moo* OF c .............. 4 ................ JOEL R. BOCK .......... qwl ................. zv, 'ECK WITH INSPECTOR ------------- *DIMENSIONS- SUBJECT TO CHANGE) CH Z roza NOTES: NOTE R PPROVAL BY CITY '00 200 rnm .1 � PIPE AND METER SIZE SHALL BE AS DETERMINED DY OV;NER; APPROVAL BY CITY �3,_ 4, IlWlk 1, PIPE AND METER SIZE SHALL BE AS DETERMINED BY O�VNE ; A KEY PLAN� -1,200 'TATION AND FIRE DEPARTMENT, PLANS MUST BE 'I ZQ,o m LEARANCE Of' COLLEGE STATION AND FIRE DEPARTMENT. PLANS MUST BE 0 F COLLEGE S -D BY LICENSED ENGINEER IF INSTALL�TION IN RIGHT-OF-ITAY PREPARED BY LICENSED ENGINEER IF INSTALLATION IN RIGHT- OF-WA-Y w -44 MIN. PREPARI, ULEA.' C E IS BY OTHER THAN CITY FORCES. IS BY OTHE R THAN Cll'Y FORCES. 2, METER VAULT MUST B E BEHIND CURB AND AND OUT OF 'VEHICULAR TRAFFIC. 2, METER VAULT MUST BE BEHIND CURB AND/OR WALK AND OUT OF VEHICUIAR TRAFFIC. /0,R WALK -E AND BYPASS VALVES lVILL BE RESILIENT SEAT TYPE WITH CORROSION' RESISTANT FUSION BANDED EPDXY COATING INSIDE AND OUTSIDE, NON -RISING STEM, _M M & MAIN LINE AND BYPASS VALVES WILL BE, RESIMENT SEAT TYPE l,'Y'ITH COR OSION 3, MATN LID, RESISTANT FUSION BANDED EPDXY COATING INSIDE AND OUTSIDE, NON -RISING STEM. 'T 1�_ HA AIN LINE VALVES SHALL HAVE Sq IARE OPERATING NUTS. BYPASS VAINE WILL HAVE IMAIN LINE VALVES SHALL HAVE Sq � VE U UARE OPERATING NUTS. BYPAS' VALVE W ILL M A HAND`�TEEL. PROPERTY OWNER'S 1��kLVE MUST BE LOCATED OUT -SIDE OF THE CITY A HANDWHEEL. PROPERTY OV,1NER S - VALVE, MUST BE LOCATED OUTSIDE, Or, THE CITY 150 mrn (6") MIN 1 5 0 mm (6 MIN i B OF COLLEGE STATION METER VAULT, OF COLLEGE STATION METER VAU12. B CLEAR, CLEAR� IEEDED IF HEIGHT OF VAULT EX I CEEDS 1.8 ni (72""), CALL THE 4, APPROVAL WILL BE NEEDED IF HEIGHT OF VAUrlf EXCEEDS 1.6 m (72"), CALL THE 1 4, APPROVAL l?qLL BE 1, L T, ��jr� t-AMR? PIPELINE ENGINEERING DIVISION. METER MUST BE MODIFIED TO READ FROM TOP 01" PIPELINE ENGINEERING DIVISION. METER MUST BE 1/10DIFTED TO READ FROM TOP OF 0� W 320 VAULT. VAULT, (30"X-30"), SEE SPL #614. (I.B') GRAVEL 5, HATCH OPENING WILL BE 750 mm X 750 mm (30'130"), SEE SPL #614, 5� HATCH OPENING WILL BE 750 Hini X 750 ELEVATION iEVF -M-OF-WAY SHALL BE IMBEDDED IN' 6� IRON PIPE TAPPING SLEEVE IN STREET RIGHT -OF WAY SHALL BE Rvf13117�DDED IN 6� 'IRON PIPE TAPPING SLE IN STREET RIGI -IV "TATU)IJ OnAMT11 AD AO MlVfATTT0Vn nV OTTV nTl f�triTTTll , c- r! T? it Ili T I f. AT�WPTA'fq Aq PP.QTjTWFD `RN' CITY 6P rnTj�V.Q�Vi. qTATTONT qPP4,CIT, -AT ON 4 C FLOW PLAN VIE"A' *DIMENSIONS- SUBJECT TO. CHANGE, CHECK IVITH INSPECTOR 'FOP PLAN VIEW I- I � 5 rn X 2 1 m (5' X 7') REMOVABLE TOP 750 mm X '750 mm PRECAST IJETER VAULT —7 1.5 ra X 2.1 rnl'�x (30'130") HATCH. H20 LOADING tbo myn X 750 min — ,T PRECAST MET �R A LF (30"X30") HATCf H20 LOADfNG SPL# 6,14 QTI�T a 9ap : L No, NAIJE LENGTH ...... ... . . A OVEFALL LE NGTH 2.0 m (79") --j-11AETER -I- NIPPLE + FCA 863 inm (34 1/2 C CENTER OF �,WNLINE TO OUTSIDE OF BYPASS 438 -nim (17 1/2 D C -NTERIJNE OF MAINLINE TO INSIDE OF VAULT 750 marn (30") CENTERLINE OF MAINLINE TO INSID F, Or VAULT 750 nim (30") No. NA'NIE LENGTH .1 100 mm (4"') METER 525 rnni (21")* 2 ------------- ----- 3 el 100 100 COA mm (4") min (4") 100 mm FLANGED x PLAIN END FLANGED COUPLING ADAPTER (4'i ) GATE VALVE SQUARE NUT 300 1-25 225 rnm (12") mm (5 Mm (9") 5 100 mmXlOQ mn-iXI00 mm (474"X4") FLANGED TER 325 mm (13") 6 . ....... . .. ...... PROPERTY OW'NER'S 100 mm (4") GATE VALVE SQUARE NU-T 2251 nam (9') 7 100 mm (4") F-TANGED ILONG RADIUS ELBOW 1 90" 8 100 MM (4") BYPASS GATE VALVE WITH BANDIVHEEL 225 nain (gl) L 0, -1 100 rnm (4") BYPASS DUC-11LE IRON PIPE BACKFILL ABOVE GRANULAR BEDDING AS REQUIRED BY COLLEGE S'I'mrION ITJDO� 7, DOUBLE HARNESS MJ '�TITH TIE RODS. ALL OTHER FITTINGS, INSIDE VAULT IVILL BE F LANGE D. 8. CONTACT THE PLUMBING REVIEW OFFICE AT THE CITY PRIOR TO INSTALLATION OF COMPOUND METERS FOR PROPER DOMESTIC DEMANDS, 9. NOTCHES WHERE PIPING GOES THROUGH VAULT SHALL BE FILLED WITH 24ORTAR. 10; THE TOP OF THE METER VAULT SHALL BE AT AN ELEVATION SUCH THAT THE SURROUNDING GROUND SLOPES AWAY FROIA THE VAULT. B 57 D SEENOTE 7 V �6 7-6 2 9 A, j 1-2 a ZS ,�"E NOT" E V. \�-44 NAME 1 LENGTH A OVERALL LENGTH 1�9 M mv, B METER + SPOOL + FCA 1 M (44 1/2 c CENTER Or MAINLINE TO OUTSIDE OF' BYPASS 1375 inm (15" CENTERLIANE OF MAINLINE TO INSIDE OF VAULT11 750 min (30") CENTEIRLINE OF MAINLENE TO INSIDE OF VAULT 750 mm (30") NO� NAME LENGTH 1 75 rian (3") IMETER 425 mm (17")* 2 3 100 mm X 75 mm (4'13") FLANGED REDUCER 100 inna (4") FLANGED x PLAIN END 175 mrn (7") 300 nim (12") 4 100 mm (4"') COMPANION FL�AN`CTE 5— 100 mm (4") FLANGE 6 COA 100 mm (4,") GAT?, VALVE SQUARE NUT trim (9") 7 100 mm (4") FLANGED SPOOL 3300'mrn '12"') MIN. 8 1.00 mmXlO0 mmX50 nirri (4214*12".) FLANGED TEE 325 niixi (13") 9 PROPERTY OWNER'S. 100 mrn (4'*) GATE VALVE SQUARE NUIT 225 mm (19") 10� 50 minX200 min (2,",0"l BRASS NIPPLE, 200 (8") 11 50 ram (2") STREET ELBOW 90' 12 650 min (2") BRASS GATE, VkLVE. 13 lCOPPER TO IRON PIPE FITTING 14 -------------------- - -- - 50 mat. (2") COPPER ORBRASS PIPE 15 50 rnin,(V) COUPLING 1_6 50 min (2") ELBOW 90" BRASS BACKFILL ABOVE GRANULAR BEDDING AS REQUIRED BY COLLEGE, STATION UDO. 7.. DOUBLE HAiRNESS MJ WITH TIE RODS. ALL OTHER FITTINGS INSIDE VAUL7 WILL BE FLANGED. 8, CONTACT THE PLUMBING REVIEW OFFICE AT THE CITY PRIOR TO INSTALLATION OF DRAVONG TITLE COMPOUND METERS FOR PROPER DOMESTIC DEMANDS. :CONSTRUCTION DETAILS- 9 � NOTCHES WHERE PIPING GOES THROUGH VAULT SHALL BE FILLEm WIT]i MORTAR. 10, THE TOP OF THE METER VAULT SHALL BE AT AN ELEVATION SUCH THAT THE WATER & WASTEWATER SURROUNDING GROUND SLOPES AWAY FRO1,41 THE VAULT, JACOBS PIROJECT NUMBER ZOJECT NUM13ER T F8W96862 11161 METER INSTALLATION TNIETER INSTALT ATION INIETER INSTALJJ,��Tlo METE19, I STA1,LATION TDSHS PP A A 1,00 MM (4"') SEE 100 imn (4") SIZE min (T) SIZE 7 5 m M_ (3") SIZE DRAINING NUNfBER C-506' PRINT VATE JUNE 13,2011 9 8 7 6 5 2 0 4 3 W. w rr* �:.w C% wa mww n> 1' low 4p KcAl rm# 19M ....... ... --- - --- ____ __ __ __ � . 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Texas .fie .arum, r €� T � t f�. n, Austin t_Af ID s� cc, CL. DRIVEWAY r y - BARS @ 1 Of' E� DRAIN 9TYPE DD u r Z S r` -} WALL DETAIL WALL T iA'L SECTION Standard SUBSURFACE DRAINAGE SUMP PUMP REFERENCE SKEET P-100.1 & P-601 (SP-) FOR �) f s.� 2CU3 at rsi cx., rtaen_u. r�sn sv�accr t �ncr CONTINUATION , rtxvis�i3u AE . 1S & 3rt_r3 .,..,tri_. tFad�xte :. - irki,"1'f - CAfd7TS8: :F;Cr -.1C3 f nli Tn 3- vc iton B < k � SCOTT & WHITE MEMORIAL a. I HOSPITAL SCOTT, 8HERWOOD AND DRINDLLEY FOUNDATIONS & WHITE HOSPITAL STATION,SCOTT COLLEGE TEXAS REGISTRATION #I;- 966 2705 SEE CAVE ROAD, SUITE 390 AUS TI I;I,, TEXAS 787+46 MOON , MAYORA,S ARCRI ECTS, INC. OWNER- SCOTT & WHITE MEMORIAL 484-238-898 2400 S. 315T STREET MAPLE, TEXAS 7650 ENGINEER: JOEL R. BOCK, P.E, #98441 512.314 3168 JACOBS ENGINEERING 2705 SEE CAVE ROAD, SUITE 360 aAUSTIN, TES 7ST46 ARCHITECT. BOB A. LUNDEEN , AIA 8'17-735-7026 JACOBS ENGINEERING 777 MAIN STREET FORT t+mtl: RTH, TEXAS 76102 SCOTT & WHITE SITE - 3712 ACRES ZONING - PDD • ORDINANCE 2010-3300 LEGAL DESCRIPTION: LOT 1 BLOCK 1 SCOTT &'WHITE HEALTHCARE SUBDIVISION SaBMIT7A1. DATE: JUICE 13, 011 ISSUED FOR REVISION DATE _r R +. • .....................•,. ♦� JJ EL S K ........... KEY PLAN: DRAWINGiONAL TITLE : CONSTRUCTION JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER M96862 1,1161 Mw DRAWING NUMBER - 7 - mmm, w " mp MOWN! PRINT DATE JUNE 13, 2011 .. :: M yy',;' ..w . ... ......... y� 10 9 8 7 6 5 .4 3 2 2-1/4" MACHIL O'D, 14-0, 12" . . ....... I I 'i —r,, Typ� S SCOTT & WHITE MEMORIAL HOSPITAL '6" TY ............. P� SCOTT, SHERWOOD AND 2-1/4. L11 2" 1 L,--K -1 u all BRINDLEY FOUNDATIONS H 1A JENSION �zz j r 8 H 10-0- E X -CURB LINE 14VIIEN RECESSED INLET 1-1/411 6�" 171 RADIU — Fj i CONCNETE GUTTER. DETAJL SCOTT & WHITE HOSPITAL v G 0 VER STCHOAT PICK HOLE, 6" (TYP.) 11 **3 "U" BARS IUS ______4 6. 1 PER BLOCK 81, COLLEGE STATION, TX 41 _7 17 ACE Or CURB /A. DISSMA TOR BLOCK LOC4 7YON' mo"""" Wool", 3 24" ED vi SURFACE TO THROAT OF IN f- �O5 W _9 DISSIPA TOR BLOC WARP PAVE! EN TEXAS REWSTRATION #F-2966 /7 TV C� 6T=0p s PLAN T E F�8 �4� �C_Ot WT� �STREN��L� ?L 2705 BEE CAVE WAD, SUITE 300 AUSTIN, TEXAS 78746 *4 BARS, CAST IRON tvIANIHOLE COVER *4 BARS 121* O,CZW�- NZ, I I BOTTOM S L AB & TOE MOON MAYORAS A, G - l� .7, " '% I I - AND FRAME TOP OF CURB TOP SLAB N U11 ARCHITECTS, INC, A A I P�h) COTEREACE CO EER EA CEY OWNER* SCOTT & WHITE MEMORIAL SECT101VA-A EXTENSION 14ORMAL GUT TER LINE MINIMUM DISTANCE BETWEEN TWO PIPES 484-238-8982 DEPRESSED GUTTER LINE 18" TO 36" - 12"-APART 14, 2400 S.31ST STREET 48" OR LARGER 18" APART TEMPLE, TEXAS 76508 A 24 G 1,4 ENGINEER- mc. 3 ZINVERT SHAPIN ------ JOEL CK, P.E. #qsmi r 1,4 BARS 12" O,C.E.W� $12-314-3100 CONCRETE RLL 1-OM SLAB 7"throat opening at all SIDE WALLS & BOT JACOBS ENGINEERING inlets if possible. ELE V 4 TION 2706 BEE, CAVE ROAD, SUITE 300 rL AUSTIN, TEXAS 78746 r-ROVIDE MP-RAR POCR ARCHITEGT: SEN GLEIRIECES SEM CURB INLE T & CURB 1T"-,TL_AE4,'_r. W/ El XTE NSION OAWN� 20 LB, PIECES) PLAN 7371;7i BOB A. LUNDEEN, AIA . ............... . DI-00 COVERRACK N� F 817-735-7026 F ........ JACOB$ ENGINEERING F 777 MAIN STREET 3 16 7 /16 " I-- I . I I I - FORT WORTH, TEXAS 76102 L R YLANHu E RING AND C017r, [228-1,"�f C TE STR�ENGTH�=-:_3000 �psi -DAY CONCRETE. _�0111f R E� 24"' SCOTT s, mil 28 NGTH 300V STRE psi SECWONA-A ZONING - PDD - ORDINANCE 92010-3300 gC11 —24 ID2-04 TIETVA-A LEGAL DESCRIPTION: SELECT MATERIAL HITE HEALTHCARE SUBDIVISION TYPICAL CONCRETE HEADWALL SCOTT & W E X MATERIAL CAVATED rtROM THE DITCH, WIHICH IS FREE OF A h l, FLOW (2) 3/4" DIA HOLES ROCKS, LUIAPS, CLODS, Or DEBRIS LARGER THAN TWO (2) SUBMITTAL DATE' -ROD .. 1 .. ..... JUNE 13,2011 COMPACTED TO A 4 L INr, FOR RE MAIN INCHES IN THE LARGES T DIfvlENS;( —COMIPACTED CEfv`IENT STABILIZED & ENDWALL WITH WINGS �4 2'* MINi, C DUM NO� `4N11M OF 90Y OF MIAXIM�UM, DENSITY AS. DETERMiNED BY of UNIFIED Cm OF Cou=,5MRON U M CS SAND, 1-1/2 SACK/CY (PUGNIILL Cru OF BPYA-N JAM.2009 STANDARD DETAIL 03-00 ANDARD) AT A MO�STURE CON I ENT WITHIN mm FOR RF-VISION DATE ASTM D693 (ST E L SPADE BY LIFTS INTO E Ot�,ILY, -1/ OF QDTIMUM ON- S T R U C T U R Al. OPTIMUM TO UNDERI' PIPE O�D, _NTS�) AND TO A PLACE, TO FILL ALL VOIDS AREAS (ie..,YARDS,: PASTURES, FASENIE 0, D. 6" "ROUND PIPE. MANUALLY S N MANHOLE L (2) 3/4" _STD, CAST IRO MINIMUM OF 98/ OF MAXIMIUM DENISITY AS DETERMINED MIN.) Mitl�l, 31 CONSOLIDATE AT OPTIMUM COVER AND FRAME BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN SQUARE MOISTURE, PMAT, �30" DIk CWOSSST CTION OPTIMUM TO ?14/ OF OPTIMUIAI UNDER FUTURE STREET AREAS. v',,,I FLAT FACED GOTHIC PE MUST DESIGN T RENCH DETAIL \w/APPROPRIATE CITY TITLE SITE SPECIFIC' FOR HDPE PIPE, ___-O-D, 6" 14N, 8 N1 I N 12 MAX, THE TRE-NCH 801'TOM SHALL BE,� 114 BARS 12" O,C,E,VV-,\ r-6" TOP BOTTOMI SLAB DOW T t I OF YAH HDPE PIPE IS NOT TO PE T A DRAINS TO A GRADED So AS TO PROVIDE UNIFORM IOLLUTE USED UNDER PUBLIC STREE SIDE WALLS RIVERS TINIJOUS 'SUPPORT FOR THE j PAVEMENT AND CONi PIPE BARREL BETWEEN BELL HOLES. 7 ILI CE%4EINT STABILIZED SAND AS NN WAYS - . ' f (I LARGE tvIOUT 10 A.1-viINIMUIA WILL AL r� BE D D H BASS LOG -'T 7 REQUIRED. CED' GOTHIC PLACES 0 11 F (2 FACeD G BED D"ING ANT""' -,�EIN` 3/4" LA TRENCH FOR P C 3" MIN� Ek H, SIDE: SIDE, WALLS C, -NCRLATE 11-luE A,_-4 BARIS, 6" 0,CIE.'41, CITe OF COLLEGE STAT 4 LON TOP & BOTTOtOSLAS A DIDN' � Y-� ��A DRAINS To POLLUT'E. q, SECT101VA-A NO BASURA RIVERS L-112 11 FLAT FACFD G,0 T HIC w/APPROPRIATE -61TY TITLE STORNLSEWER TROUT' LOGO JUNCTION BOX. PLATE DI-02 DI-05 C Af ? ......... ....... ...... JOEL R, B r.................... < AW AS REQUIRED AW low x z N, NN N'N 1; 7EY_P_L�AN,' X \1y, 7 8 PVC INLINE DRAIN v GW IRON GRAIE-VULC94 V-4890-1 Xz Vil LIGHT DUTY DOMED HEAVY DUTY GRATE OR APPROVED EQUAL GRATE EQUAL TO cj� NYLOPLAST INLINE "J DRAINS. INSTALL W — 4*-0" x REDUCER IF REQUIRED. B— CHWFM ALL EXPOSED vz 6' SQ. POST EDGES 3/4' B EA. COR ER V "v, #4 EA. POST ALL r-CONST. JOIfff F(Typ.) X SIDES (m) z yz IXI x� (rlp 4 'N 4 THICK �:�N V' I E'%�'1 L-E-NFRGY CISS!PATERS ROCK CON RIPRAP2 4)—OA" S!NGLF PIPE RIP -RAP SEE LAYOVT PRE -CAST A SHEET FOR DIMPISIIO� UNIT \> 2'" r �VARIES (TYP.) V-3 To NOTE-PRE-CW UNITS REINF, 6" MIN 2m IF'" # 6 7 'A MUFACTURED. BY DALWORTH -oni WWM to #4 n 1� : "I DRAWING TITLE W'm ��SEE GRAD44G PI AN Change fI FOR FLOWLINE bars 12"EW acceptable BOTHWAYS (Typ) URSEr OR APPROVM EQUAL F, I r", $1 CONSTRUCTION I ", 11� \ \ i '12" at west side of CUP, 36%V' MRIL GROUT f L_ _0W 4 —0 1211 DETAILS -DRAINAGE SECTION 5EMOR PROVIDE GR. 60 RIENF. W/4000 PSI A=A __/ — — — — — — — — — — — NOTE. CONC. FOR H20 LOADING. (PRE -CAST UNFS) JACOBS PROJECT NUMBER TDSHS PROJECT NUMSEP F8W96852 FOP PIPE SIZE IS L 1 ECP TURNDO S�E LAYOUT EET-l' ENERGY. DISSf-ATERS ROCK A A R; DRAWING NUMBER RAP SEE LAYOUT SHEET FOR Dl��AIIENSIONS SECTION 4—SIDED AREA INLET SLOPING CONCRETE HEADWALL 2X2' AREA.INLET DETAIL AREA DRAIN U-50" N.T.S. NTS NTS NOT TO Scu PRINT DATE U_ I JUNE 13,2011 - - - --------- -- - -- Anilv 10 9 8. 7 6 & 5 4 3 2, Im A1111% m_& m a 0 m ft"I'M W-111. mr,"I9 Mmn M . ........... a Mv, T S 10 9 7 6 5 4 3 2 SCOTT &WHITE MEMORIAL U HOSPITAL 2-1 SCOTT, SHERWOOD AND %P N 8 �Q BRINDLEY FOUNDATIONS H c 'I ".:CESSED MET 31-A' DA H:P-!;"S 0114 R"r- FOR Rr�rci'l CIJ Viol, 4" Ir 15 H !"r or - rp SCOTT & WHITE HOSPITAL 4— COLLEGE STATION, TX 7 lk A UE, %'�4 A N'G 111 AY, ....... ................... U I E 8"L T f,", F: 'Ob",LL TO BE CON SIR U111 T E 0 AT MONNING & END OF CONCRETE S =.)x, 1 4 C4 Oil CH.A.MJEL 6k RIr-RAP S�CTIONS, TEXAS REGISTRATION #F-2966 2705 13FPS CAVE ROAD, SUITE $00 AU$TIN, TEXAS 76746 7E M"A FACM rXITHIC 28- DA ODNCRX' Ar-'p MATI r:ITf TITLE -m f5! q G'T QJ), 4, r '30 11 MOON, AY00A,9 G . . . . . . G ARC f i I C'f Z SQU AR, r Y 9kYAF,, A DRAINS THiCKNESS 3 in, SEE NO HA'SURA, D SiGNATED ON P�,ANS EXTENS' — - — - PL41NF S 28-j1AY #3: BARS 0 19" QWNE%� % LAFGEE t0OU1H BAS,S LOGO ----z SCOTT 4i WHITE MEMORIAL MOW 41 A NORMAL WON 6 -2384982 484 2400 8.31ST STREET OR ASS N ,Q BAFjS 1 yC�p SLAR INS TO 'A'ARP FWVEME�41 SUPTAIC.- ............. x/4" FLAT' FA(10 (,-UD, TEMPLE., TtXA$ 76508 JOEL k VOCK, PZ #98441 6 512-314-3100 HEIGHT V 'D ACOSS ENGINEERING GE. STATION F)ON'T 1: A 2705 BEE CAVE ROAD, SUITE 300 A, P FAA", IRON MAtlHOLE COVER A DRAINS TO F AU$TIN,:TFXAS 78746 WHIP HOLE 1/3, HE��T F `0�p �)F` GUM MCI FRAME acv,_ T%1P S! POLLi I TE I NO 13AS1JRA RIVERS M; EACH SIDE s" ss�bE. WALLS ---77fo74,1 ---- -- -------- --- X TC N S's ()4,1 11. t-4017MAL GLITTrR LINg' m 1 /2" FL��'VT GDTHIC FORMAL SUBMITTAL -JANUARY 18, 2011 for, P CITY TITLE UPDATE SUBMITTAL - FEBRUARY 17,2011 r ZONING - PDO - ORDINANCE 92010-3300 OM MAMMAL 0 f T OM r3L E ViA - -, I n i, ", mr LLS �k 6 As ELEVA 7 YOAT E SINGLE RECESSED CURB INLET CONCRETIE RIP -RAP A. IM150 FOR REVISION DATE M, <�*_N ISSUED FOR SITE SVEWa rrAL 01flAiMl & CURB INLET MEXTENSION STORM. SEWER JUNCTION BOX TROUT LOGO PLATE ............... ............ ........... A T VSHS - FIRST PACKAGE �WIE 14. 'rof V DA I �_- iL 131cs UNIFIED -mn, cbmy BIG$ VNIMED 'aQ �Qmw Rtwrm" cwrw Ux 0 i I 811cs Cb S Gm 0� bn.Y21011� ItMROMS1014 IMPROMA5NT MAN -UPDATE 010mll cErf or J�m "?� L.STANDARD DETAIL Crry or JAN.2009 STANDARD DETAIL'� ,JW, 2009 STANDARD owmm 01-00 JAN.2009 1)11 -02: 1 b YAN JAt4. 2009 STANOARD DETAIL DI-05 D2_01 a�,4? A- . . . ....... . . . .... 3 0 4 04MV2nil PLANAIP ATF RF1 confirms trout logo plate only needs t c -flets on the o b provided @ stormsewer ir pUblic subdivision. D 12" r6k 61�7�;�T&Ra -AR UAIR� Di�-D, 'S I F P A R G SARS 5 6ARS k BARS 8 4RS &_-0r i C S C: G flp, 'A AT,- _Ly _11" k_� .�jal R A F� R 0 K K1. 1, 1 p.n. 6� x Fj R 0 A R S A - k T 0m T; 7_7 "11-S'ARS E L4 7 11117,11- T ARs A,� iARS-, #1 h\\ &A RS ARE 6 S11 14- ER ":5- -71, &�, ", � - 1. �,, - S MATE IAL, 0 > MATFIAL EXCAV'ATOD FRCIA 14 DITCH, LYSSIPA 7TV, BLOCK LOCATIOvY 0_1 EIERR1151 LARGE A —lot NXININ I IN, QF 11'1' c4; NJAX#sj�,_00 Q Ir T'� Pn X 8�4, 7m X10M H, A,� c A T M Q�� 3 T U R Z Q, I w '40 %4 Of QMWUt� UNLN.'_� A_ 0 �t'j 0TY R E A AST 5, E AS M E N I A PIPF O'D., AND TO A WN;6L.4 4 g, 13A. s r AS DETERMINED 8",' m �9 LIN U f"I U", OF OPTI .4 F FLIZJRE, STRE AT A MO�SVJRE CO" 1 r VA (HIM Qp,rm�um JOEL R UOCK, 4/ .0� ARFAS. _3� #4 BARS 12" OX" 'i"" C, NOTE$� .R& RS & TOE WALLIS, BOTTO4,11 Q '3HALL BE CTIM,51FEREU a I lk 1.y 2 RE -IFORCING I tQ M L SHALL OE A � H tI", - COWPACTEG ?'MF� E1,T ��TABIIIZEO F,� A 1, 0- ARS 2` F A C PIPE 1 SAVO I PUVALL q An SHALL BE f3RAOED Sil% A 1E AS TQ FR,,O1AQE Miror4J 10, �:'TTS, JM KEY PL44, F T RETE' M_Iz� k OR VI.F I- , 'ALI_ S, VC PIF�'F ��!A'40AU'�,Y PAID PIPES BETV�TR4. BELL (:,00$000A X AT OPDOROM h 4 nM E N FOR THE P�PE UAR It _Nr IANG-E, -HEL tl�IwImm suPrDwr TO FI; q, ........... Mii'�4 NI TC� I' AP A, TURE 7', 14� R MR -S 1,3' j'w"d yLl �1. 11 1. 1 �!V� MA',K, Ikk 4 >1 1% �11 FF-, MUST OE��CN 'REM�' DETV�'_ I Tc Spr �111 'R HOPE 6� 0it `�L B N + USED ME' PUBLIC STRUT P1. -A -BARS F-,, a >ARS e HOPE PI E T-10T TO BE. B -IN UL ------ - BAR PAVENII�N:f, -RAP ROCK SAND AS PPOV,VE F;P 6, A IV A �,�,�u_ ALW,��,`fS BE S E �Rs x R�' AN 11 A BARS 7i-_Z1 1,J "S Nk > S 6 u�l.. ..... ....... ___,j ................ .. ... .. ...... I -er' DRAWING TM.E Sf yy( _I SEmaVAA 4, PTA Ar TAIE1 Tr CONSTRUCTION .. ......... ......... DETAILS-DRAIINIAGE TYPICAL C(AMCRETE HEA DWALL CONCRETE HEADWALL REDDING ANQ TRENC" F0`R 1 DSHS PROJECT NUMBER 0e, JACOBS PROJEC, T NU W� R Elm"I'DWALL WITH WINGS FOR 2 PIPES REINFORCED CONCRETE PIPE 'A F8W968S2 11161 A MIN CTn' (�F &�YAN (,Iny;)f F 03L 2 A' i DRAVYING NUMBER AN. 2009 STANDARD Or -TAIL D3.00 JAN� 2009 STANDAtIO Of -TAIL I 3AT4.2009 STA' -0 0-0i MARI) DETAIL (N IRA&IMP, 508 . ..... ... .. an, ACO J 4T PRINT CATE APRIL, 13,2011 - - ---------------- mm mym IV P 5 4 7 6 Kf% 1 10 8 10 9 8 7 6 5 4 3 21 FACE OF CURB 6" SPILL GUTTER WHEN PAVEMENT 1\ JOIN I T SCOTT & WHITE MEMORIAL LlfiliZC`� u-bar SLOPE IS AWAY FROM CURB HOSPITAL SEAL44T reInforcomerit for 1 1 /2" SATTER SCOTT, SHERWOOD AND. the island curbs 5 1/2- Hassoc�afod BRINDLEY FOUNDATIONS i , A with 24* H all privale REFERENCE CONCRETE irnr)rove�rnent CATCH GUTTER WHEN PAVEMENT FIN. FINISHED GRAD PAVEMENT SECTION park,ing areas. SLOPE IS TOWARD CURB TIE BAR 5-30 LONG RIBBON CURB SECTION 0 .30'*C. TO C. Ref RFI attach, for details. SCOTT & WHITE HOSPITAL SEE DETAJL. "B" GUTTER LINE GRADE CONTROL TOE OF COLLEGE STATION, TX LEVEL 10 -3/4" GUTTER r7 Lg (0 (0 L-BAR Z NOT REQUI 4 BARS TEXAS REGISTRATION, #F-2966 CP�NT. 2705 SEE CAVE ROAD, SUITE 300 / `00 4', , ro 4 ED AUSTIN, TEXAS 78746 #4 BARS MOON - MAYORAS G D I G .,0 24- O.C. ARiOHITECTS, INC. 12" MIN. 2 4, #4 MRS CONT. SPECIFIED 1MVIL. OWNER: 7** 11-5 SCOTT & WHITE MEMORIAL 1. WHEN THE CURB IS TO BE CONSTRUCTED momjTmALLY OR INTEGRALLY 84-2 8 9 A &N WITH THE SLAB, DELETE THE JOINT AND TIE BAR� 200 S..31ST STREET TEMPLE,TEXAS 76508 Mg RN RIBBON CURB DETAIL ENGINEER,. JOEL R� BOCK, P.E. nM41 Use Ribbon Detail ST'1-03 on Shee C-511 (Squlj'T6�Call RIGIDPAVEMENT WITH CURB AND GUTTER 512-314-3100, -STANDARD -CONCRETE CURB AND GUTTER public 'and private improvements. N.T.S. JACOBS ENGINEERING N.T.S., 2705 BEE CAVE ROAD, SUITE 300 AU $TIN, TEXAS 78746 ARCHITECT - BOB A. LUNDEEN, AIA EDGE OF EXISTING 817-735-7026 REF PAVEMENT F BITUMINOUS PAVEMENT JACOBS ENGINEERING F 777 MAIN STREET WORTH, TEXAS 76102 SAW CUT AND TACK COAT CURB AND GUTTER 6 EXISTING OIL PAVEMENT REFERENCE CONCRETE REFERENCE CONCRETE SCOTT & WHITE SITE - 37,12 ACRES TACK PAVEMENT SECTION PAVEMENT SECTION C REFERENCE ASPHALT OR CONC PAVEMENT SECTION PRIME COAT "WAlftw1m EXISTING ZONING - PDD -ORDINANCE #2010-3300 BITUMINOUS NEW CONCRETE PAVEMENT LEGAL DESCRIPTION. LOT I ELOCK I ------ -- ----- SCOTT & WHITE HEALTHCARE SUBDIVISION ......... ............ ......... EXISTING 12 SUBMITTAL DAT Ci UNDERLYING MATERIAL JUNE 13,2011 At E EXCAVATE EXISTING MATERIALS ISSUED FOR REVISION DATE REMOVE EXISTING MATERIAL EXISTING UNDERLYING MATERIAL TO A NEAT LINE AND PLACE N N CONCRETE WITHOUT A FORM. MAx (TYP.) G) REF. PAVEMENT SECTIONS 30-0" REF. PAVEMENT SECTIONS THICKEND EDGE NEW FLEX., PVMT. W/CURB/GUTTER N.T.S. jUNCTURE OF NEW FLEX. AND EXIST. FLEX. PAVEMENT _4UNCTURE OF NEW RIGID & EXIST. FLEX. PAVEMENT- D N.T.S. Crushed Lin-iestone REFERENCE ASPHALT In Lieu of Grass in. TACK COAT PAVEMENT SECTION Terracel Vegetated GRASS REFERENCE ASPHALT Loading Suppwt NEW CONCRETE PRIME COAT sy'slon NEW CURB GUTTER PAVEMENT SECTION A \y 2" TOPSOIL — - - ------- 7 'x FINISHED GRADE 1�1.1111-01/ � \.11 0--` No Geotextile Fabric Unde;l 4 0 IN -ieot( any Roadway, G :�ch PRIME COAT SAW CUT AND TACK COAT A 'N OGRID ECA20 j 121 P1 F NIR n.� EXISTING BITUMINOUS PVML x Repo�l Governs Pavement 'j N TACK 'COAT 3 \xxxx__ Requirements. Geogrid x Requfted Under TerraceH N, GEOGRID .12" r.-I" Load Support Use Ty 2;0,00 ;hz �8 CRUSHED LIMESTONE or, A C EXISTING bwed on 0 UNDERL)ING N man, Ut ac [�1. �e f's MATERIAL. X, \'IN \., r f -� c., om m e P. d a V o n ........ ...... ...... TERRACELL LOAD SUPPORT. DETAIL x 7- Ref atietched JOELR.BOCK 39-00 3*-0" NTS .... I .......... .......... 1% 9844 THICKENED EDGE THICKENED EDGE ---- ----------- - REMOVE EXISTING MATERIAL k /ONAL oil tKIEDGE OF 131TUMINOUS PAVEMENT KEY PLAN: q �W,p, �u B r7 B pq J.. NEW CURB & GUTTER ABUTTING, EXIST.I....-FLEX. PAVEMENT JUNCTURE OF.NEW FLEX. & NEW RIGID PAVEMENT N.T.& JUN 5 N�T.S. A/E approves 15'joint spacing for all pavements/ REFERENCE GEOTECH., REEORT NO. 4 13ARS 0 18" O.C. EA WAY—DI-1 RV 1C, E 5 ,4 FOR SPACING PACING & SIZE NO. 4 BARS 0 18* O.C. EA WAY—DI--2 on the private site, including helipad 1 PLAT ILED: JOINT SEALING NO, 4 BARS 0 18" O.C. EA WAY—DI-3 NpVS- (FOR CONCREJE PAVEM DRAWING TITLE - COMPOUND ASPHALT M JOINTSEALING COMPOUND VER�, CAL. S T T '(DI-1 LIGHT DUTY) 1/4' WIDE AW CU RUBBER CONFORMING PREMANUFACTURED EXPANSION JOINT PUTE ',*.-';,'V,''''. � ; V , , , - 5 TO ASTM 4 CONSTRUCTION T 6"(DI-2 MEDIUM DUTY) JOINTING AND SPACING SHOULD CONFORM TO THE AMERICAN CONCRETE INSTITUTE GUIDE FOR DESIGN RUCTION OF CONCRETE PARKING LOTS, ACI REPORT 330, PER GEOTIECHNICAL REPORT AND CONST DETAILS -SITE 05 T 7(DI-3 HEAVY DUTY) .... ... PREPARED BY TERRAON. No GeolpxVIe abft; U 04 Utilize percent hydraed linle for a-fl y n o. a cj wa y, G e,,- e c, h an taulize! .11 aefi-vities ass, clated VERIFY JOINT SPACING AND REINFORCEMENT WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. fir 0 lime st tic gg7 velti W with Unnamed Road. miaintain testing JACOBS PROJECT NUMBE7 Report (3civorn�,;:, lent mpe Requirements. Geog�id req RF1 241, F8W96852 11161 _EN 6" TREATED SUBGRADE 7 DEFORMED D w0red Urlde� rraceli Rea �:A A R F 141 utilize 7,% lime trealed subgrade E91m. Locid Support DRAWING NUMBER 1tE1Q&S?_QNIRQL jom i3/4' PREMOLDED EXP LOOSE FIT 26 GAGE Under all Private site plan REFERENCE GEOTECHNICAL REPORT FOR COMPACTION SPECIFICATIONS. JT FILLER TYPICAL EXPANSION JOINT avellmn"s STEEL TUBE OR HARD NOTE -'REFER TO GEOTECHNICAL REPORT BY TERRACON (AUGUST 27, 2010 FOR S_IT'E PREPARATION & .*-509 PLASTIC PAVEMENT RECOMMENDA'nONS. PAVEMENT PMED IN CITY RIGHT—OF—WAY OR EASEMENT MUST BASED ON THE GEOTECHNICAL ENGINEERING SURVEY PREPARED BY TERRACON ON AUGUST 27, 2010. ALSO MEET CITY OF COLLEGE STATION MINIMUM PAVEMENT REQUIREMENTS. CONTRACTOR SHALL VERIFY PAVEMENT SECTION WITH TERRACON PRIOR TO CONSTRUCTION, PAVEMENT JOINT DETAILS CONCRETE PAVING SECTION PRINT DATE JUNE 13,2011 NTS I NTS 'A A�Iil 10 9 7 6 5 4 3 `1� 1 0:1 1.0 V, B21, . .... . .... X % 10 9 8 7 6 4 3 2 A Q i, jz::!,,J: E Q 8 E A R I N 3 Q R A Q E, ................. MANHO 1�lj s SCOTT WHITE MEMORIAL HOSPITAL 6ly MMTES- SCOTT, SHEMN100D AND 4�—o K, 7 /1 (71 2-1 BRINDLEY FOUNDATIONs H �>if.,vrm cxpos.,'. H /4 '3 'mr -4 ,,4 EA. t'O�- J03111T F t SCOTT &WHITE HOSPITAL 4'— (3'�' TIM? SE41c, TIOAT PICKI-101—,Ef DE4 TAIL, COLLEGE STATION, TX 2" VAPlE"_, J L #4 Q, 12 g0" DTHWAY3 fTYP,) c Imp MT. SL J7 TEXAS REGIMATION 0-2966 t3 3'— 0 JiK= 1 4'— 0 1 2705 BEE CAVE ROAD, SUITE 300 K AUSTIN, MAS 76746 `7 f S i R Url U RA FIE( D- PRr T(" L _CAS'l* CQ G G I D Ei_,) REA INLET 4-- ........ APMHI �fCC �a 48,5-','� D I A /'V OWNER: C'0 T/74:1? _PA i(,T-,t,, C, 0 VTX TIA' CE,' SCOT7 & WHITE MEMORIAL 4 -238-8982 84 S. 31 ST STREST TtrApLE,,'rE)(As 76sou, 0 f"I I F p box ENGINEER: A JOEL R. BOCK, P.E. 0844. A; $12-3144100 JACOBS ENGTNEERING 2705 OVE CAVE ROAD, $UITF- 300 % F F AUSTIN, TEXAS 78746 NOTES, /Y SC07T & MITE SITE 37�" ACRES OP EXCEED, THE A$ITM 47!�� 'L f,:lAMl0'C W."�LUS, TOPSi CONES AND BASE S C-5D.WS 1;i'U_ tu 21, 1101114,1- 00Nlrll17_.r'Ti0NS TO BE GASKETS CONFCIR!,Jl� G TfD ASTIA C 43 3 REOJ ENTS. 'T (RCRC) Tl RE tAIH�' 'A EX2��,Eo AsTM FORMAL SUBMITTAL - JANUARY 18,2011 3, AS NUM 0NI THE I-IM,1G, REft',,lF0lPCF_D ',�Ull,VER 0 S T A I �% 10 A' R E -.'S: UPDATE $UBMITTAL - FEBRUARY 17,2011 4, A�- M`37M. ON' THE PRECAST RCSC, eEU� �0*"S� N"M �PE. 0M-L 6F RFQUREG�' C10 T�11? 13A c-I'lic PZN(� ANAD' C"'ILR 1�'� T,_ H.��Q RA'00 AM) Mrf DETAIL. ZONING - PDD - ORDINANCE #2010-3300 4 1"ER A("C'E", 'DI S YLINDE AND" CONER A NNE"'10N DE TAIT I'OB '""A CUL 7E RT C' ............. ................ E ISSWO FOR E . N r s NTS l$'SUED rojq SITE SLjaL'M;rAL TV$f43. rKST PACKAGI! SIUMNIS)ON MM,0VEMEW PLAN,UPDATE I 014MMall SITE M"-UPDATS 3 SuSvpmmu impRovr_mEu'r t',LAm_upoAl'c_ 4 04)0112011 D D c . 14, 'K JQE-L R SOO q8441 lo, 't KEY FLAhk 3 13 B DRAWING TFLE CONSTRUCTION DETAILS -DRAINAGE 11c, 1,77 -18 M _*0 IMUER lar 7 JACOFS PROJrz T ijL ;T M� A DRAWIN'S N.6s%M:-R A KI CHRL CORTRACTORS APR 15, ZO 11 U-509 BRIA.M BOWERS PRINTVATE APPJL 13,2011 ........................... ........... ... ....... 009~9 low'. ........ ... ... ... ... .... ...... .......... r�-o r2b P71-1,11-11 n, fur r#-4 F �'O k" 5 3 8 6 4 10 9 7 10 9 8 7, 6 5 4 3 2 ............ SCOTT & WHITE MEMORIAL HOSPITAL 61, OAP SCOTT, SHERWOOD AND ,H BRINDLEY FOUNDATIONs H SCOTT & WHITE HOSPITAL SEE LAYO 1/2" PREMOLDED EXPANSION JOINT FILLER TO BE PLACED PARALLEL WITH THE COLLEGE STATION, TX LONGER RUN OF SIDEWALK 1/2' PREMOLDED iSEE LAY6UT PLAN/ UFTER FLOW UNE wo EXPANSION JOINT FILLER CONTRACTION c z OF CUR JOINTS CONTRACTION JOINTS TOP a� 1 �� 1, * T 11 , , I _XAS REGISTRATION #F.2966 TF LONGER RUN. OF SIDEWALK 2705 SEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 70746 t -------- I j I Y 0 �RA G G ECTS. 1,4C A �RC H I �T fn OWNER- SCOTT & WHITE MEMORIAL 484-2381-8982 2400 S, 31 ST STREET _IEE INTERSEU10, TEMPLE, TEXAS 7008 ENGINEER; JOEL R. BOCK, P.E. #98441 THE MARKINGS OF FIRE ZONES MUST BE RED WITH WHITE LETTERING READING. 'FIRE 612314-3100 JACOBS ENGINEERING LANE/NO PARKING/TOW AWAY ZONE' . FOUR INCHES IN HEIGHT. THE LE17ERING SHALL BE 2705 SEE CAVE ROAD, SUITE $00 AT INTERVALS OF 15 FEET OR LESS. ALL AREAS WHERE FIRE LANES ARE REQUIRED, BUT AUSTIN, TEXAS, 78746 NO CONTINUOUS CURB IS AVAILABLE, SHALL BE MARKED WITH ONE CONTINUOUS EIGHT INCH RED STRIPE PAINTED ON THE DRIVE SURFACE BEHIND THE PARKING SPACES AND ALL ARCHITECT - CONCRETE SIDEWALK INTERSECTION DETAILS ADJOINING CURBS. RED STRIPES AND CURB$ WILL CONTAIN THE WORDING "FIRE LANE -NO BOB A. LUNDEEN, AIA, NTS PARKING -TOW AWAY ZONE" PAINTED IN FOUR INCH WHITE LETTERS. 817-735-7026 F JACOBS ENGINEERING F 777 MAIN STREET FORT WORTH, TEXAS 76102 -,FIRE LAW- STRIPING FOR CURB/CURB ENDS SCOTT & WHITE SITE - 37.12 ACRE$ NTS ZONING PDD - ORDINANCE #2010-3300 LEGAL DESCRIPTION - LOT I BLOCK I SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE�. /-GENTERUNE OF DRIVEWAY JUNE 13,2 011 E REFERENCE SIGNAGE PLANS ISSUED FOR RMSION DATE E� FROM JENKE DESIGN MPS PER PLAN 40 10 o" R�MP UP tip 5% SLOPE Ow DIA 2 COATS OF j 4" WIDE z CURB RAMPS W/ TRAFFIC PAINT C_ PAINT TRUNCATED DOME 7 10 '**��STRIPES FINISH PER DETAIL ON J. (WHITE) THE NEXT SHEET D D 4" WIDE PAINT 11-10* WHITE KFLEC STRIPES (WHITE) TRAFFIC PAINT 4" WIDE 2 COATS WHI rE PANINED TRAFFIC PAIN PAINTED UNES ACCESSIBIL" SnIBOL (WHITE) wo DRIVEWAY TRAFFIC FLOW 4 ACCESSIBLE SYMBOL NTS DIRECTIONAL ARROW DETAIL NOTE., SEE SITE DEVELOPMENT PLAN N.T.S. FOR PARKING DIMENSIONS & LAYOUT ACCESSIBLE STRIPING -PAVEMENT STRIPING DETAIL NIS NTS; c c -- ---------- JOEL R BOCK o-* ............ .. ... lx� 7 7 T�7 , m 7g f A KEY PLAN: CONCRETE DYE COLOR WK BACK OF CURB w FLEC HITE RE TYP. PAINT 4 IS A F ----- - ---- -------------------- A D MA&WNG 7, 4N',"12 , E zom , - 1_112 fli - RE,;L -ow P mvawr I J 's- 'JUN 5 zoll I d' VRE�, E. NG-PAR',- K-ING TT ZONE: STOP 13AR f EVELOP `,fl R\f US 1 tAl, Fit I') k oqumw !ok �,Aiqvq "AVA, STAMPED PATTERN TO < DRAWING TITLE BE HERRINGBONE. CONSTRUCTION DETAILS -SITE 81 . . . . . . . . . . . . . . . . G 1111"olowl", moil olo - ------------ JACOBS PROJECT NUMSER TDSHS PROJECT NUMBER TYPE 2, WORD 25.433 ft. 4., FSW96862 11161 0 21 7 7i��_,�`-`J !77- A A DMVING.NUMBER TYPICAL PAVEMENT MARKINGS . NIS 5 10% -CROSSWALK STAMPED PATTERN FIRE LANE STRIPING FOR AREAS WITHOUT CONTINUOUS. CURB -------------- PRINT DATE JUNE 13,2011 10 9 8 7- 6 A 5 4 3 2 A C% V-Jl III ETmr 1� �l 1� ll� . ..... or P nk�,k F." IN V, .......... . ... . . . ........ ....... ........ . . . ...... ..... . . . . . ............. ... ................. 10 6 5 7 4 3 ...... ....... NIP*" No, 4 vertical dowels in 0-- CURB ----------- various locations along N. Medical Avenue did not --s'Pul rwrtER WHEN rAVE�ALNT SCOTT WHITE MEMORIAL JOINT exhibit sufficient SLOPE Is AwAy rRom. c HOSPITAL projection above the top -A St LANT of concrete or were not SCOTT, SHERWOOD AND W, [�RJNDLEY FOUNDATIONS H R ---------- - - - placed in a manner to -iiev 4K �Adl acl e suff icient REFERENCE GONCREETE TS PAVEM ENT S FINISHED 'nE BAR #5-30" LO14G CATCH CUTTER WHEN PAVEMENT concrete cover. In these FIN, G AW, _!iLOPE IS TOWARD CURR locations, installation of RIBBON CURB SECTION x1t, To C. replacement dowels via SEE OETA SCOTT & WHITE HOSPITAL the drill and epoxy IL "'a TX UNE GRADE CONTROL V, T utilizing Simpson Or- OF COLLEGE STATIO.N /1" Strong -Tie Anchor LEVEL -4 G System is to be utilized. 7"' N BS "S TEXAS REGISTRATION 9F 1 #4 BARS Cp N T, 270S REE CAVE ROAD, SUITIE 300 AWTIN', TEXAS 78746 P NAS IWOON - MAYQ9A$ #4 W G G 0 240 O.C� �_.: '1�1 ARCHITECT5, INC� 1 12"' MIN. 4 RFI SPECIFIED �W"L RARS CONT. 023 WHEN 'RIE CURB IS TO BE CONSTRUCTED MONOWTHICALLY OR INTEGRALLY L-Bw Not Required 'WITH THE SLAR, VIELETE THi� JOINT AND TIE BAR. OWNER: _rAI L L RIBBON, CURb D' SCOTT& WHITE MEMORIAL AND WTTER 484-230-802 C U F" B T E i F�) P RIGID PAVEMENT WIT! 2400 S� 1i $T $TMET 'dDA.F 1) C0�,,1CJ_-,,`.E D G J Use Ribbon Detail ST1 -03 on sheet C-51 1 (Sub) for all SI-Al k_.) A FIFI# 32-Q public and private improvernents, TEMPLE., TEXAS 76508 JOEL R. BOCK, PE� #98441 512414-3100 EF� PAVEMENT EDGE OF EVSTIING JAC0133 EINGINEEMNG 2706 SEE CAVE ROAO, SUITE 300 F BITUMINOUS PAVEMENT AUSTIN, TM(AS 78746 F CURB AND GLITIER __1_'SAW CUT AND TACK COAS SCOTT &WHITESITF.- 37,64 ACRES REFERENCE OONCRM REFZRENCE CONCRE�E EXInNG RIM PAVEMIENT '�._PAVEMENT SM'TION PAVEMENT SECT1011,11 FORMM. WSMITTAL -JANUARY 18, 2011 TACK EX ISTING UPDATE SUBMITTAL - FEBRUARY 17,2011 RVEFEREENCE ASPHALT COAT Z. BrrumlNous IP -:7 NON CON(MM 4 PRIML COA ZONING PDO -ORDINANCE 92010-3300 OR CONO PAVEMENT SECTiON 7 A UNDERLYING MATERIAL 7// X" lssvEv �CR IRE foN DATE E EXCX)ATE EXISTING MATERIALS E TO A NEAT UINE AND PLACE IS SSUED FOR WE SUBMITTAL RF-MOVF- EXI'.STlNr, MATERNL EXIST�NG QNDERI:flNG MrERIAL >> CONCREI E WITHOUT A FORM� TVSHS -FIRST PACKAGE PAVEMENT SEE!CTIGNS ZUSDIIIASION IMPROVEMENT PLAN-UFOATE THICKEND EDGE WEPLAWUPDATE 3 0311712011 jo REF, FAVEMFNT $FG-uQNS T IMPROVEMENTIPLAN,UFDAM 4 HW1201 IEW Fl,-'L—.X, PVMT. k1V/ (-'I J F7'1_3 G TIT F-_` % i `4 X, P A \/f[:_J.V1,E t"d E W I I (" I "I" Fr), E FL'-X, PAV'MEI�]T J1J!\,JC;TI RE F1,_EV AND FXIS R-1. 1�,,d E W E X T . ........................ ........... D D REFERENCE ASPHALT —NO 4 BARS 0 18" MC� EA WAY-Ut--3 PAVEMENIT SECTION L TACK COAT pi REFERENCE ASPHALT NEW CONCRETE PRIME COAT NEW CURB GUTTER PAVEMENT SECTION 4'"' Hie I 7 T 8"(DI-3 HEAW DUTY) 411 > A I INISHED 061 PRIME COAT SAV CUT ANO D'�CK COAT N, ic Under MO 6% Scott & Whiit, D, No Geotex6le Fabi. Dece' lane: Nfir, 6- TACK COAT V any Roac. -vvay, Geotech Report Gomm Pavement V' TRCATED SU[3(1RADX N BITUMINOUS P EXISTINO 777 Requirements. Geogrid A Required Unde� 6"Treated Subgrade- to indude V,�e following % I wdrated lirm EXISTINO Load SupporL UNDERL RF) Medical Avemue,� Min. 6% 1,35 MATERIAL lealing %Nay: Min. 7113/,� Joel_ ft.W�CK Z Lra�,eway Dr,: tvfln, 51)11(1� X "441 PAVIN(__� SECT101"�,! THICKENED EDGE THiI.DVIDWI) WGE C 0 NC-11 -E T 2' REMOVE EXIMING MATFERAL NTS MONO E OGG E,. OF RiTUMMOUS PAVEMENT KEY PUW, JOINTING AND 1,SPACINO SHOULD CO . NFORM TO THC A MERICAN CONCRETE I I NSTITWE GUIDEFOR DESION AND CONSTRUCTION OF CONCRETE PARKING LOTS, ACI REFORT 330, PF,*R 0,F"01'Fc HNICAL REPORT PREPARED BY TERRAON� VERIrf JOINT Sr,,AGING AND REIN.rORCEMENT WITH Ff-,XINFER PROR TO COWMUCI*ION� B V /el REFFRENCE GJ�OTECHMOAL REPORT FOR COMPACTION SPECIFICATIONS. I i N A 4,VLME�'\] F OF 1`�,-JEW 'LEX NEW RIGID PAVE"':"JIT JUNCTU NEW,`URB GUTTER Ae EXIS.T. FL� Pj R' ............... BASED ON THE GEOTECHMCAL E N. C3 INE E R I N G SURM PREPARED BY 'FERRACON CMSLILTANTS, INC, ON N T�Sli N,T3, A GUST 27, 2010, SUPPL N ER, 23, 2C. U EMENTAL WFO WAS RECEIVED ON NOVEMS 110" DECEMBER 22� 2010 AND JANUARY 5, 2011, REFERENCE GEOTECH REPORT ="CTOR SHALL. VERIFY PN&J&t-iT SEC-PON, FOR D;-3 SECTION ON ALL PUBLIC ROADS WITH OR TO CONSTRUCTlOW FOR SPACING PACING SIZE 7r_ IRACON CONSULTANTS, INC. PRI, 0 SrERTIck SAIN CUT JOINT SEALING JOINT SEd-�UNG CO3MPOUND WIDE CCIMPOUND ASPHALT RUBBER CONrORMING EXPANSION JOPff FLAO'Et CONSTRUCTION ASTM 405 TO S -SITE DETAI LS NAIL PiS PR JAC05 S PROJIXT NUMBER TUC OJECTNUMSER I),' E N A A MAWR,* NUMBER N i3/4"''PREMOLDE0 EXP_j K11CHELL 0NITPACTORS 0� JTnLLER LOOSE FIT 2 6 GA107 STEEL TUBE OR HARD U-5:" 0 PL�STIC APR 15 2011 P A VE M E 1\1 I- J 0", 1 JT, D E TA I LS NEP NTS 137RIAN 60� IS j I .j `14 Z PRINT DATE APRIL 13,2011 .............. 8 7 6 4. 3 1 n...13 og I A 3 A r!N 0 S FT 10 9 5 .4 3 10 7 5 0 .11 1 1.1 MINOR-. Im III I I "M -ow'""Kam 1. SAFM FENCE SHALL.BE USED TO PROTECT ALL EXCAVATIONS IN THE RIGHT-OF-WAY. 6 mm MIN. (1/4�') DA NYLON POPE Z SAFETY FENCE$ SH)ML BE USED TO SEPARATE CONSTRUCTION ACMIES MOM SCOTT & WHITE MEMORIAL PLASTIC SAFETY FEN , CE PEDEMIAN, HOSPITAL T POST 24 m O.G. MAX. (81 3. ALL SAFETY FENCING SHALL BE PLASTIC, .1,200 mm (48") MINIMUM HEIGHT AND SCOTT, SHERWOOD AND ORANGE IN COLOR, BRIND H 4. SAFETY FENCE USED WITHIN THE ROADWAY SHALL BE REFLECTORIZEI) WITH A MINIMUM A 25 mm (V) WIDE, OF TWO (2) STRIPS OF RETROREFLECTIVE MATERIAL, A MINIMUM Or '>< 2.5 AX. THE LENGTH OF THE FENCE OR DELINEATED BY CHANNEIRING DEVICES. 2.0' MIN� 7V > > 5. SAFETY FENCE USED TO SEPARATE SIDEWALKS FROM CONSTRUCTION ACTIVITIES E r, 3000 PSI CONCRETE > SCOTT & WHITE HOSPITAL ><5<--><><;K ->e SHALL 14AVE MINIMUM ENCROACHMENT TO THE SIDEWALK. 1.0 2.5 0.87T 6. AS A MINIMUM, SAFETY FENCING IS REQUJRED IN ARDS ADJACENT TO EXCAVATIONS COLLEGE STATION, TX Ix < GREATER T�M OR EQUAL TO 150 mm (6"). 1'5� < LK -r- >< --, x -1.5" CRAMFER 7. SAFETY FENCING SHALL BE CONSIDERED SUBSID[Wf TO ITEM 803% *BARRICADES, ........ --- --- - ----------- SIGNS AND. TRAFFIC HANDLING*, < < x x- > > 1 .2 m MIN. 8. PORTABLE SAFETY FENCE MOUNTS SHALL BE APPROVED BY THE TRANSPORTAMON CONCR SURFACE (4) DIVISION PRIOR TO CONSTRUCTION. . . . . . . . ..... N, CONCRE'TE PAVEfAENT TEXAS REGISTRATION -#F-2966 PLASTIC WIRE TIES. 3 MIN. PER POST 2705 SEE CAVE ROAD, SUITE 300 Wheel s top is riot AUSTIN, TEXAS 78746: availaNe, Reft reme x, JEMPORO SWETY-EENCE RFI for approved wheel MOON M,AYORAS G ..,top alternative. 1/2" DA STEEL COMPACTED WE COURS -_-ARGHITECTS, ING. 6 mm MIN. (1/4") DIA. NYLO I N ROPE RODS (#4 REBAR) PLASTIC SAFETY FENCE 20 MINIMUM LENGTH OWNER, SCOTT & W141TE MEMORIAL PLASTIC POST 26 m O.C. MAX. (W) nzmm VVI A 484-238-8982 2,5' FROM 2400 S,31$T STREET TEMPLE, TEXAS 76608 BK CURB OR BLDG. <t q :2.5 �,�MAX� #3 BARS ENGINEER: X-1 05 JOEL R, BOCK, F.E. 0WI /r 0 33' CONCRETE CURB r 512,314-3100 > > ,x JACOBS ENGINEERING CONCRETE PAVIEMENT 2705 BEE CAVE ROAD, SUITE 300 ><1 x AUSTIN, TEXAS 78746 "e, =Z- >< ARC"ITECT, > BOB A. LUNDEEN, >< DA STEEL RODS 4 REBAR) 1.2 MIN. 1/2 COMPACTED WE COURSE 817-735.11026' X S< 10' MINIMUM UNIGM (4!) JACOBS ENGINEERING F F 777 MAIN STREET NOTE-, FORT WORTH, TEXAS 76102 1. ANCHOR RODS TO BE SLEEVM OR GREASED THRU PLASTIC WIRE _A CONCRETE CURBS TO PERMIT RELOCATION OF CURBS. SCOTT & WHITESITE - 3712 ACRES TIES, 3 MIN, 'SEE SITE PLAN FOR CURB STOP LOCATIONS, TYPICALLY PER POST PLAOED 2.51 OFF OF BACK OF CURB. ZONING - PDD - ORDINAUCE #2010-3300 RUBBER WE 1 IF NO CURB, PLACE 3' OFF OF EDGE OF SIDEWALK. LEGAL DESCRIPTION. LOT I BLOCK I SCOTT &WHITE HEALTHCARE SUSOMSION WHEEL STOP DETAIL NlS. SUBMITTAL DATE: JUNE 13,20il SAFETY FENCING DETAIL-. E ISSUP-D FOR PIMFISION DATE CURB CURB/BUILDING LINE A A j/\A MAX CROSS MAX 5% 570 SLOPE MAX CROSS 57oSLOPE CONCRETE SIDEWALK, SLOPE 27o SLOPE 2% BACK OF R_AMP__ BACK OF D CURB kim 59 CURB BACK OF D CURB J FACE OF CURB FACE OF CIURBI FACE OF CUR�l 54, lot 10 iru'-O" 5T 011 TERMINATE CURB TERMINATE TERMINATE CURB CURB CURB BEYOND DETECTABLE SLOPE TO MEET CURB BEYON WARNING DETECTABLE WARNING GUTTER LINE DETECTABLE DMCTAOLE WARNING;::�, WARNING 1 PF F _111717_1 _7 E ..7 '77 "77 4* CONC. SLOPE TO MEET 4" CONG. ............. SECTION A 91 JOINT SDLANT GUTTER LINE A/E approves the use of JOEL R BOCK rultv details SW2-00, JOINT SEAM 98441 A/E approves the use of SW2-01 and SW2-03 for City details SW2-00, SECTION A Aw RF[tt use within the private site, SECT110N -_ A SW2-01 and SW2-03 for CURB RAMP DETAIL TYPE 1 Ref, C-512 (sub) Use within the private site. Ref, C-512 (sub) KEY PUAN., rfR.r.:. ' % WE approves the use of City details SW2�'_T&, SkAl2-01 and SW2-03 for use within the 33 private site. Ref. C-512 (sub) CURB RAMP DETAIL TYPE 2 CURB RAMP DETAIL TYPE 3 )TES F S PEDESTRtAN FACILITIES EDITION OF T14E TEXAS ACCESSIBi�_§fAN&X�6� 4 (TAS)AND 16TAC §68.102. 1, CURB RAMPS MOST CONTAIN A DETECTABLE 1HE TOO OF CURB WARNING SURFACE WT CONSISTS OF RAISED LEAST POSSISLE.SLOPE THAT WILL STILL DRAIN 7. To SERVE AS A PEDESTRIAN REFUGE AREA THE ri N WITH SECTION 4�19 PROPERLY SHOULD BE USED. ADJUST CURB MEDIAN SHOULD BE A MINIMUM OF S' WIDE B TRY cATED DOMES comk�= B OF THE TDAS ACCESSIBILITY STANDARDS (TAS). RAMP LENGTH OR GRADE OF APPROACH MEDIANS SHOULD BE DnIGNED TO PROVIDE FACE OF CURB THE SURFACE I MUST CONTRAST VISUALLY WTTH SIDEWALXS AS DIRECTED, ACCESSIBIE PASSAGE OVER OR THROUGH THEM. L= 10' ADJOINING SURFACES, INCLUDING SIDE FLARES. JUN 15 2011 TOP OF IT FURNISH DARK BROWN OR DARK RED DETECTABLE 2. LANDINGS SHALL BE A 5' X V MINIMUM WITH 8.1 CROSSWALK DIMENSIONS, CROSSWALK MARKINGS CONTRACTION JOIN WARNING SURFACE ADJACENT TO UNCOLORED A. MAXIMUM 29 SLOPE IN ANY DIRECTION. AND STOP BAR LOCATIONS.SHALL BE AS SHOWN 00� CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE *ZERO* -V, , "00"VE ELSENIHERE IN THE PLANS, AT IWERSECTIONS ELU PLANS. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB WHERE CROSSWALK MARKINGS ARE NOT CURB HEIGHT PLXF HLIE-0, RAMPS.SHALL BE A MINIMUM OF 4' X 4' WflOU.Y REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH NEN SIDEWALK 2. DETECTABLE WARNING SURFACES MUST BE SLIP r7 1/2* EXP. JT, CONTAINED WITHIN THE CROSSWALK AND WHOLLY THEORE11CAL CROSSWALKS, OR AS DIRECTED BY RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. 7- Tzz� OUTSIDE THE PARALLE VEHICULAR TRAVR PATH, THE ENGINEER. ____Z; V It A --- SLOPE 0 2% DRAWING TITLE CURB/GUTTER 3. ALIGN TRUNCATED DOMES IN THE DIRE011ON OF L; 4� MAXIMUM ALLOWABLE CROSS SLOPE ON 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY CONSTRUCTION PEDESTRM TPAVEL WHEN ENTERING 711E STREET� LINE SIDEWALK AND CURB RAMP IS 27.. IN PLACE UNLESS OTHERWISE SHOWN ON E I PLANS. 4 DETAILS -SITE 4. DETECTABLE WARNING SURrM SHALL BE 5. CURB RAMPS VMH RETURNED CURBS MAY BE LOCATED SO THAT THE EDGE NEAREST THE CURB V USED ONLY WHERE PEDESTRIANS; WOULD NOT 10. IIANDRAILS ARE NOT REQUIRED ON CURB LINE IS A MINIMUM OF 6* AND A MAXIMUM OF -------- 10' FROM THE DMSION OF THE FACE OF CURB. NORMALLY WALK ACROSS THE RAMP, EITHER RWPS, PROVIDE CURB RAMPS WHERcya ON JACOSS PROJECT NUMBER TDSH =PROJECTNUNISER DETECTABLE WARNING SURFACES MAY BE CURVED BECAUSE THE ADJACENT SURFACE. IS PLAMNG ACCESSIBLE ROUTE CROSSES (PENETRATES) A SEE CURB AND GUTTER 4 BARS CONT, FSW96852 11161 A ALONG THE CORNER RADIUS. OR OTHER NON -WALKING SURFACE OR CURB. DETAIL FOR REINFORCING/ CLEAR ., I A BECAUSE THE SIDE APPROACH IS NEW SIDEWALK ABUTTING CURB DRAWING NUMBER S. FOR."P CONSTRUCUTION. WITHIN CITY RIGHT- SUBSTANTIALLY OBSTIRUCTED. OTHERWISE, 11. SEPARATE CURB RAMP AND LANDINGS FROM SM PLACEMENT OF -WAY AND PUBLIC EASEMD4S, PAVERS SHALL PROVIDE FLARED SIDES. AWACENT SIDEWALK M40 ANY OTHER ELEMENTS N.T.S. C-51 I OCCUPY THE,FULL WIDTH OF THE RAMP AND BE WITH PREMOLD OR BOARD JOItff OF 3/4* 2 FE9 IN LENGTH FROM 'ME TOE OF.THE RAIP. 6, ADDITIONAL INFORMATION ON CURB RAMP UNLESS OTHERWiSE DIRECTEDZY THE ENGINEM LOCOON, DESIGN, UGHT RELECTIVE VALUE AND CURB TERMINATION -DETAIL 6� FOR RAMP CONSTRUCTION WITHIN PRIVATE 7EXTURE MAY BE FOUND IN THE CURRENT 12, PROVIDE A SMOOTH TR04SMON WHERE THE PROPERTY, PAVERS SHAM OCCUPY THE FULL WIDTH CURB RAMPS CONNE�T TO THE MEET, NIT.S. PRINT DATE AND LENGTH OF THE RAMP. JUNE 13,2011 3 2 1 7 6 5 4 10 9 8 I JUN r , 01), -------- --- .. . ............... --------- 10 9 7 6 5 4 3 2 . ......... .. .. ... N OTC 7`4pf, "0" E',TAP0.-D-i J011fl" T'i'PE "GG' ONTE, W _CURR G'07TErk T/C , 1LE"v, 3' Wf"M 0 l',Ep _f4,41 Oil, PJ A MAXWUM DISTANCE OF 06 REK;I� E5 RISE TO 6V APART ANO AT All RAMU�':*�' SCOTT & WHITE MEMORIAL MAK1 1;'g if T .5 n in Tyre 's" z 4 HOSPRAL SCO17 SHERWOOD AND (�Vtff."p AT A fAkt2MUM i t BRINDLEY FOUNDATIONs "'N i �'F`AfXD AT A JAAAH,_,IINI OF f3u, ��'PAPT 40 A".7 j%U_ � o - " : H P'c'? le, . - JG:NTS q14 CUPB Zx ��rTEP SHAU BE S:�ACFO A �4 MAXR�,W��, ;:,�STANCE OF 10' ArANT EASE-' \"-0P`V'DNAY ARRON _';,^iAI_L BE S' (784-DAY M-411-RETE ticv'"11' & W'""ITE HOSP"ITAL +000 pzi) 'W,/f4 r% 0, Vql� ASPHALT UMLEGE 8TAT1vtv, Tx DEF'ORmE0 T�E BAR 6 APRONS C'UP.'2 Am GSUTTER x 0 'SH F?_�R TTINC. NEW BE A!,LOViFD ON OPEN "2- W-CHEE) STREET SECTONS Z4' r � TE ISTIN' �ONGRr rQ EX PAVEMEtir y xI A TEXAS REGISTRATION #F-2966 SE6770Y 270513EE CAVE ROAD, SUITE 300 V AUSTIN, TEXAS 7874$ 1/4"R NIOUN - 0AYORAS ARCHITECT$, MIC� G Ij, . . ...... ... J? 7" '�-R.TY UtIr PRUP 2 iv, .. . ... .......... Z 7-- —1, CORD 7,') Hkv MAINTAIN 2", MAX RETURN 21 g�t OPF A P'OLL _E '4 4' Ss sl� A .!,r)IUS POINT- T r_ OWNER: scorr & WHITE MEMORIAL RMA? 25, MIN_ R" 9!_!OPE� �02 MKX, 484-238-8962 2400 S. 31ST STREET ........... .. TEMPLE, TF_X.AS 16508 I 4� t. 'i'"t, I OARS ENGINEER- .... . ..... JOEL R. SOCK, PJ!. 08441 OOTH '14, BAP 5/4" X 16" StAl 4t = 1.1 , 5 '- I 11�`� I- ' ;' - S AW C",j CXFA�,,!VON DOVELS . ........ JACOBS ENGI.NFIFRING x ip�� svoc'T�4 EIN',PAP-SION 0:01WELS 2705 BEE CAVE ROAD, SUITe 300' F F EXISTING CURB GiTrEp TO AUSTIN, TEXAS 78746 A EXPAN304 JCM,,7 SAW 'CUT BE REMOVED - REPLACE STREET AS, NEEDzED SGOTT & WHITE SITE .37,64 ACRE$ FORMAL SUBMITTAL -JANUARY 16, 2011 UPDATE SUDMITTAL - FEBRUARY 17,2011 It TYPICAL COMBINED TY, PICAL COMPINED COMMERCIAL DRIVEWAY TYPICAL RIBBON CURB ZONING -PI)D-ORDINANCE02010-3300 CURS GUTTER ISECTION SPILL CUR13 o< Hics UNIFIM) Dios "Nir-M-D 01 -v.i4 �1.m�Sw"u ma MICS UNIFISD 01v io' (bi vxm 11�. ves UNIFIED C'.��ry C'rry BaYAN i. ' ").r unr.'�N I STANDARD DETAIL OTY 01-1).'Ime'vi 5 NDARD ormm STI-03 04 1 JAN. 20014 STANDARD DETAIL' ST2-03 JAH. 200. TA JAN, 2009 STANDARD DETAIL ........... EIUS-utio FOR RrW!MoN1 DATE E I%UEC) FOR SjTE SUBMITTAL i VSHIS - F10T PACKAOE SURDA01014 IM?ROVEMENT PLAN -UPDATE 2 o3plomoil SUE PLAN-UPDATIE SEAL �IiITN DPANSION SV8DIVISION IMPROVENIEfg PLAN-IJI'DA TF 4 041GI12GII ,10flPT flATERIAIL S'%V407H i)%Ff, PAR Q7 1/4" /(ro4TED . � jg'% 12" A N/HIEAVY GFEA PPGPC)SE0 6" SE) R CURB & G i T T E i 2:31 k0rt #1 D A- MANUs."ACtu" E'.") 10 'E� r 1% NIN- �1 - 1/�� ........... '0, RUSBI�LL r,0.011 7;4,AN1 DIAMETER OF V',",'� L �AK 'n", to nX �7_,�ZM` ArrIP10"VED ED UAL ")I'I�CA U, C0 ...... ........ BE ,,Nr T? IiE v PAV M04T 2" OF DOWEL AND H-A V E S T 0 SO ENO CIF R CAP IS 1' 11-1401� OF BAR, X' ........... %F, ff ALK E11RINVON (X�AWTR�JV T10iVjMV7- S' T"ff-1,l . ......... PROPOSED BON V5 Un, PLACEMENT �v,�'LL BE Q,,I AC:CORDATICE N'ITH, 8/iCS U. 1EIF.P, SIM", ill 011_1� FORNI;E.01 31/1p"" SEA1 M"IH '-XPAN-ION ---------- JOINT M'ATER14- Vqll' 2, A` �S'14_ I.Xlk T rl�:610M f�Nr'�� IS 'MIS 00'2`�S HOT IAXIF INTO ACCOI.Jxll I)RAINA('. TO `3E TOCLED DEEP AT AN �.9 -1 ... ........... tN' 1 8!.: r F. u_� I r,.kf" r" 0XI, ........ .0 4' A) 'D -1,*,r,* T(i A.�, I E.' DCVo L 1N A' 4Y C,, SV l!;.; UAQ��'E �101vkcLvl I TO c ��T ", AY, Wl�_ET BON', ��Dp.q' S51DE, TYrAL A' Q)Al YLA T ju..N'C;T�0N BOX., [7c') WITH 113:4 Bi4;�S 12" Q,C, OF,' §4 '2- BAP'S-3 JOEL 81 ECDC"K I CO' PACVON� COMFACTED SUBG5,4DE COMPAICTED TO A DENSIT',' p % laa441 LEA T P, 'Cf M�AXIVIAI, ORr PERtdINELI BY AS D;_z' PRCIICTOR COMPA,"TIOn TEST ASTM S-o" MIN, DISS8 �"STAN.DARD) SHA"A 13F VARIES 4, '4� + ""' - ' I KEY PLAt Z NIAX, ;> 17"v UM "�,.FAR PEPESTPIAN 41 TH + 4, 00! 'WET OF THE 0PTIbiUM 3p v v 5 Bllf -AS ANO AD�, SHALL r'. w �1 K. N NOTE _t 7 P� FCR Ez lw:�' t-Et �31H PEr�' TAr, "�x # t'�AIIS Cil 12* C.R' AY (X*441 PEJE g-, �x IS, Vex, 3N, —/I S f All f) APlA 4 A B B ZEE' HNISH NO, "N" AL f2A,"6z L OCAL S'77Z MITS % SIDEWALK 61.10"'PE 5" Cow"MCCORETE SIDEVV Am LK DRAWING TITLE Q, ales UNIFIno Colk'STRUCT101" Ci,n VAN JAN.2009 �w Cnx or Aly'Qq JAN. 20 9 sirmomo OETAIL ot D� STANDARD DETAIL SWI-07-A DETAILS -SITE JACOBS FROJEC-T NUMBER TUSH-8 PROJECT NUNIVER FSW06852. 11161 A DRAWING NUNSER KITCHELL COUTRPTR AFR1 5 2G11 MAN 80WERSS A]ORI�AL FRIt',AT DATE APRIL 13,2011 -A "I w r7Z 'r 4 3 J 10 9 8 7 6 5 Ar .A SEAL WITH EXPANSION JO€NIT MATEPIALSMOOTH DOWEL L r;P. (CO,4TE€J W/HEAVY GREASE) - 'hy A:<, CONCRETE CAP ;; ; RECYCLED ;`tATWRIAIrf 1t2 --3LONG METAt, OR PLASTIC CAP', A THICK AS MANUFACTURED INSIDE DIAMETER ER TO BE 1116„ GREATEN: BY J.D. RUSSELL GO.OR 7:-�� JA�E'„R 7i DOWEL 3iZ. CAP 4"P IP E FILLED SOLID DAPPROVED EQUAL MUST BE LONG ENOUGH (O COVER 2 /TE 7 F DOWEL AND HAVESTOP SO END O CAP IS I" FROM END OF BAR � . PLANTING GAIT IDETV1L EXPAV510JNT� �XSTRUCT10 1jVIFINISHED GRADE JOINT SEALANT :=< (_� , I 1, S':��"t"FAI.K IPLACEMENT�';ir�Lf _ BE f1� P!'E WITH 13105 UNIFIED _ € EE _ ArCURB —SAWED OR FORMED, :—. � � �.9,�5 £E• „s......C_E.a€a', GUI10wL1vEw .: - G <•-`';.. inp U w]V it7n�1, TO ;f116"''\ C_fiL WITH ^X .NIC1N JOINT :viwEIAL, MIN. FINISH, J_i.TS2. IiIC1_£riHT SFCO1 jT " TO BE TOOLED 1DEEP AT AN 1/2- EXP. T _ . ( } ! � INTERVAL IA` TOT THE SID EWALK WIDTH. Ex✓ANSI01 JOINTS C 60 :0>C, I NTSv _ CONTRACTIONI,i fl # R, i � ANY C �. pc�4,EL #£d> A�,t3 TIE TO A,I f CONCRETE C ,. • .' ,. ` £ CI.11Z8 MONOLITHIC 1°i�'S�.Af3 aTRLG , LRE .Afn?JACIvYtT TO SIJ1, ({ AI..K NEVI CCNCP fE (JI�IVE'r1'AY'f INLET F30X, CUES, � • , ,� , . L < SlD,�'TV,4LIII C ON�'.�.C;'TIC7.14T OINT JUNCTION 9Or.! ETC,) ,T£�, 3 y 12� , .,, FOOTING FIN,. GRADE BR4 .." OC WITH " �.__.. _. FIN. GRADE My : 4. COMPACTION: COMPACTED .iJ wJE'taRADE SHALL CL Ilr,: E'I� R ; t<>fF'At.:•T}€ 1 �3 ri OLIdSITY _ .wBOLLARDS BE _ n .' r :, DRY �, � I~'AI�I"CEp' USING AF'P , . F LEAST �<.J t ,. V l'f G IM i'. , Y.�c € F'.. , .l v E.. 4 p L� �y �1!�qp LCI�S iY t�. LE Eft?. DwCt B PROCTOR COMPACTION € T A fJ PROCTOR Y ..,..M.,..w.._.>�:.....:.. , „ . W..:. ._,_,. �a98 t�ThJJf�?) �JJ SHALL EE, E.I II c_ OPTIMUM SAND IO€,TUi� CONTENT x I 6xt�Y .9xV 2. € i I f j IT(II yr"MINIMUM CLEAR PEDESTRIAN E'DTN5. A A� DEFINED Ea ��S �7 �Ct SHALL PIPE gg � DETAIL di "A" 3M PROVIDED FOR ENTIRE LENGTH 0= M NOTE 4 E % 1 1 ` 4 BARS @ 18O,(, ,r STRENGTH =3000 psi (4 THICK MI.N:) CONCRETE FLUME DETAIL SEE FINISH NOTE N.TS AL0jVG LOC AI, S7WTX7 Sidewalks in t ROWFollow All rivale sidevvals to 5" CONCRETE SIDEWALK City Standards. Sidewalks .4 follo"'v Public Sidewalk mg ar ,# aO steel mesh rz ( Dies NI P1 �1 �rc��r��c� vil��r �d� I1Gt; sand base, tom + 1 <� 1` . 0 I '£ DR)LLED FI L%. TOP SIDE ONLY SEE FLANG'E DETAIL l TI' A53 SIN, 40 -^ BARE STEEL PIPE I 3:, f,> e �,E z-0 , 4 ERAl.£r TYPE PE ! 3t£E h , 1 A if If t 1/2 3 1t . y I'd , � , _� T EEL TUBE �C M_ r�Icx7 t t. GEE SCRFEN' I 1 r l C PANEL t E a t � GRZADE I T A IfSCIRSEN OPTION 1 SCREEN OPTION 2 �. d• . w....__:........---....,�.:.-...--..�_._.._-.--_+.:.�.-.._...+..:�-..w....«....._.... I3.Ti+Fa: 'xP'�. NITfSY. N.T.S. C -e n t , r.4 :)forsueen wall eE 7 i` 5 e 2 r s,, 3i nj I "- 11" Irt, " I I I 35 _. 4 SCOTT & WHITE MEMORIAL HOSPITAL ^ ' F :.<-.i \ ( �\W ie✓�; 1 {Lw� ■ MM Arl lw✓ �I�f.ei � Y BRI DLEY FOUNDATIONS STATION,COLLEGE , T tt li F TEXAS REGISTRATION ;IMF- 566 270 13E CAVE ROAD, SUITE 300 AUSTIN, TEXAS 76746 MOON , MAYORAS ARCHITECTS, INC, SCOTT & WHITE MEMORIAL 464 238.8982 2400 S. 31ST STREET" TEMPLE, TEXAS 76508 ENGINEER* sttt 612-31100 JACOBS ENGINEERING . 705,BEE CAVE ROAD, SUITE 300 AUSTIN TEXAS 76746 ARCHITECT: BOB A. LUNDEEN AIA 6 817-735.7026 JACCES ENGINEERING 777 MAIN STREET FORT WORTH, TEXAS 76162 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010-3300 LEGAL DESCRIPTION. LOT 1 BLOCK 1 SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL GATE: MNE 13Y 011 ISSUED FOR REVISION DATE Q 11 JOEL R. BOCK W, KEY PLAN, >`3>2`e, 1 A jp € JUN r1 2011 PLAT DRA1MING TITLE CONSTRICTION DETAILS -SITE JACOB$ PROJECT NUMBER BER ' TOSHS PROJECT NUMBER FM96652 11161 DRAWING NUMBER C-5'4 2 PRINT DATE ",IV - I — - I � 11 "- 10 . . 9 8 7 .. 6 '�4, 5 . 4 3 2 1 1 1 1 1 � I ... .... : ,,,I�,�1,1�1-1110�llm"m!l�"N,!,.,!",,",$,#*� � i"""W."."W" � _. - � � � *..4$q0WA*-""*"*;1 41 , . - � - � - - --------------- 11 - %"W, 11 111111-1111, I 11 I Wm-"-*W-mW-"-" #"*"-~" 14AA00 09 ""W"mm-w�m . ---,--- - ----- _10 _._W,-VW*W-"MVPWyAWA1W M.-mon"#W."""W", ft I I � 11 .11 . �mwftivft*p"�" I _ 11-1.1.1 I .1 I 1. "N"W"A" ""Nowwo"WAw""w"ft " 0* """W""" I .1 I 1, - I I - 11 � - I 11-111-1.1-11 I �. , — . . t I , I F - . I (�� i ic I 'A L N �, r) , 5 � OF� I - I 1� - 11 , I �-IIFALRAL NO rES F,047 T'11*___;rXTAJ'1I-,C VIIAIRIIHN�, 50jj^_?;U_NT � - (P,11_1'1;&R��). I j , I I � I . . VETECIFAr3i,F IINARrION�,:,^;, � .1 � ,. �". �. - I I I I . � I i �TIRUF,-,!,'t ��, I , ,* , I . TABLE WARNING PAVER UNITS I,IEEW4, ALL -a-, 33A , 1� �,� . - , " �w ., � 1114 1 ai. 1, rAJ"Re RAMPS MkJ',S,T DDN;T.�'It4 A K.7�1,^,�'TAaLE 8� DET`r,TA9I,Z lKATZ 1IT,!G SUr - 5 H A L, '�- RMNI�N DETE,- _0 - m � ,. I I � 4,� . . _vl."M� 1 1 ___ I _�. I . - Zt -FACES f �, - R - ES W, :, kX & , I ; I REQ�,UIREIVENIS, OF AST,',' G-193r_-, C-33, LA'� IN A TWO 0"Y PA10, I C , ,�",A,F,vt,w-_\ !';uF,1FACE` IHAT CONSISTS OF R,A!SCrj I 11 . PED EST IAN FACILITI All I. CORR R,�AVS IMUST COt,ITAIN A I)��FECTASLE '1A1AR1VN-G SUM,`A--.;� 7HA,'r . A, lMR,1Ih,WM OF 24" IN DE?TH I - � .. , t "I V N THE �Rr,r.j:(�� In , -1 � . ,-� (", .11 -� -N,'� I . GENERAL NOTES ",_,�.-�� - `COTT & WHITE MEMORIAL .Il 'I r R, lf rEP ..�_ �, � IR,UNCATFO 00��E _jp � k : �" pj ,��V, ,� 1111 vk�, - � � I �, " 'y. . � '. �0 . " -1-C �.�'j DF FEDES,TRI,k4 � AVEL, ;VlID E 4TEN 0. -� A ,t,,l OR AS DIUCTF.Ti, .. � .- GONSr_tt, OF RArSED TWjVCA`TE'0 DiDMES COMPLYItik�': � H S �: C - c*,). I m , W_�_ S - � , I _. . I ..Z ^ y M � f --,.'� : . I ,1 - - , 'IF '(HE TEXAS AC�, Q,S,--q1LIT STAN^ AR,�S FL'u- �m�mf OF 111C ("�)pe PA'�p �);, LA"ON"�_ 4,2,,� OF THE V-_'1XA!' ACCU-3SIBILIT'r STANOA,F'OS (T z", VrIE �,, 29 (, - J I ;�'*_;��.( I � _ I I " . ; �11_ I . 'COMAST "ASUALLY V�ITH ADJ,NNIt,;�3 vj,1r,, Al_�ES, � Z. ." I I :��.� , 11 I . "I . m- � , HOSPITAL sur.1 ACE MUST C (TAS), D-1E. SURFA.C-:�' t�,- S T W,47RAf�T '43iUALLY VViERE MF FEC,�F5TPIA."I A(�c--T; 'ROVE L.A`f FULL-SIZE UNITS, FIR'c F,'LL0'WC0 VAY CI,OSIJr<E IP41TS I I m .�, 1, ,` SU:R_FACE8; INGLUMNG SDE 1, ALL SLOCES A.' JE ,411-,,*��',!,`,;.' 'k A 6 L �E � -HE LEAST POSSIO' E SLCIPE T AT I LL ''n. 1, ,�F I 31 . ....... A------- ' , I- � �� I . � W �e I � . I I " -, -- � I , , I y r_'� .. ��, " .. I ,^ , INCLUDINC WE rL-ARF-S, ,�I<, Rpo%,�j - 0,ARK. . . Q 11NITq ',�TDIXXIMNG CON91S70IG O� AT LEA!�T 25 1-EP,CENT OF A FULL Ut-,IIT, cU� I �.� f Q .. 7 FURNISI-i OAr ��'. r ENTERS THE STREET, _�� H Wl� . . I � FL?'1,REvA FURNi-,', IDA, K OROINN OR C�ARK rE D ��. ,- 't� � . SCOTT, SHERWOOD AND I UE'I'L?,'�[AOLE WARN111C �'>UPFACE 10JACENT TO [INCOLORE"y I . - DETECTAEt-C WAPNING PAVER UNOS USING A -POWER SAW, I I TILL DIRAIr,l PFR1,C0-EP,,'1' 'SHADULD BE USED, ADJUST CURB RM,�Ip LEt,ICITH OR r,p,.ADC --X'� N I � I - � t�' , '�NS- I I . .. � . CONCRETE, UNILESS -_,F*_'CfFIEB rLSEWHERE IV V,It,' S�W,'.�'ACT ADJ,kGrENT TO 6� OETITCTABLE %'ARN*40, SURFACES riHA,'�L C'E, CJF APPROACH t,'!''L)E,�-�'A: K'� AS' ()IPI�.CTEC. DRINDLEY FOUNDATIONs H THE PLP . � .,L H Immc)�.or,Em �*�c,,R-T!E, 1J,,:,.LESS SPECIFIED LOCAIED 50 THAT TRiE ECK37 NEAREST T,�': i;.x---, -�� -4,�f_,�� I 4 � � I . " , _? '. - ^ : _- " : I , - I �, - f 2. D'El,'ECTABLE VIANNNG SURFAOFS f1U5j.T BE SUP F�.ZS�;S:Tp�,-.m .,kllo Ell-SEVIIHERE IN 1_1E PLAN'S� CJR91 LINE 15 A �MIW�MUM OF Fl" AND A im,. - � I - , , . . I I - I " I 14. � , I I � NO1 ALLOW WATER 'I'd ACCUMWLATF. I NIA"'IMUM fY 10" FROM FHE bCTE-%175iC',' C-F 'EGAR AROUND-( ,21, LA-',,1DIK1.GS SFALL DE A 55 Y 55 N,116flMLIM WITH !� MAXIMUM 7,5.' s1,OPE INI AW-f I R 1, �.. .. I � � . I - I � 2, ,TTEOTAaLE `W,1,.F,',l:�N.G SLRFA.,C�'S, IlVUST 8E �,�E FA,'.'7 OF ,"'VR9, OETECTABLE \1h1,Rt4niG � t0D, 3 R 0,'RECTION, 1 -1 ALIGN 7RUNCAIED DOMES IN 1HE OIRECTION or P�r I SUP REGK5TV,j AN'a XOT ALLCAV WA,,7,R - : C� TP.. r_- PAVEP N'_`Er I 7)"ErSTRIA1.4 I � SURFACES MAY 0E,CURVF'Q Af.0,,P � : . I � E, e j I I TRAVEL WflEN IENTERIW3 71-117- STREET, CURNER RAOIUS, � �OE��EC`TABIE WA�RNV,,'G, PA","'ER VVITH ! Aft A"1% jv%� i � 1 7,� k%TIEUVERING SPACE AT THC BOTTOM OF CAJR8 RANIPS SHALL RE A MINIMUM 0� 1r1lLr � - , ' I, 11 ' I I I . . . . �. . E'XPANSI0_N JO!tllff-� I / ,R�JJ-,',':CATCD DC,VE 11',: JRFALF, � W4v & WHITE Hu""ISPITAL . I S 'I' X i t, 4� SHAOEP EU,3�3 ANI) 4 It-4O't,1'-_AlTE THE 3. ALlo-I-4 TRW�',CAT---_,E�'; C�,�-.t&S NE 'THE ZIRECTION � 7� T�,,.,DOT I�M;,�TAINS A, Lt T or QUALIFE,D .�D � . 4' W'HOLLY CON,TAR-7ED WITHIN THE CROSSWALK AND WHOLLY 0'u'('iIDE I � I � - .:i:: OF PEDESTRiAN 7.Rk, 1, WHEN` ENTERANG AS PEQUIR.- �1 1. 1i -1` 3VC)F1T,AR r-,ED - !�HALL CONFORIA TO �� . I I I 11 Aft 1"t O%k gi, a , APPRO'AMAT,_ Ln%�A'V)N FOR TI-11: D�'TFC�ABLE WARN`M,-;� Tk_- STREET, DETECARLE ",NAR,oING MATERI,,11S. <SIDE �'LA P E' ---� $ 1 ?I m i i APPLICABLE SPECIFICATIONS � THE PARAILLLL lv��'Hl?_'U;:,,NR TRAVEL. PATH, VU I I � URC, RAI.,,iP ,'YPE. - � I LLEGE STATIVN, Tx � . � I p'� 0�7CQ . - � i� : 3 I N 1) 4 114v U '_ (TYP) lil 'I 1, . I i r- I I � I - C:�CS,S SLOPE ON SIDEWALK AND GURS R""NIP IS 2%, Alm"Ok""W C TABLE WARNiNr�� F CES SHALL CE A Ml�'AMUNI 'G;F 24'� IN 4, SHADED AREAS 0?- SI i E E TS - I �Iz ; 0,DNTROL ,101,1,ff F, E�'R,%,l I ,I', $1 0--Z 4, i,AA,XJ--,WtA AL1_1,_1'V,fAr_�-,_[ ., , �. ',WR'AC --�F APpi, 041A'T� � - 0.^ :.. 1P - � �, I ,� - I vaft� , I— - I 5 I �, ' ,-VF - , 7i �,'E FT-�'� ABLE t; DEPIN 11,,' THE NR_t�C�TION OF PEC,ESTRIAN 'FRA'vEL, ?' 0 EITD,v 'mE . �-,O' . � Q� � F� _7--1_._ 4 � I A E! .11 � I I I - WAR?ANG SURFACE r`(�R EAC'H CURB RAUP ,rfP,E.. - .�Z�-�A--___' -- �-__ � l, ! ___-7:�z_ . , , � , f , " I I ��U 1A1,07H i2f THF CUP8 RANIP ,.-_',R, LAN!)iNG N�,'HU�iL TIHE t : T, � ,, �� - , � __ , , h" E S R I A N S 11 , �' ___ ", 7 , -�, - - , - -TdRiNED CURBS MAY BE LGET) O,NL`� ��'vHERC PEI', :Z��k - F"' r , � t - i, �11 -____-,��=:r- , � ��7� . m:---- 5, CUR'El RAk,IPS, 'V*6� RE '11� 11 11 � ; � I _: *. ,;;!,�,ea��,T�%v, F_� _ �0�10U 1, n N 0 NOP0.14ALLY 'OV K ACROS�_�' THE RAJviP, EITHER BECAUSE THE ADJACIEN T P1V:STRi,"j,J ACCESS ROUTE ENTEP'.'�' ltii� ST-icF,T_ � . - I �,�Q4Z��& ',14,1.�4,, ,,.,,I �, . . - -1 I � - -- - -- - - --:-.,-- �� It -, I �e . 117 - - �-_--_---*_—__ -------,-V-- -, -* � � .: -1 " . I _j �11 i .. -.! , - I - ,,, 1�1 � - I ') Q � .- _1/1 ---------- �N,____- - .'N' . _. __ � -ACE I"S; PL, T, TING ' P ')Ill 'P `E f - � , - _ - I , , � 14- 1-1URf _ R, '1HEP N,, -WAI,1<11,V� SU ,FAC .')R BECAUSE 7HE �SlDi 11 I v - , � ri� rs� � : I P, DM.07ABLE WARNING SIOWACE'.�3 SLHALL 0 1 L 0 - A Y 8 --,�l �.�� 0 ,rHIIAT -Nr- I �11 "� , �', k A P P',R OA CI I IS �i'-I�-�t.,,�'I'��,.N�:!A!,,.I'f C�BS;TR�U CTED, . OTHER,,WISE, R�RCMDE 1','�_A-F,Etl SIDE!3� � - 1, � EV*F_ NCAPF,��;7 HE CQR8_ LINE IS A !,�IININII' OF 6'; A , , - 11,J ,_ I . � I Ar _�m .,�. I �` �\ , .,.III, 4" REGISTRATION igF-2966 I . I . / .1 TEXAS I I f-�:AXIMOM OF 10" FRCW THE EXIFN7�Ofl OF 7,HE �AC,`-. rI-IF C�JRB� No, , t,`E(?AR A*t-- I � ., , . 2705 8EV CAVE ROAD, SUITE 300 � " I I .. � I 11 `�`,_ �','�.,A,S,�',*,�i A (' IINCF`Cfl;� - ��` 1,,%� I. G,,,*1r�)r1H , � "t . ') I �, IN i '� U"CAlICN, (')E'_`,I(1M, t_t<�tir R.�-U'(TIVE VALU, R I IO 1 �, N `IEUANX VIP'[1114iNG -1,'�Ut_'1�,A,C,f_'.S MAY A,'� COnVEU, A'.O�N-�--'� '11,` 11 'I W' Am)(,) Ofl-�,'T'ANFI`,,R. 6, f11'.,.'If,)l rK)T',IAL� fNF(A-1 vlAllko.--4 ON C '.� fb�,,, �,,i � _� I I , , , , I - I " "AF I - " 1. �; I' "R-Ic -M.)(,A"�, A("CESS5X,,ILI'I ll I � ,- IEC .�* AUSTIN, TEXAS 78746 Cl()PNER, RAIIIXUS� ,�� k_,`FUG .�X S'P �FK',*AT,',AT- I �� I ,I - —, � _-F r>,�.') I` I I '!AIA �t S ANC) 'If..".)CMM,: MAY "' "'01 I-`,,r)l IN �'H'_-- f_.A),RF'L.NT "A110 IF . 1� 2� � I l .c'. , :', � E, U . N Q I I I � &,� c-,-! ,� C, Z I . I I I � 1 15 70,N�',41_�:_-1 <_'� T; '�� ',,,,,- E. TAx � ' ," w.�t � 3 I_ - I I-,---- � . � I " - " � .--,�, (`�e �',*; � ! G � �. ,,,. TA101 MN'NTAIN't,', A W511' OF (�UALIFIEO 0,-��TLCP-�60,`- r'fl,-,."N*`;�� I..' ., T A M I.], A r D'S ( ,,3 - All 111.,f I I I .", , . . . . L�. ". 0 �-,,-� ,� � I I I . M A I I.-Rl P-1,1S " , , , , , i . I , L " , I , ", - 8EIE.�_TA�-MA', � t:.", �*-- ��3 ! I-onong I . N1004- AlAYORAS I G , , -� .., . I , ,� G ...- , � I - ------- . 1:", a, C 7, TO '�'30,"A', AS A! I, � t"t i � 11, - ,'A�1 IREFUt3E AREA, T11E. lviED'�V,l SH01h 1) ?*,-'IF A MINIMUM / WARt%A10 SURFACt' " . I I , I ----. - , a , - 6 . I I ' I , jr� I . I 11 C)F 5' 11410E; M. I AJ-1 S' i^,l-v,-,�UIJ*) RE , E71, - -c TO I- R ,,,, 1 E ACCES'SIPLE PASSAGE' ..... ..... I'll, �� - . ARCHITECTS, INC,, -11 �__.�__,__,,__,._1_ I I - ,.-----.�",-.--Zl--,---��-",.,.-. " I �, 11 . I � r,� ,�;I�'Im VIC I ��'. � � - - .. -1 - I I I I .� OVER OR �.HR'QV`;""`,! -';Hcf-�, I / � I 'I . I ,. " . I 0E 77C W,fl�.F '*,`�R'I-0:�IC '3`fl1rA': � I I /, I 1, �, R. �_ 1 -7 / '..., I �� $ 1, I 1. ,� ; e� I I I I I I I I I �, - I ___ ", �/, � .- . , V, -.1 -�T ,� ' IAAr,,'K)N,,'_S 11'�ND STOP 1,1A,R I_Cr _`Ir I / _� �3.S 1-1k CATIONS SHALL - - 7 1( ODMES T RUN P.�V'AJ.fl, ':'�,., Ph Cl'r`x_;�`�,,%�ALK. r,�IM'.�'�,-..�,'�,',�-',"��4:,�-�',, C1 ,)" V�?,'�,,U, � i I &_ 0 �, /' \ ,,,, -I. , ,V1 . I I r� �, I . , . � _" )l N, � � ' _ ' -HE PLAN- `,-',,SE(`TK'NS 1,1,114ERE 0-,!Q, SWALK � -1. � r :71 11 .. - Er'F',�!`RIIAN *TR'A',;'-',__` " . J - ; P� X �_, I IMI t, I* �_AN`,_;;N�,3 , �, _ ,--,--,I,-- i ,A '.�'JI(YM _SEVtiril ,� �N ,..:>, AT iNTER I I >V 1� / 11 C � f �, �� -k-1 � "I I : t W U � , * I f I 11 I 0 < /* \ 21 = � ". � I W y c,-- ,�q / . 1, !,,,al,5��,g - I _T��*11__l � �! I -A', "P, 1 �: I Nt", S ARE NO'[ R,E()iJ1�R',-,_), C, �JR R R'At��IP�5 SHALL BE ALIC'NED WITH THEOFRETIC'AL I I- / - 4' 41,��x - 2 1 " —1 I t�� - - - t "', 1. , , I ..�.'.j I -,OSSWAU�1"", OR ASS C: R* 0, I',' T E � D 8Y THE. Er,kzw�EF,R, , 1� ,�L �� tD , / ( jp \ ,f3 Q t,� 27, "'. , I �11'4 �N I I ,��__ , � 1� �, I CF I I cnd -,�Sud / 1. 11 - I �AN " � I -, 10 I .11 ./ ,Q�_ I/ \ ll V � " � I i / � ,�_ , OWNER, � � ! . . .................. .... � ........ 4L . .1/ \ L _, -5 'Effisammm I I'll 7r --4" MAX, / I I - . : " 11 � , . I I , � C4 ,rXj<,Tjt�jr FEAT !,�!ES- YHA*f �'_-CIAPI_', VVITH 1AS H,AY ,RE1,,,1AIN IN PLACE ut,�,ILES,�_�, -, C%�-e,.�.'� ,�,� �--, � ,CITARI VWRN�:N.` or � r�DETF ,F "' SCOTT & WHITE MEMORIAL ? 11 . "" ,� ") ..k� " _� . ., � __- -, \ 'T " I- _� 1-1� z . � I , ^P ,� , \ R "A ',ut , "IED . I I , P ;7 ,,, . t ___ — . f I - 0 p,r- tD C, �� c� 0 6, � .*kT) USL -1, / 0 Q Ql�'O' 0 \ ?, � ., / PA�vl. 'ITH TR : " l- - � T' I- -� ! i E 1 484-238-8�82 � ? D 0 0 0 O,THEPVl;,,E '_SH0'vv1q C',N T-E PLAN�S� , b. �� / A 11 I I I N 1 rlvl",%,�E 'SUR.FACE ` — : , , / �. � "�\ ,-- � I I cr a o, (_� b -J C, rj o " I- ,, ... 0 ., �, , o o0o , 2400 & 31ST STREET: - �_i �Iy �-_� " � � >PC� 0 0 0 ?�) 0 0 " �111 ,_"':,`,,-_ FLARE 1. r- 4," M aA '. � -,r IN 00 0 0 1-11 0 1 0 0 .111�* � , "' � � � �r y:s " �, / I 11 � I . 0, 0 0 0 0 0 0 0 01 '� , . ; .11 I � � , _� --' .. i ,I N, o,� 00 0 I--,' I -IDP -, E t,-I'�T R �71 .;JI R �Il C-U,F,T RAMPS, PROVIDE CURD RANIPS � NH E R7 V F P I - )< lfa "I 0, , E D Q I TEMPLE, TF,XAS 76508 � " 0 _01 Q t'! I / I E I - - " , and Ij��".�rjl \ - 10� I,Wm ,AILS AP �11 U ,� N I �_ / I 11", I '—,I C Ss !_ ' I I _: — _f�-'l .1 11 I? � U 0 0 0 0 0 r_ � 0 0 , I _�I_ ' ' "R ". I ..-..--..--- 1: ... 11 / I 6 , -5, 0 0 C) 6- 0 0 6 �,�L \11 I - 1 .......... — \,, ON ACCES BLE r-l-111-IfTe! ,, � S S F, 1-7, 'PENETRATES) A CIURBI I - .1 I __ � . 11 . - " A I I A I I . I / .1 ..... .. -J. _-�,__ __ , - - __ Ilk 'b I , ,� I ENGINEER: ,. I �� —L77777 "., __"� � I I , \ � �� , '�VC - � . - . . / I I \ ,. �E FU-R:E_ -------- � -------------- � I � A — I., _j � I — --- ,e �, 4 T� �_ 1, �,�:� �_ �8_ I 1. SEPARATE CUPP , A V, F* " �_ � 'S FROM ADJACENT SIDPWAUK ANt, AN'Y tDTHER MEL _R� SOCK, P.9, #004.41 � - ------ I I , N 7 1 -7i' __ I " r- - , � F!, . ,jJ _Sj I t F -14" IP4�._1533 07HERWISE DIRCC7ED f, �k I ", L ... I ........... �i��,___", — / A J LI 11, - -J, 11� _'�^,, e, �1�, ,41-01) 'AND11,G , 1, 1 . '% 4 -.- ,4z, �� -,, . FHEI"IT3 WITH PRE- .C,l ,'_'4� POA'c7O JC�1,1,,J- 0 -, 512,414.3100 . \ _14__�� I—— _� 1.._i�,�� rW TEC, TABLE BY TFIE Ef,1""�'111,1�E31" JACOBS ENGINEERING I \,- "ke",_ I "I" , , 'T t 1 6" mv, UB I \ "I I wimN VG, 2705 BEE CAVE ROAD, SUITE 300 . I F I I . I I ,_.�- T �-R, THE STFEE-1 I F 10' MA�.'�, � \,--i,v1 min '— _� A" � �`.' AT'. e , 12', VIROVIDE A SM-�,DT,-! iRANSITION 1iV!,-7 E THE. 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't , �11 , - I , I - - \ ----' -IN \" \ I- , �, _-, - xv,x, � .". I - . , - . I --.,_ __ _�/ \ - ___ -, - � - , 141, -1 III V,t, %< ,_� .. 1% 'O �� . I '\1 �,_ I IL, . �. Know what' 5 01 0,10 w,w 1�� , ", , & . 'N 11�_, \ V, -, , 1 , � \ m\�� "LA _A\ \ \ __ ,___ _- 1�111_ 10, 1. _,� " . * N l\ . I 11 I 1-1 r INt"we I I .. ,_ I 1�1 -I ....... �,'�' , 7,',,'�'C,:'� ,-,,, . , ,0'l. %�,\\� 1-1 - 'N \ "I \ \ ,,,- 'T -, 1 " , . , ft *� _% I , , � . ,V,\ _.� 01 7�41111 4, `M§N_1' \ " _NNN, \ I---- - __� / , , - -, . \ \ ,-N ,\��N� \ .- ltl, '1\ \ \ -S, / '11�', �`f I 1k 16 . \ 1,\� S A\ -.---. ,�, , y '_ . - 1, 11 N . -_ � I ��..� ,,, llxl%�:�Z_*1_000' N�\ _* li� \\,'\' Y', �* N \ __N Lt.., 0 MAILBOX I . , , i \ v,,,� \ �, -,,�,� - - - --, , lih-1- \ ) �_� �-- ---- I , I Call before you d go \ �Z .1 'a \., / \: I \ / . . 11 � I ,�, 'y"-' �,X�,\ I " \ \ \ I \ \1.11-\ * __ -.-,I,-\- . . I � 1. I I 'N 4 '\\� \ , N- 'N' ,-- " ��. I I , , 'N 'N. - W-2 -- -V\ . F-1 EM ELECTRIC ,JUNCTION BOX, tv*tomi""Imm" . ,. � � . . I I * . I Ile -,� �� `.,Z,�,�, \ \ I \ - __ - , \ � / I 1. I - 01 ,�'. I \ ,'I IiNll� I " -"\-.-I �/, ,, _ ., ac6i< 3, � - V_-,'I-',�.�. \, I �� - - 1, I Nv. (_ KEYPLAN� \ \ \',, I $?"OTT &I 'WiTc- PEALPICARE 1i \ 1'1�,_, ,,,�-,,,. -,, 1__� I \ . ,,,, � /__�A GUY ANCHOR I I DEMOLITION NOTES- '11, � %, - � \ "I A 'll I , \ \ \ 'k,, \ 4 -_ `11� ) 1: - rT .�, �, POWER POLE I S01WAS1011; / -0- � ��. I I-,- - I , '��6_ .1 I ..... � IANV, , 1%, \ � I , -, I / \ I . , _CHU� OVERHEAD UTILITIES " , I I � � � \ \' I x -, VOL, W179, Pr \ \\\' I . . . . . . � _� \ \11 , � , _ - --- -_ -_ U 1 , � !/ .. ED THAT THE: LOCA 11 \ \ ,\ �, I // 3, fjO ,. 11 I-,- / I \ \ I V 11 )� \ \ 'I I . THE CONTRACTOR IS SPECIFICALLY CAUTION 116� N �A- / a, , , 1\ \_ \ \ , \ ) 11 "I .GAS MARKER \ \ � � '1_j ., 111 \ �`11�111 \ � `�, Nj I ,/, ?CF 5 11 � - WK I _� 11 ^'___1 -_ _,� --, I � , � I AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS \ \ - �,,sce�,q, I-,-- \ I I I 11 ,_N��1�11 1__N� I - r ,..It HIEAUNMAP ta CAS VALVE, \_ I � � _WNIS1011� " , , ", , t", 11 I V�\ \ . 1'� �� I 1:� ; . , \,), 'j" I N"�� "' , 14 179,(Y � : \ \ 'ZI-k 00, \\\\ 11-\� 1-1 - - L- ___ __,_Ix / 2'/ / I I I �, N 1 , r,v N �,� - '__1' --- - - _/ V\__1 . � . / ,_ - --,; � -6- FIrE HYDRANT I , - \ t- A',\ / P,-�,�`,�,�-,-,�', ,'� V, �": �, � �, - N 1� I 11, `_1 I I'll i_<�, , ruo'! lo '-,_ - ,�,,N, ,--,, / I t�?�., �0 SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS \ .�, , . \ - , I e '<'A,- I I . I I I I., I - 11�� ......... . ��_ � , �',' , � � I X 11 1, WATER METER � - "-,-, 6c,,11, 00,111, � 11\, _ -, I , / ,,� e, I �11 � ,� 1, r I - "I--,- \, I I , 41_�� ml � \"Z�. _, ,p 11 \N I LIT D WHERE POSSIBLE, MEASUREMENTS TAKEN IN\ � - ,- _/ ,-, 4 _,'�r* 1, .� I , N� / . I - I - _,� _,A;,�; i ,�, y �� , i;�"&111 I \ ,�;, ", , 165' --p --k- Y_ , . , \ , A I ) � �- / / q ,,�,, , - � , _\ fl I I �, , -,, I "11-1 � - 5112c,7, �� / \ � ,�, I , I q� _F4�1 ) . ,\ "j, THE FIELD. THIS INFORMATION IS NOT TO BE RELIED ON AS BEING -,, Ill -.\. \%\, ll ,,� , 1-1 ? � \ 1\ . � 1,�, -, �, , ,\"� , Q;N '!,F',,. ,� ...., . � """, ,� ,\�',�,,�'�' '_1 ,,-� ---. - "I A . ,�� 0 �`,?ATER VALVE \ ,,� , V7 �- ll'?, � , " "" - .-,=- -� 7 -�,- ,,, \e�'�" ") - ' 1vZ11 � I I 111,� - f / ") , k , 'f, _,lk � . --- - 5 .... I ,r , " . . I I I 1, � ,� - "r 11 11N, ��"-r,�&-Lm�,-Ia-t, , -__ �4�,,�,-,�7 ,\ , 11 ,ky - O" - WELL � I I I I v, 1� _'u", `N- -��- ---:-- ,_ . - �_' , ,7/ A,�' � _1�1 �, � I -" � - � p 'l, � , :,__�,__��_`,� - _;��4 11��,\ ,��r , �, . 1'1;,�` . UTILITIES AND STRUCTURES ,�iH&L_BE_ymaQjk_uj_BELQ BY ,30 ,� ,7 , __ , \ , - , __� - - Z.I. 4-1� // " � N�, W� " P. E� n ,___� _-��__; , EXACT OR COMPLETE. THE LOCATION OF At I UNDERGROUND \ " %\ _� vrm�?- �, I I _!�__� - =.ff � , -, -_'�,�� . I ? . IRRIGATION CONTROL VALVE , �\ -, cr, J-0 I - -,-- � � , _,�_ 1?1 -1 0,1� 1-111, 0 1 1 B HE START OF CONSTRUCTION, \\ � " , I", - ��,,,1;2-�_'�e E -- -_ m, - - " �_� / THE x � , _:� _N_� - "'�,,� "'�, I - , , -c, �__ - - - - I l:t__-�� ", lft_*__�__ - l� , ,\ . 9 TJB TELEPHONE JUNCTION BOX �t"' ,,�, "I - - '� - , �_�__ __�;--__:Z�:=�� " . - B \ \ \ , 1\ 0 , � 0 \\,' �� \'\ v" 1l,,_-*",--<-. 1\ , � - �_ -I �, It-,--- �_ L,:� L P !I I' C - __ * - � �!! � 4 1�._ - 111;� \ 1�1 % ,x X, - I \ I , �,.��_ ��,_,_ .. -, - jl��_ � � __ � __44 .11, , �1 �17 ,_� � I 11 .� - ; -_ YT4r. Z��,_ / N . "I 'A '�, - , I- N X., \ "\ 1�, \ N , I >� ��_ - _____ i - .� - - . 'I.- Z�& , 0 TMH TELEPHONE MANHOLE I , \ ,\., _,_, _�, ___ -4-NITI. , I .1ir :��-2 - .. _� .- _� - S� - _71- $_/-z: -/, /) . TELE TELEPHONE MARKER � 11 \\ I'A A _� , � :�_�_��_�_�_,;_�, _ __ --, I -11" , V, NN 11 - - , "� I 1�., 11 \ '11�1 � " - "I I , `� I �,Oj ___1 87 ,� �T I IN" / � CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY \ 11 - ) \ \\�N _�, ,.\ I V - , ANY GOVERNING PERMITTING AUTHORITY, AND "DIG TEST" AT LEAST A NA\ 1_,.,,�'pl'�______��* A.. _,��IO` � - 4�� -', -��111 - � ...... .. . . .. ... ...... ,�� __1 4�,�--Z_�--Z�-,--_ -___ -_ �. _ - .. �__ - , I ., ,�,,, - - _1 - I 1), ow _� - I _", \, " Z __��711 * 1�� , �_�: 0?.Q - --,,:_- Al - I , _-- ___� � 1�__ - .- 3ANITARY CLEANOUT *_ RIOR TO ANY EXCAVATION WORK TO REQUEST EXACT \ ,� \ "", N, ;1�1 "g", , � 1-11 ?15_� � � � I , �� , r- ;�p �, , - >� ----' ,-- - --- I - _,�__ ___� FIELD LOCATION OF UTILITIES INTERFERING WITH THE PROPOSED . 1� N \� "I .�1'1 - N �,,N I N k', � � , - :n� _,�_ �___ , - , , � � � I /I . 0SAW411 N, , I" 1_' "-, - �vnx � __��_ lw---- __;7__;:�I=T_� " - , " I " ,qj - � :_:�: - ,�� --"I- I 2e, , I - \, , - - -� -�� - - _�p \ 'N , � W , - 0 �_��_ - ::�_�_ _T E�__�� _7 SANITARY MANHOLE CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION TAKEN BEFORE \ , �� 0� 40 " �� I I " N 'N -,. ,4__ , � e� � - __� T - I - 't;_ 5 �� I I y lt� ? � . 5:�: ��_-��-- - _,_Z`�,��. ___11 I OSSMH STORM MANHOLE I iv� � - ,�� , -X - ,7E_� ` ,. � -zft=-,"- -1 - 'r, ,> _:�% 2 � ,� � \\ li;o _> --Z _f __z _-i a�-- -1 1� . / \\ � , . I ,�,, � , n - _,:�i� ��z_,�.___,- �,� I _. 0 I," 0 S 1, PROCEEDING WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF \ \ , \) __ - - _1-l� -N I - j - I- 7' - "k \ , _��N \1 �� `�_��_,_�,_ :,,,,� . - , I - C _ , -11 \%'% I �' �� _� Z� - IN _v \1 � �, 'l "7, �, __�_�� " - I---- I -_ ----- ,:�,� THE CONTRACTOR TO RELOCATE ALL EXISTING UIIUTIES WHICH I - _��7_ _�,� , ____.� , , , ��Q ,-,I . I �V ,� _�___ " - I ", '_ -, " I 17-10, DOUBLE POST SIC-111 -1 - -5�5� - ,a4, "C "�,, �, ........ �� w \ \ x , � ,fjr��, �_ - �� , , ;,,;,:�� ,,, ,,, / \ 1A n \ 'e""ll' ',�, �,�� , 2[,� RIC \ 11, %, I N , ,,, � 01 �-___ .u. _ PUM __ �, I � I - .., , - �,__ I _1 __ ,7� 0 .��, - - -a- , I 911 11 Z�11 ____ -k- �_� Z�'. - I VO ,,7,9, M, t��' -'4� -, , �- --- -, � � "wom"wm" �, *n- - , I--- * �z , �_�__�_m\�_ I CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN 1� \ \\\\ I . I - !� ) ;:�_ / ,� _ _,�_ A ES , pswuzT - � ,� I \ ,,O�' W� ��_, ��,� o,R,9,c,,T- _Z� , � 1. TPAFFIC SIGN ,�� '6!�14'?,, , ,�' - �. 11�1_1 " ,_ ^�_._, <,��, - I I PER THE APPROPRIATE REMEDIAL ACTION AGREED UPON BY THE 1-/_ /_11, _ p - - - 00 - TRAFFIC SIGN CONTROL BOX � % , " ,., " I - ."", ... 'I, I " . " < - ,�� . ENGINEER. \ I \\ . .11 -I-- /� $�i,'V / l'i - - . . \ I o 1� I i�,�4,0,,�,�01 1___' \ lf� - - ��4 11 -, '_ - 11 , . DRAWING TITLE � . N�', 1, - , � I " ,__ ��11 � - TRAFFIC SIONAL - \\ , 1�� 1�, " - - - I , -) �11 " , , Ilp , "' - _1 11�! � )0- , I 11 I 1, I �lt�v __1 "`�-�"__ I I � � " \ N,, -l&,�; ,l "') i`� I � ,�� lz�ol ^__ , L, - � -,, -�7 _1�1�_,_, 04 - - . \ \ \\11� � 0 --, 29 ---- -,\ x I I g � " "', 1� 1.11 11 i� ... I V -,-,// � , Vl',�Ns I I 1�1 1 2,� 9.uc, - ", \ N, 0" A C IM jl� .j�� - �" �1' I ----,/ � M - - \ I I - 11 I I 11�1�11P I I " , z,� : 2. DISPOSAL OF ALL DEMOLISHED MATERIALS IS THE RESPONSIBILI " X 1< I ""i,� , ., , - 5 'd � '� I �� .x P " I<), 1_1�,� 7 __ , , .Z, " , " . . [ Ty OF ,,O� ,�,,n ::: 0/� 1',S��____ , V I I I I "I, ",7�, P,� gA,�, . \NV'�\\,�\,. � 11 /I `-�,q, t,' 4A 11 I., ,,�;,, / / ( W - ., --- 0 . ...... - CHAIN LINK FENCE . 'N I 1_�,� 11-1 I . "KI, % V &4� �11' __1 4, 4 -1 - �,, ," " THE CONTRACTOR AND MUST BE OFF -SITE IN ACCORDANCE WITH \ I, - � - ... oStw."T" 4, -a" I--- k_-___--__ - -- , DEMOLITION PLAN ,- ,� I 'l , �/ �,/_ I X b --- _,� - /," - WOOD FENCE Z>,3, , I I I I ... I - - - , , ---- __ - � _�'_ 1, "I �'�'./ . -, ?k,, ___ . ^��_ - I I -, / I . : , ,� , V_ � "al V 1i I '� �)` j --I-- W - � 'N \ �\,�,�,�\,\ I ---..-\I-- j �� , ��, , __ "/, 11 - 1�11/11 / .t\" -- 2,8� --.-/ "' , / I - � ALL FEDERAL, STATE, AND LOCAL MUNICIPAL REQUIREMENTS. ",N \ � ,,Ae, ; , - � _--�-- , \ ..:�,__ --- --- I IF -1 ,,j / '___ 1�_ P_ Y',IATER PAINT MARK �, . . I I 11 . - . � _, �, I I I., .\\ , / I � ," - N X ,I,- ,_- � I I � 11 I Z1, -?,,� - "�"\\\\ " � ,1 I \\ - - "i �,11 "" I '\ \ �� , _114 I--,' --- N _______� -_:_ I ., - . \ . - \ .- .--- �j /�L M.", I __ I \ I " , . , __� ----,-, IN __ � GAS- GAS PAINT MAFRK I ", - , " -- - - . \ \ �, �1< �'D . , , ____ - � '. v1� - 3. WHERE A STATE OR LOCAL MUNICIPAL STANDARD DETAIL DUPUCATES .. 11 I I 1K_ I-, '19�,!�";,-��" -11, .1 �5'D '1�1 'Vvl \ �__ . _�- --,------ __ - _1 /,q �, V/ j"_� ,'*-N, No Ilm"mm"Im mm 11 , \ ,�<",�,�� , _�� I I I � \ - -_ 7 lc�, 'i ��,�y - J� , ]. " I � A DETAIL SHOWN ON THE PLANS, THE MORE STRINGENT DETAIL, AS I '11, I 11 \ I "2 ___1_11?1 I- `1� , -'I- � ___� ____ I - , I D �0�.w , �� 1-1 I\ !�,� '4;ll-n � � t 11 , . o f� 1-17 . , � \ \ � , � I ` _" \ , \ - / �_'..�� I � 11 ) , " �,- ,,-- - ,�� - ,Q EWING AGENCY,, SHALL APPLY, I I- :�< lb? �� . , _., 288 , �,,O_ 1__� - �i 01" � ,!i� , - I I I . // P---- .. - / ... I I , � ,, � . ,� - " , 'N , , "I I _� -111, ,%,\ % -, I -11 '� , I ____, . \\ 1, I I", I �, , , ,_ 1M\_1 _____ 'A I . I I I \ "I \ , - , 11� _� , ,� - , '% __1 -, / / Flarb I �� 1--, I I ":�, nv, \�."\ \ \ .� ��a�,� , �_ ,�� I 1�1 11 4. 'ANY EXISTING UTILITIES, PAVEMENT, CURBS, SIDEVALKS, STRUCTURES, \ � I I \ �,�, � \ W7 I �____ I ,.-i�, , , , , � I , ., " 11 --`��_.,,k Idi � e enc:�, `5 " \\�N\ - - . - � 1, 01 , 1,1<:!`� , _S ' 8L _ , I , , / �, TREE, ETC., THAT ARE DAMAGED OR REMOVED SHALL BE REPAIRED \ , I _ N . ,I- 71 so. r , � � -t �,q A - , N\\\,� - I - � N, " � I ', !�'C'�TIT & VMC�' 84EAL*Nr.AP,E,_-�` I NTRACTOR AT NO COST TO THE OWNER. - , ., \�,, ,-V, ,,�,� I 1 �1' 1'�111 HQ p" - i � �, 4�' , ��> 0 11�,� � 0 , , I I A\ 'L \ \ \ [ t4 �\ \\ �,_--- 28 7 --, ,,,�p �, , ___� ," .,w! 'N 5. A PRE -CONSTRUCTION MEETING WITH THE CITY, ENGINEER OF \ \" `%11 I \ I ------ ,\ �.� U ,,� I u I ,� \ \ : \ � I 1�. ,,'�- - - - - 11."N / � RECORD AND CONTRACTOR IS REQUIRED PRIOR TO ANY SITE �, N I \m� ______� _��-,� .11 41�, � . ,_m 1b. % 1, .,,N\ - , , I �VO/I, _____ f $ `�,'e <)1/1 � - , 11 I . --� , -, I -,\\" ___/ DISTVRSANCE� , 0 ,� V'� -1 c � I � - i�l I IF � I � I l - � � � 'I, _____ l" i \\\ �, , , . \ 1i - . , I -1 .. , I I - . Tree Tag 11� EXISTING TREES TO REMAIN I . Size , 1 I 331 1 41" ,;Species, IOAK MULTI STEM � 7308 -90*i , 61 'POST OAK I 7309...' __�4 __ - '� POST OAK _7313 1 1 61 �p I POST OAK � ni 8 ; __e .- ; POST OAK 7317 r- I 9. - ; POST OAK 73 1 8 ,1 lll� ! - POST OAK BOLES �31 9 I 10" . ; POST OAK � ___ �320 ; 9� - I 'POST OAK 7321 ! 8. - ,'CEDARELPA 1 7322 f 6-__� POE�F�2AK "� 73,83 ; 8* �CEDARELM 7384 I ------f��i 1 - � -- 1 I POST OAK I - -------- _ ____ .- 9M5 - ! 6- 1, POST OAK c ... Owe � O' - s POST OAK c8_7 96W`___'_6 i __7F6_ST0AK _9" - . . 9688 11 5* 'POSTOAK I,- 9689 1, 1 6" .1 , 1 POST OAK 9690 i t 511l ,'POSTOAK goal 11 7- - ', CEDAR ELM BOLE$ 96-04 1 9' ! POST OAK -9714 1 5. - 1 CEDAR ELM 9715 i ,.. 4" -------- --- 0-4- ; POSTOAK - 9716 ! 8- . ..... . LOEDAR ELM WLES 1 9717 ,,, 51* .- 1 ROST OAK 11 1.9718 ;� 1 6. �ol ;POSTOAK �'�K� . - I POST OAK -I 9725 m6o�_,� , - � 71 ! POST OAK 1, .9726.., iO" � i POST OAK I I � CONCRETE . JACOBS PROJECT NUMDER I TDSHS PROJECT NUM05R ___11_1 rOW96852 11161 1 . /' N, 1. I �. I I I I 11,00"00100"""NOMM0191; I 011 A . �;882 ) EXISTING SIN,13LE TREE DRAWING NUMBER . �___/ I �_�. CD101 , �. � ( �/_-- �8) EXISTING TREE CLUSTER I I I 1.0"m 00mlsommism"w" Ww"w"""I"mmilopli ft 1. mmwm TP wIl-Ift TREE PROTECTION PRINT DATE AM= -4-1 OA44 I y I mm"lM low"01.01olmml I --- 9 - - ' __ __ ------- -------- - . n 9 r � � 9 1 . . . . �- www _ 10 Alm"M�kl~wmwmmm . imm"wo 9 mmm I , I 8 m__________ :1 7 1170 MIAM11"Im"w"m ______ _ ___9,.____ � AN, -Nowwww" "44" � 9 ' - I � ;1 � ,6 _[ 5 41 1 , 3 1 2 . I I 1 - I .. "I" 1111w , % I I V il c� ION In "" ( 1=1 I M. - 17 ?`w1w ::: .1 I . I � . I l, : "� . ��m- I ___ ___ .. .... - _� - _____._..____.._ -.�..'��--�-....�.,..-.----�..-,-----,--,---- � .. :: __ _________..___ ... ... ... ____ __ .... � ..... - _.__ � '__.____________,__._,_, ., --------. � . .. . .__.__._1 . ............ . � 1.1.�_ ...... �l.-,------.-.--�--..--�,--.--.------,-��-.-----�-----....., 9, _ .. . ... _�____ .... .... _..,_._____. ____,_ __ . 1 -n I - "�11 �� .�,� * 11 � 10-ZM , : --- I 1. - %1.201 - 1:��,., " :: . �- N r I J �'l . .... "" F �'�' I ' ,X ,�� 5g,"'. 9 1 . 'm , �::,�� . .�, . -----_�_____ 9 .. . . : .� ,.�m.-...�.,.-------,--,�--�"-,.�- -�,-.�--,.-.-�-�--.-�.-""---.�... . __ ,_.,_______,_ . > Kr% N om n f �D ov 14 in '. c1% I "', ,III H' I "� I § l, I _,,�)l lk.'m'o .: "I P1. * � , Af" , Fr �fl . , _. . � � � 9 1 . . . 9 . . � I I . . � . I . . I . 2 10 9 8 7 6 5 4 3 K V SCOTT & WHITE MEMORIAL HOSPITAL 'a PAVrRS 0 > SCOTT, SHERWOOD AND UWccmv- z A;1 BRINDLEY FOUNDATIONS H ROCK PRAIRIE ROAd', REMOVE EXISTING* HEADWALL Q`0k x- EXTEND EXISTING DOU13LE IA' I 7� 30" RCP TO JUNCTION BOX. SCOTT WHITE HOSPITAL K X INLET ------ MATCH EXISTING FLOWLINES. TOP Et — -------- --- L7 INLET FL 18' R,r-P=297,64 COLLEGE STATION, TX rL 24" FZCr=297,19 2-24' p6r, -L-14- q vvi SP GGO f I' / q w1w LL 8111W cw r mv f �v x TEXAS REGISTRATION #F u< L 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 76746 riTy OF cou- — — — — — — All --2 VOL 2Zji' -- 6 '75, P.R.D,QT, 4 1-5'XlO' JUNCTION BOX P6 ax RIM ELEV.=302,00 ON MAYORA5 G G FL (.30" RCP)=296.50 A 4 _CTS, Jt4o. FL (30- RCP)=296.50 yv z j I U -ily vv�v�E�4T 'pi. FL (43" RCP)=296,40 9WNER* REFERENCE CONSTRUCTION SCOIT & WHITE MEMORIAL Ott DETAILS DRAINAGE 484-238-8982 I ONLY 2400 6, 31 STSTREET TEMPLE, TEXAS 76508 xm ENGINEER: P.E. 998441 JOEL R. BOCK -Q�I ABOVE. AND 1 512-314-3100 BELOW GROUND OAS JACOBS ENGINEERING 2706 BEE CAVE ROAD, SUITE 300 PIPELINE AUSTIN, TEXAS 78746 ,z/, _A F31 ME G- VU 1-4 D GAS PPE ARCHITECT: BOB A. LUNDEEN, AIA All�/", 4 A��Z, 817-735-7026 JI 1 JACOBS ENGINEERING F CONTRACTOR TO USE F 3 U4 Ly ofty EXTREME CAUTION WHILE I FORTWORTH,TEXAS 76102 WORKING AROUND GAS 777 MAIN STREET PIPELINE. 17 I SCOTT & WHITE SITE 37.12 ACRES ZONING - PDD -ORDINANCE #2010-3300 h % LEGAL DESCRIPTION: LOT I BLOCK I SCOTT & WHITE HEALTHCARE SUBDIVISION J f N SUBMITTAL DATE- JUNE 13,2011 ISSUED FOR REVISION DATE E E LOT i T'S v # f BLOCK 2 SCOTT & WHITE HEALTHCARE SUBDIVISION VOL. 10179 PG. 50 O.R.B.C,L 301 tu SUBDIVISION > "§7 -q OF ROADWAY 170"N Rob*6 ---- I - PROVIDED IN �j C WHITE MEMORIAL HOSPITAL. IMPROVEMENT PLANS, S OTT W� 2 o 0 0 C! 'I c 't"S" D 00 IP dj� N 10 (o /4 E Dv fyr 0 At IvL P1 JANNI C E vv JN b 7 1 OT2 CK 1 OCARE SCOTT H HEA %1NEER1 4- & W LT SUB ISION VOL� 101 9 PG, )50 0 16' 30' 61Y O.R.8 C.T. 41 7. + SCALE: 1'= 30' --r K, pw. '9 1V V — e. 7 6 LOT 1 BLOCK 1 Is if� 4 9 1 1 'r, op 1/T it I �', / , 11 1/ 1 C '6 1 1 \ \ I C Aw ..... .. SCOTT & WHITE HEALTHCARE + SUBDIVISION G4 A ...... . ........... OL 7 VOL. 10179 PG. 50 O.R.B.C.T. JOEL R B= FL 4' PVC-295.1556' A /j z� / 'p- 984A NON 71 , �g� I Awl AV J� / /, 1J` / / / /v p\ Ic �v KEY PLAN, /�7 IVI [Ti I 1�3'XIO' JUNCTION BOX Ile RIM ELEV.=301.25 0 X RCP)=289.06 FL (48" FL (48" RCP)=2.88.96 -cl 50* NCE CONSTRUCTION str, obural Wnl*l P11 S8 n % REFERE S DETAILS DRAINAGE Z B M.' SDF-endsfflyes h' quirernents at /* M ILL j, # C41 A n, "m WX a4mrow"WMIM ""Wei rm go W% #m ow ON o" Im w" wm No �MTCHLINE CG104 END MATCHUNE C0104 LEG AQQMIATIONS, wr -v '911 PROPERTY BOUNDARY G GUTTER 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EASEME�M OR SETMCK TC TG TOP OF CURB TOP OF GRATE APPURTENANCES AS CALLED OUT ON THESE PLANS. MSTING CONTOUR HP HIGH POINT LP LOW POINT 2. ALL, GRAVITY LINES ARE TO BE INSTALLED FROM DOWNSTREAM TO PROPOSED CONTOQR GR GROUND ELEVATION UPSTREAM. REr/kINING WALL TW TOP OF WALL Bw BOTTOM OF WALL 1 CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO 222��% GABION FL FLOW LINE POURING CONCRETE. CONTRACTOR, SHALL ENSURE THAT CROSS SLOPES STORM SEWER MANHOLE T.O.R. TOP OF RAIL ARE NO GREATER THAN 2% AND RUNNING SLOPES ARE NO GREATER THAN C11 STORM DMN JUN ON BOX FS FINISHED SURFACE 5%. IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL.CONTACT ENGINEER GB GRADE BREAK FOR SOLUTION, PRIOR TO CASTING CONCRETE. DRAINAGE INLET BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE GRADING & DRAINAGE PLAN "A" ---------- - - JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER FBW.96852 11161 A DRAWING NUMBER C 0.2 S T tORM SEWER UNE PRINT DATE PROPOSED SPOT ELEVAnON JUNE 13,2011 4 3 10 9 7 6 5 2 FT 10 9 8 7 5 4 P SCO17 & WHITE MEMORIAL x X HOSPITAL x X —2— SCOTT, SHERWOOD AND 0HU Hil- z MET- GAS GAS GAS BRINDLEY FOUNDATIONS T" 014u--� GAS GAS, TH ------ OH . ......... 011U- 311K 77 OFIRT- t,- HI I \, �� oi-1 u 0F1 u ,HU SCO17 & WHITE HOSPITAL n 7=77 .1c. �"u OH T COLLEGE STATION, TX i ---- -- OHL41 x 5 PA14--'RS OHU OR P VERS x OAD GAS GAS ROCK PRAIRIE TOP EL-303,15' Q, GA S A INLET L O'� F-2966 INLF 3 0 R p TEXAS REGISTRATION # -A, TOP EL=, 16' 270513EE CAVE ROAD, SUITE 300 AS 78746 T AUSTIN, TEX fL 4. MOON MAYORAS G ------ r N E -1, �,4 oplu 'P41 wm w/u -:7 -N, w OWNER: v- v ------ 1�C`OTT & WHITE MEMORIAL MAN PAd 011 u '3� (ipLi7y 484-238-8982 2400 S.31ST STREET P I U�,U . C URITY EA-qmrkT 20 00* 304.8 -20.004-2-0,0Q'-�ij. TEMPLE, TEXAS 76503 V, RIBBON CURB (TYP. �7 REF. CONSTRUCTION RIBBON CURB (TYP.) "3 ENGINEER. DETAILS SITE. 04� REF. CONSTRUCTION -5 CURB INLET psi-r--17 7 .30,k8 ' DETAILS SITE. JOEL P. BOCK, P.E. #98U1 TC=304.83 100.0 1-5' CURB INLET 612-314-3100 G=304,33 100�0n, JACOBS ENGINEERING FL (18" RCP)=299.75 TC=304.83 2705 SEE CAVE ROAD�, SUITE 300 G=304.33 REFERENCE CONSTRUCTION AUSTIN, TEXAS 78746 FL (18" RCP)=299.75 DETAILS DRAINAGE REFERENCE CONSTRUCTION ARCHITECT: BOB A. LUNDEEN, AIA DETAILS - DRAINAGE 817-736-7026 JACOBS ENGINEERING ,F 777 MAIN $TRUET 1-4' DIA. STORM DRAIN MANHOLE FORT WORTH, TEXAS 76102 RIM ELEV.=304.90 �06 gg 1 FL (18" RCP I $CO TT & WHITE SITE 37.12 ACRES N ..299.10 LOT 2 FL (18- RCP OUT)=299.00 ZONING - PDD - ORDINANCE 92010-3300 LOCK 1 REFERENCE CONSTRUCTION I, - I �,j �t c Sc0TT & WHITE HEALTHCARE DETAILS DRAINAGE LEGAL DES RIPTION: LOT I BLOCK I SUBDIVISION VOL. 10179, PG. 50 SCOTT & WHITE HEALTHCARE SUBDIVIStON O.R.B.C.T. V 307, 9.- / -11 SUBMITTAL DATE, A, JUNE 13,2011 lip E ISSUED FOR REVISION DATE inb Existing Well LOT 1 -main to Rc BLOCK I SCOTT WHITE HEALTHCARE SUBDIViSION RFW- ----VOL. 10179, PG. 50 POSSIBLY 309 D WELL N +/ I/ U 0 151\, 0 15, 30, 60i UNIQ QW74 'd SCALE' 1"= 30' x > NN N c X, ......... . N JOEL R BOCK % qwI g, -0- 144�� - - Aw DRILL AND KEY PLAN' I V ACCESS EASEMENT C14i N LOT 3 AN A/ �BLOCK 1 VOL. 7095 PG. 65 1-- O.R�B,C-T. /L SCOTT & WHITE HEALTHCARE SUBDIVISION Ji� <i� 11) / <1 VOL. 10179, PG. 50 VA, c: t h I& *W'n R O.R.B.c.t c RA P L A z B B A go I I v 0 L C 4, �5' 1 0 N EtJG1NEERiNG ow 0* on ma no an "s ow No wft wx am mom am 0" wa m wa r" x" ow m =a m mm m un mw MR wx on 0*."" 0% m ww'6 mm a" Me\"" 0" mm we X= m go m r" no on om go m mm M m an ww m on "mm 0" No an so wm ma " imi vmc* L an ww'�m am aw so w" wm',,Nn No No am *a Z. i6 No m mm"ma am rwmmn *4 wx wo w=L on m mw mm sm m M; MATCHLINE - CC105 LEOEND MATCHLINE - CG105 AORMATM1 -U NLK—AL� PROPERTY BOUNDARY G = GUTTER 11 CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EASEMENT OR SETBACK TC TO = TOP OFCURB TOP OF GRATE APPURTENANCES AS CALLED OUT ON THESE PLANS, EXISTING CONTOUR HP HIGH POINT -8\30--- LP LOW POINT 2. ALL GRAVITY LINES ARE TO BE INSTALLED FROM DOWNSTREAM TO PROPOSED CONTOUR GR GROUND ELEVATION UPSTREAM. Tw TOP OF WALL RETAJNING WALL BW = BOTTOM OF WALL ,A 3. CONTRACTOR SHALL., FORM SIDEV.ALKS AND VERIFY SLOPES PRIOR TO MION FL = FLOW LINE POURING CONCRETE. CONTRACTOR SHALL ENSURE IHAT CROSS SLOPES T.OA. = TOP OF RAIL �ARE NO GREATER THAN 2% AND RUNNING SLOPES ARE NO GREATER THAN STORM SEWER MANHOLE FS = FINISHED SURFACE 5%.1 IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER F= STORM DRAIN JUNCTION BOX GB = GRADE BREAK 1 FOR SOLUTION, PRIOR TO CASTING CONCRETE. DRMNAGE INLET 13VC = BEGIN VERTICAL CURVE Evc = END VERTICAL CURVE GRADING & DRAINAGE PLAN* "B" JACOBS PROJECT NUMBER IDSHS PROJECT NUMBER FBW96852 DRAWING NUMBER uu103 CURB INLET STORM SEWER LINE PRINT DATE PROPOSED SPOT ELEVAPON JUNE 13,2011 F2T,) 6), 4 j 2 4 3 10 8 7 A ff-%1 Ill 11�W et 1111m 111Tm gn, rlclk 10 1 1 /133,10 10 9 8 7 5 5 1 MATCHLINE - CG102 MATCHLINE - CG102 _ � !� !!� !1� 1371 .- �!1 � L'2'9 E99 �" � � 4"-"l7 � ® ®!".7. dR! ... RS4.0 !!� @'dI !S! � pS7 � EIDl � _. .. EI9! � � b'Dl! � - ® !!�l �.� !!7 ®�!"d !�IlI � l!� R1! !� �� ®! � �!� � %� � � Rs1A !9! I!!A ill 69 !1�! t!9 Rd tnl � 141 !fA !� {!� IeQI f1Ar!-�� ! . - _'e J / / �j � �n 1� 1!� 1!� L�"l �1.9 11!�7 @� !9!"� �9 � �! @� !'�A �9! !ER/ I� E..^6 !"� � � Q4R� �'4! L73� �I4.�21 .. 4R!!I �� !�A @� IRS �S1 Rlg � !'1�71 �11R41 .. IR?Rd � 17CRR RAC! �l E'�! !AA R.*.IS � P..� � 117� 1&�1 � �SAf s�-y,: nV 5a i��.`� •o?..A^E'� n c� r,.,•.. " .� - .AB.��EVIATIONS. / �� // i -4 X4 4-SIDED INLET SCOTT c� WHITE MEMORIAL _ HOSPITAL G -- .GUTTER aa" TOP OF CURB ~~ i o / 9�� FL (24" RCP)=291.00 \ 4 \ 1 0 '� 0 � %: SCOTT, SHERWOOD AND ' TC. 7 REFERENCE CONSTRUCTION \ 1 1s. nY ��. �:_- � .; t TG =TOP OF GRATE �, / 2g C., \ \ \ ` � I - �� r� �� BRINDLEY FOUNDATIONS j•� t:< '� 6° DETAILS - DRAINAGE ,.y �¢.. r HP. =HIGH POINT N / \ \ LP = LOW POINT \ GR = GROUND ELEVATION / rn \ \, \ v ,._ TW TOP OF WALL __ _ - / \ 1 x: aX BW = BOTTOM OF WALLSCOTT & WHITE HOSPITAL 3' FL = FLOW LINE s<G ' T.O.R. = TOP OF RAIL / / , \l\ \ Vl_ ¢ \ COLLEGE -r"i"I y FS -FINISHED SURFACE / / / / \ M \ ! GB -GRADE BREAK / BVC = BEGIN TX VERTICAL CURVE \ / / / 29g • "' _ EVC = END VERTICAL CURVE Knowwhars, D-0-90W. / , 9 O 1 TEXAS REGISTRATION #F-2966 2705 BEE CAVE ROAD, SUITE 300 /29 .3 ' \ \ I `` \ 1 AUSTIN, TEXAS 78746, l !EN® / / / ER / 2 5. 7 t \ �^+ / / / \ 1 29 � FL (24 RCP)=288.70 � 1 rhooN - M,aYoaAs f / / 1-5' CURB INLET / / 95.92 \ \ + FL (48" RCP =286.70 PROPERTY BOUNDARY / )- \ � / 1 ARCHITECTS, INC. TC=294.80 I \ \1 = - EASEMENT OR SETBACK / � i / G=294.30 � _ � _ 29 .96 � •� c� � I ?9� g 2J TING C5 rn I JJ 1 EXISTING / / / L (18ffRCP)=290.90 1 i / / FL . (18" RCP)=290.90 0 ----300 PROPOSED CONTOUR REFERENCE CONSTRUCTION 298.34 - 302.00 29 7. 1 - 1 ^ / / DETAILS - DRAINAGE _ \ + o RETAINING WALL \ / / / _ / i rn 1 10 CURB INLET ' M OWNER. cv / _ 298.66 2 9.00 GABION / rn TC=294.90 SCOTT 8s WHITE MEMORIAL / f / I _ 299.12 299.49 1 - - / 1 5 CURB INLET G=294.40 I 484 238 8982 9' / h;,. 7 � N >/ 29� .66 300.00 1 Q© STORM SEWER MANHOLE / TC=294.80 t° FL 24 = rn 2400 S. 31ST STREET ; / / a, ( RCP) 290.00 / _ ) „ N 1 TEMPLE TEXAS 76508 C1�7 STORM DRAIN JUNCTION BOX � G-294.30 1 N \ / / " � FL (18 RCP)=290.50 � 300.47 301.00 .00 ' a� rn 1 DRAINAGE INLET / / FL (18 RCP) 291.20 0) REFERENCE CONSTRUCTION \ N o1.00 / N - ' 3 1.72 ENGINEER: REFERENCE CONSTRUCTION I9 o DETAILS DRAINAGE \ --___ \ 302.00 JOEL R. BOCK, P.E. #98441 cuRa INLET 1 / '9�. / DETAILS - DRAINAGE N STORM SEWER LINE / 512-314-3100 Z95.00 \ 1 / -' ` ---- JACOBS ENGINEERING 296.44 PROPOSED SPOT ELEVATION yam / titi y \ ' 2705 BEE CAVE ROAD, SUITE 306 AUSTIN, TEXAS 78746 29 . 1 r€,I ur l 1 SCOTT 8: WHITE SITE - 37.12 ACRES equirment 1 / \ r-;v ZONING - PDD - ORDINANCE �#2010-3300 296.00 I�{... , 1 o Z94.9 --_ 297 298 29 C3 29�5.52 0----__ /---- :_ �: / FIL 18" RCP =285.58 1 / 95. FL (24" RCP)=285.08 � � ISSUED FOR REVISION DATE 2} .05 � 296 25 5Z9 ` a \ 1 ISSUED FOR ASI 06 08/10/2012 i -10' CURB INLET r },;:,n v \ � \ V : I ISSUED FOR ASI 29 01/15/2013 294.P. �., Elevationr€F€u TC-301.65 '_.` .... ISSUED FOR ASI 30 01/24I2013 P 296.75z f G=301.15 30 .15 l O h 296.46 \IrII�i rI 294.00 2 0 95. 0 t,� °� � � \ "" FL (18" RCP)=297.15. � / \ 1, REFERENCE CONSTRUCTION QQ,, Q• ��, / / 'may. 1� \ DETAILS -- DRAINAGE 1 417t� G ♦ / rn 95. 4 u / 5. 5.00 \ / / N �4 / \ 2 .04 29 .0 300 5 297.2 N � 2 .95 293.00 N \ \ Zg6 \ 300 0 j �/ �� 1 29 .6 00.40 # \ \ \ \ 297.46.. 297.O 00 5 3 O 299 / 0co 0.20 �� \ \ N 1-10' CURB INLET s1 30 TC=298.75 299.68 96. G=298.25 / 0 1 FL (24 / RCP)=294.25 _ / \ � / 0 1 REFERENCE CONSTRUCTION / / 300.4 1 DETAILS -- DRAINAGE 98. 6 / \ 96.00 \ \\ \ 29 / / FL (6" PVC)=293.50 0 15' 30' 60' \ \ REF. MEP FOR 1 298.00 CONTINUATION t 29 .37i \ \ \ \� �. 298.00 � 98.91 J / / �ti po 0 1 SCALE: 1" = 30' \ \ \ / V-1 FL ,�36 RCP)=283.72 C9 6\, \ o c i .2) o �� 300. FL (3 PVC)=29 .JO 5� s , 1 REF. MEP FOR CONTINUATION; ;* 1' 00.30 1 ..........................., 0 29 .2 , 99.40 # o �.. JOEL R. BOCK \ 296.4 \ rn = ,� \ �, / d o FL {36 RCP)-283.75 8.� , ........ • 2 6; 79 q, ��, 299.25 FL (3 PVC)=286.50 ` IE �o ; • �wsNx. Fss .••fie 29 298. 4 4 FL ff =2\O® QNAI b. °� 1-24 SD PLUG 29 .0 \ 2 8 298.00 2 02 300.40 FL 36 RCP-284.04 1 . \ 1 KEY PLAN: 2 PAST BOC FL (10 PVC)=286.20 FL 24" RCP =288.00 \ \ / \ ! \ % 1 1 REFERENCE CONSTRUCTION '/ 29 .97 /.: FL 10" PVC=293.50 1 2 .9 q �, 1-3'X10' JUNCTION BOX DETAILS - DRAINAGE 297.81 93 REF. MEP FOR CONTINUATION 1 \ / \ h/ / 5 1 RIM ELEV.=299.85 Y 1-10 CURB INLET \ w.. \ Ic' / FL (12" PVC IN)=285.04 - -- rn \ /� / tLt 300.40 FL.�� 1 , TC=293.40 -�/ / N \ \ � 2 7.9 � / 291 \ L (24" RCP IN)=284.94 1 G=292.90 293.00 `n - 29 5 \ /..�� FL (30 RCP IN)=284.34 FL (24 RCP)=287.75 \ / / \ \ 98.oa r / \, FL (36 RCP OUT)=284.24 FL {10 PVC)=293.50 REFERENCE CONSTRUCTION N / / 298.02 9 i / 298. _ ? REFERENCE CONSTRUCTION REF. MEP FOR 1 / / 9 DETAILS DRAINAGE CONTINUATION 1 DETAILS - .DRAINAGE 29 �` . / ` FL (30 RCP)=284.72 \ 2 / // �'\ � LOT 1 N PVC)=285.42 BLOCK 1 cn rn 292.00 / 98.73 �'� 1-12 AREA DRAIN 300.4 SCOTT & WHITE HEALTHCARE rn / / , ��\ / O- ~ TG=297.50 '�4fl w e-f. � . RFI SUBDIVISION N FL 12" ao.4 \ VOL. 10179 PG. 50298.73 29 9 PVC=296.50 1 , Attached rn \ O.R.B.GT. N 29 .59 � 298. 0 �� /%`.. � ` � 299.401 DwAw,€XG�TItLE 98. 13p0 1al fADING $c DAIIACE 98.3 j� j/ r . .w" m w" r* �e�a rse m . a nns �a .� - e� m rma RM ma d� ems, �. . e+� Liar e� , e� i �1 ens Brae a .�►� s e �s erg �, , m� e� r ier� �e �a e�*a t rss . sue, use ors ors ® c� 3 ® > �m e�, .: Rs. tee tom, �� PLAN C Ref. attachments &' t l .� e " MATCHbNt-, ,0(�'1..OIf. _. / T . >, MATCHLINE - CG106 GENERAL NOTE, " I' FL (12 PVC) =28for revisions to /0 R, 7 1 % FL (in" PVC -288 32 FL (in" PVC -- 9 A UTILITY CROSSINGS: 1 8" "WWL=280.98 24 SD=291.01 2 24" SD=289.42 12 WL=294.18 O8" "WWL=281.35 30 SD=284,35 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND spot e-le' 1a �� r �,_� � " )- (- )-2 Q.49 FL 12 PVC =287.15 FL 12" PVC=288.32 FL 12» PVC-290,49 F8W9 PROJECT NUMBER TDSHS PROJECT NUMBER APPURTENANCES AS CALLED OUT ON THESE PLANS. " �r � er I'�r -ain Entry, , ( ) ( ) ( ) F8W96852 11161 A Q10" SD=291.45 2. ALL GRAVITY LINES ARE TO BE INSTALLED FROM DOWNSTREAM TO UPSTREAM. CAUTION: 8 WWL-289.85 3. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES. PRIOR TO POURING CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS VERTICALLY AND CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO HORIZONTALLY PRIOR TO START OF CONSTRUCTION. GREATER THAN 2% AND RUNNING SLOPES ARE NO GREATER THAN 5%. IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION, PRIOR TO CASTING CONCRETE. DRAWING NUMBER CG1 04 PRINT DATE MAY 13 2011 f 10 (Q� V 6 5 4 3 3� �j., ,n / �.� % n ,: i y, � . 1..:. � ,8 � A .. Ji RL' �, °'yam. � ..... : i 14 9 8 7 " 2 1 " MATCHUNE - CG103 MATCHLINE - CG103 AAA AAiI en r@", ! . N"41 AAA !@lL9 AA+! c®!f9 Asa AAs A@s9 ! ALA m m � m m vm v tea R+A A!E� A�3 A!f !3}9 # no A" AAA AR mm no Ace mm Asa �, � rm .IAA mm so m AAA m on awe m m m em � m A m~ �.. AI9A : AA! A No AAIA m" Alas am AAA Wm AA! Wx AAs ARl A!!A1 AlRA �! AAA AAAI AAA A� AAA AeaA ARN /!RA A� m no !�!!! MR ON mm R9 "m AAA ee mm AAA sm on rm no � :. _. Aee R9rIF--4A�19.A^_�S A!!A � _ � 1R1S1 A?qB � mm !'^.® Wm m M ® A4°'.,9� � .. I�i��t3II rr�il.,., E.f�J il:+�.%ei� �rviC'� fi�� \ SCOTT &WRITE MEMORIAL b��ell f.,,�ater� a.� �;...,�:€-it t.� il.e vhl,�:r� . �r.elE E.�l . � \ .�� - DRILL SITE .AND a,>> Sam _..:. �..,. 1 \ yy:;�;.(fi�� W j .,,,, 3 y yr :. HOSPITAL tl��? i3vb'Y Y��L Poi � ��b��l:: i�. � ! a.. ^�t,.. <L. t i w y dr Y E. Kbc'Fii�: o r GENERAL NOTES. r- ACCESS EASEMENT � � \ 1-5 DIA. SD MANHOLE 1 \ �. .1W- SCOTT, SHERWOOD AND c� 1 \\ VOL. 7095, PG. 66 j >..� RIM ELEV.=315.50 /°' „ 1. CONTRACTOR SHALL FURNISH AND INSTALL r BRINDLEY FOUNDATIONS uu ti O.R.B.C.T. /� / 9 \ \ FL (18 RCP IN=291.10 . 1-1 r/ 1 . �`- " ) ALL MATERIALS AND APPURTENANCES A5' \/ LsJ / FL 18 RCP OUT =2 . s ( ) 91.00 CALLED OUT ON .THESE PLANS. q VV 1 REFERENCE a b CONSTRUCTION DETAILS - DRAINAGE E 2. ALL GRAVITY .LINES ARE TO BE INSTALLED �I� FROM DOWNSTREAM TO UPSTREAM. SCOTT /(I 1 / / ' • k: i>,.2%.r,3 s y'kK S< WHITE HOSPITAL � �C� 1 8 3. CONTRACTOR SHALL FORM SIDEWALKS AND fi,,,� Y{COLLEGE.STATION, TX \ � � I VERIFY SLOPES PRIOR TO .POURING sY CONCRETE. CONTRACTOR SHALL ENSURE 1 THAT .CROSS SLOPES ARE NO GREATER THAN 2% AND RUNNING SLOPES ARE NO.j a GREATER THAN 5%. IF ANY DISCREPANCY - �, \ / ►� / ARISES, CONTRACTOR SHALL CONTACT 31' [MID, I TEXAS REGISTRATION ;i#F-2966 'S 4 14.00 \ 31 .0 ENGINEER FOR SOLUTION, PRIOR. TO �, �a 2705 BEE CAVE ROAD, SUITE 300 / �'' / 314.48 CASTING CONCRETE. o I oq 313 0 �' / ` ;> AUSTIN, TEXAS 78746 a. ; / )m you d to / ,yq / 3�2 cr' �\ \ / IGi00N MAYORAS V 1 ® r \ cs LEOENID IM o � O � AP2GNITECTS IN311 C. 3 /..' 1' _ 1-4'X7' JUNCTION BOX \ , - PROPERTY BOUNDARY RIM ELEV.=302.70 31p 313 \ EASEMENT OR SETBACK FL (18 RCP IN) 286.30 d- � - . " r 7 -- EXISTING CONTOUR o ` P ACC SS EA ENT - \ = 1 23 UB C E (93�� FL (48 RCP. IN) 283.80 � 3 LOT 3 1 " 09 3 'j - / OWNER: V01L 179, PG. 50 13 BLOCK 1 /' J PROPOSED CONTOUR FL (48 RCP OUT)=283.70 300 SCOTT &WHITE MEMORIAL 0. C.T. \ SCOTT &WHITE HEALTMCARE" REFERENCE CONSTRUCTION / 8 / _ 1 \DETAILS -DRAINAGE 30 ____ ..1- \ . / RETAINING WALL 484-238-i3982 1 0 , SUBDIVISION GABION 2400 S: 31ST STREET \ VOL. 10y79; PG. 50 1 M ;., � TEMPLE TEXAS 76508 0. .B.C.T. s 3 R \ � O STORM 0 EWER MANHOLE \ 3 _ 1 .--- EN ? . cn STORM DRA(N JUNCTION BOX ENGINEER: \ \ 3 FL (18 RCP)=284.44 , JOEL R. BOCK P.E. 9984!41 O6 FL (36" RCP)=282.94 _ `' \ \ / - � DRAINAGE INLET ' 512-314+3100 / . JACOBS ENGINEERING 30 1-2 X 377 _ \ � CURB INLET 1 \ \ ` 5 2 AREA INLETSTORM SEWER LINE 2705 IEEE CAVE ROAD, SUITE 300 TG=300.00 \ 1 S SPOT AUSTIN, TEXAS 78746 t " LOT 1 296.44 PROPOSED T ELEVATION \ \ FL (18 RCP)=296.00 \ 1 FL (36" RCP)=283.08 0 .00 0� REF. CONST. DTLS. - DRAINAGE 3j SCOTT do BLOCK HEALTHCARE 311 -- 0 \ SCOTT WHITE SITE - 37.12 "ACRES 1 03.44 1-10X10' JUNCTION BOX S101 N -- �J 1 \ ABBREVIATIONS: ZONING - PDD - ORDINANCE #2010-3300 VOL. 10179, PG. \ \ 1 02.41 3 i RIM ELEV.=302.00 - p3 " ��.,,,, _ G = ..GUTTER , O.R.B..C.T. FL 18 RCP IN-254.26 ---� TC = -TOP OF CURB 1 FL (36" RCP )_ - -- --` _ - -` TG TOP OF GRATE ( " IN) 282.86 09 _- -- 310.01] -r 3 \ -- HP HIGH POINT T 1 3 1.80 5 : 10 A .f. c FL (48 FRCP IN)=2$2.86 f _ \ LP = LOW POINT 1 or evi-, ..: 36" FL (3 X8 RCBC OUT)=282.76 37 � �- 0 / GR =GROUND ELEVATION 1 REF. CONST. DTLS. -DRAINAGE 0 - _ c�� K,-t' for _ . _ TW = TOP OF WALL I © o grass � e Y _ ., / BW = i 8 For I�"I�t�rl.l Ire .,� � ICI �€14, rrr�,�.Illll�.,c�l \ BOTTOM OF .WALL_ i :: `> 60 :. 1-2'X2' AREA INLET , \ TG=299.50 v rd ,fire LIS0 Of 10t��rr or eIII°� l rrt \ FL _FLOW LINE ISSUED FOR REVIStoN DATE T.O.R. = TOP OF RAIL � � - II be used, as shown lrr � of r r ce, \ � _ 1 301 300. 5 4 FL (18 . RCP)=293.00 309.70 \ / �� FS FINISHED SURFACE ISSUED FOR ASi06 08/10/2012 r --�' : \ GB = GRADE BREAK ISSUED FOR ASI 29 01H5/2013 \ � Y REF. "CONST. DTLS. -DRAINAGE � i y \ •: i _ � ,� .,r�.., �l��tf� ��t 1 _ � \ BVC =BEGIN VERTICAL CURVE ;., 1 5 CURB INLET I��lt.��tx final rat�e t£�� IIS rock. EVC END .VERTICAL CURVE ISSUED FOR ASI30 01124I2013 300 5 r ''p TC=301.47 3p) _ ___ 308.Q9 09.15 309 1.k-\w'. �' G=300.97 - _ 309.00 _ FL (18" RCP)=292.74 -- 3 \ 4 REF. CONST. DTLS. - DRAINAGE Ir€ lY Y \\ .,-- O \ ) Os 308 308.27 9 \ 300.40 \ _ _ FL (10" RCP)=291.24 308.38 308 ;ass ® 300,40 300 i \ c�' art FL (18" RCP)=287.96 30 F 300.E"Q ;.h ��4 FL 18 RCP =287.96 0 1 _3 ( ) 3 N; 1 FL (6 PVC)=289.09 �i � .��N� f'�I�.,; �. r.tll:." ; FL 18" RCP-283.65 30 95 �- 1 FL 6" PVC=2$9.09 30. ;i• ( ) � 305. 6 306 306.E .40 ;�r rrI E �. t FL (3 X8 RCBC)=282.15 - \ 1 � FL (6" PVC)=293.50 � � r\ � ir�� 2 --r:: �� .� � ., � `= - .__.:._--•- "' ._--- ` 3 0.41 r: 1-2 X2 AREA INLET 0 \ - 3 REF. MEP FOR o to rk 304. _ --- C 300. of \ \ TG=300.00 S 306. 307 CONTINUATION M " � FL 18 RCP)=296.00- 1 - FL (36" RCP)=283.16 \ REF. CONST. 1 , FL (24" RCP)=284.16 \ \ DTLS. -DRAINAGE._-- 1 FL 6 PVC-285.56 00.40 299. uo \ \ 3Q�, p 304.06 ,. \ s 0 15 30 60 FL (10 PVC)=293.50 �o \ 3 _ 1 P UATION Og -- 0 q y 1 c� � --- - �" 3 306 \ � SCALE:1" = 30' ' CURB .INLET 00.25 9.05 \ - o� ,0 -1 303.59 ...- --- -- --- �S 306.79 \ TC=299.00 --- O.F 299.00 " ,. s, 0. - 306. 0 OF p� �....... F 1 �✓ 1 G=298.50 , 0 1 306.14 \ P .• •. L 1 " 1 _ - 03.15 303.66 - � .• •. q 1 FL 18 RCP =292.16 299.41 - I - t y.. s 1� C ) 02. 5.88 305.72 300. I o\ P....:.....................:....d FL (10 RCP)=292.82 '� ai= .298. _ I ,I � .15 3 a 3 06 �" _ REF. CONST. DTLS.-DRNG. 0 _ \ �- JOEL R. BOCK � 9.95 298:8 I - A zN _ -- �- - - --_ _ ` / �..........................� 1 300.40 300. 5 9.04 I a s - f 305 C L N N � C 300.40 o I \ FL 18 RCP-283.51 .... 3 '`•- \ \ / � ... Ste•' ��'� . 1 M 299.16 C ) �J p 1 FN ... 1 I`` FL 3 X8 RC C = --- / p sio 1 ` 301.50 \ ( B) 282.01 _ - ..• \ � \�� NAL „s,A. 1 FL (6" PVC)=293.50 \ 99.58 2�8 305.00 --; ,��•�® 1 REF. MEP FOR )UU.40 I` -3'X8' JUNCTION BOX I� €' 304.2 \ \ __-- "'" KEY PLAN: CONTINUATION 30 .50 FL (6" PVC)=293.20 I 302• RIM ELEV.=302.20 ;' 1 ►► x EI, z� ..I r 305.00 OQ FL (10 RCP)=293.20 ::::. "2° 305.00 FL 18 RCP IN =284.81 1 300.00 ( )Iraflr \ ' _ 00. � ' � 305.00 FL " 10 PVC =293.50 FL 3) -- 1 ( ) _ ( C8 RCBC IN)-281.81 4 1 REF. MEP_ FOR 00.00 I I 302. FL (3'X8' RCBC OUT=281.71 3 REFERENCE CONSTRUCTION �� 05.0] CONTINUATION � � 3 1. 0 ) 304. 0 I 301. DETAILS - DRAINAGE 1 ` / 300. 0 300.50 I \ 303-70 .13 1 I _ M4.0 303.80 00 Ref. RFI & o ; o� I ` 0,°�g 299.00 Do 300.34 I I f 0? 3p2 02.58 `303 305.00 - 303 \ / Attached he U � �� "�' f 1 � 2 © � I I _ - ` 3 \ 30¢ 304.90 � � 302.52 sheets,07 :< <>. 30 9 304.54 :NI 303.72 \ \ \ 15 COMMON -..ARE. 298.50 I. 1-2'X2' AREA INLET 302.0 302-.6 zr J< ,� OL. C.T 79, PG..50 303.75 302 l \ � � _-- 0 � I TG--298.50 �� 00.00 I I FL (8 PVC)=294.10 �% 302 �s <5 < 3Q 304.00 DRAWING TITLE ef. Iµ I w y4 "� �> "",. FL (18" RCP)=294.00 \ REFERENCE CONSTRUCTION 9 \ GRADING & DRAINAGE ttI� 298.75 299.25 I 9 .73 �_ -- --- - _ - :IFS--j !� 1 <;. DETAILS -DRAINAGE ,: = 3 :_- ____ � ----- 3 U 1. 3 � \ ,IIO 1S, 7GS ©� 11 it !4! Am ASi R"A R"! A'9 AAA l'*..91 A@47 At+9 AC7A At'IA �^.T EFSf - m 1AAtS! t1f71 ! !A t fl Y '2 A4! ?7f lEI9 Af'1 A® RA 1® .\ 1� AID !1 i9"1; L4?IF A® AIAA !Dd Aal1 A!!1 AIAi AIAA AA4A ! ^! E5A1 AA AN LAT%1NE- MATCHUNE - CG107 Structural UTILITY CROSSINGS: requirements at 044 SSD bends/wyes 18" 12 SD=288.64 WL=293.79 8 X3' SD=282:41 S WL=296.50 O 24" SD=284.66 8 WWL=282.04 10 48" SD=283.42 8 WWL=291.35 18" 12 SD=285.45 WL=294.32 O 48" SD=283.46 8 WWL=291.29 G) 8'X3' SD=282.39 6 . WL= 296.50 1i 12" WL=295.01 8 WWL=291.05 O36" 12" SD=282.93 WL=295.09 O 24p . SD=284.58 12 WL=295.68 Q 18" SD=291.22 8 WWL=300.73 12 36" SD=283.08 8 WWL=291.43 JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER F8W96852 11161: _ n DRAWING NUMBER / i GG105 PRINT DATE MAY 13, 2011 n w 10 B aU 11, 1 vj o 51 10/31/ 3, At .: Connect 10'I rrl 1-10' CURB INLET CAUTION: inlets.Ref 07 TC 301.81 CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS VERTICALLY AND` for �;onnectin inlet.r �, G=301.31. HORIZONTALLY PRIOR TO START OF CONSTRUCTION. FL (18" RCP)=296.00 REFERENCE CONSTRUCTION DETAILS - DRAINAGE o 9 s 7 .65 4 s �� MATCHUNE - CG104 ^'t b ` MATCHLINE - CG104 77/ �,e// 7 �ern eye� e� t � � aa?g e� � � ems/ . �a .i. ,q � � e� ., �� a±re -SAC a� �e®SfUhv �k.. FL 30 = ( ) 285.29 / 298.5698.0•4,;; p •SCOTT & WHITE MEMORIAL 1-10 CURB INLET NII :« y EL 12=286.29 u,A n ..,�:y ( ) 2 7.0 �/ / , 2 9.10\o 0_ HOSPITAL TC=292.00cl��l� ,.� '�•�. 8 2 " • 3 ,; r. +s Fibs G=291.50 � 6. 6 � x, 7,�04 �� p 8 \ � 2 9 c� �: © SCOTT SHERWOOD AND \ Gam^ �� / �\�' 1-12 AREA DRAIN FL 18 RCP IN=286.91 rn / �`� 1 �,,�r BRINDLEY FOUNDATIONS H \�� „ ) cv / \ TG=298.00 r "' FL (24 RCP OUT)=286.81 �n 9 1 2 1� ? FL 12" PVC=297.00 2 9. z a REFERENCE COS _ 6, 38 ( ) a FL (12" PVC)=291.50 n CONSTRUCTION ._:.:.- -- 29 .2 � ..f 1 .. \ i \� _» 296.90 ;� y \ REF. MEP FOR CONTINUATION = o DETAILS DRAINAGE / N / �\' A %! I ief. aitact'i N sk tr.:,h 99.40 _ p c, \ / f N of ,' .. 2 .82 � Q ��I'w I;I 672 f.�r I�1=�irl I�rrtr 7 \ rar�aP�r_Irtter•�.I Gutter SCOTT & a WHITEHOSPITAL 1 10 CURB NL � / ,:. \ I ET 09o, TC=291.20 \ / 953 �� / 2 , 7 t �,q\ t<< COLDSTATION,TX o>� ^ G=290.70 29 .13 f �`I \ FL (10" =290.14 Fq FL 24 RCP=287.25 / 299.00 \ y( ) 95. 0 � / . FL (12 )--290.04 i REFERENCECONSTRUCTION s / o\ \ \ 299 Q - DETAILS DRAINAGE / / 0 6 FL (10" PVC)=291.50 LL 99.02 'REF. MEP FOR CONTINUATION 1,, .�:;, �291.98 295. 0 of1i" z", 295. 4� \ 1 29 7.0 � :;_�_;.: TEXAS REGISTRATION #P-2966 298.02 r .� r E ri �.\ ,..:� . �F'i,:� s'\?� k� 1:1 �S 0 .��i�I`I"t1 ��'I'�ll� Ili�� \ 1 2705 BEE CAVE ROAD, SUITE 300 w v - r AUSTIN, TEXAS 78746 \\ 1-24 SD PLUG v ' / 4.00 / / �, \ � � � �. . �:.t��a.� P 1�1Lt..�. ' 2FROM CURB INLET / \ ti REFERENCE 0 / -- ,. C NS (RUCTION 298. \ - _ .f �,.�r� �t " FL 12 = 9 .18 , _ � � '� � -. ,. �, ...�. , ( } 2 1 _ 1 MOON mavoRas G \ \ DETAILS DRAINAGE 4. 0 1 9 .14 \ " .� � .'�..I;:;, G \ \ / 297.45 12 AREA DRAIN I ,; � 4 `��' - " \ 291.01 TG=298.00 \ . FL (3 PVC)=293.00 �} z \i 94.00 20 ..... 8 " ,<.. LOT 1 9 47 _ REF. MEP FOR CONTINUATIOf 1 \ 1-5 CURB INLET i FL (12) 295.75 . 2 .v.�40 \ BLOCK 1 _ N FL 8 = 295 5 � F=. � .� _ p \ � \ TC-292.50 " _ 5 �� 29 ( ) .7 r'.... ,�,.,� .. ; <��. ,:: .LL , " . � ��, �I �� € -.r its SCOTT\& WHITE HEALTHCARE G=292.00 FL (18 RCP)=287.56 / �`Z \ ,-� FL (12=291.03 \ . " \ „,,� ) \ for revisir�� tD SUBDIVISION 1 " 4 RCP 287.06 / _ 21 \ ,. FL 18 RCP 287.50 \ ( ) ( ) .� spot �..Iw�.�tlrl,.: fir VOL. 10179, PG. 50 R NCE CONSTRUCTION _ . � _ 298. 6 :. �� ;r I��.{;� �r�rt€,� 0 R.B T 1 OWNER. \ DETAILS DRAINAGE ``..: / s\��'� �\, / 29 3 RIM X7 JUNC110N BOX � / ELEV.=296.60 � g g " FL (12" PVC)=291.50 \ f\ 1 SCOTT & WHITE MEMORIAL N g g r REF. MEP FOR CONTINUATION wee R - SFr, " = 2 \ 1 484-238-8982 FL (24 RCP IN) 285.90 29 .00 24,00 S.31ST STREET PUBLI ACCE S T �,, •, � FL (24 .RCP IN)-285.90 / 1.� AREA .DRAIN \ / csa �^Z\,Z, p- 298. 8\3\\ t�.J C�[� TEMPLE, TEXAS 76508 VOL. 0179, �3 i \ FL (30 RCP OUT)=285.80 \ TG=298.00 \ < 4 < LOT" BLOCK , 1 1®V i I T 1 \ 1 \ :, 37:f2 AC . \ � � 0 R.B.C. 292.14 29 .8 �. /i \ REFERENCE CONSTRUCTION 98. 2 F1_ 8"=296.50 \ ;:.: n & ,� ALl},C E \ i } \ \ � ( ) �NE AR ENGINEER. \ o \ / DETAILS DRAINAGE 10117\ 1 w / vCL. s�c. so J©EL R. BOCK, P.E. #98441 \ p \ FL (3 )=291.23 SUBSURFACE DRAINAGE SUMP %% o.P.R.B.c.\ \ 1 512-314 100 \ \`` \ \ \ \ FL (24" RCP)=285.98 9 30 299.40 FL (12")=291.23 PUMP REFERENCE \ 1 JACOBS ENGINEERING \ \\ ,� / ,� FL (24 RCP)=285.98 cA _ CONSTRUCTIONPIP size lea.. leaving the -p 2705 BEE CAVE ROAD, SUITE 300 > \ N 60 c� DETAILS ... Irl,, F �o / c� " ,r;r: s ' � ..� AUSTIN TEXAS 78746 �\ FL (3 PVC)=291.50 REF. MEP SHEETS P-100.1 FOR �;,_. ,�,::.. ... �t�rr�\'�lector vault �.. ,..� 1 1-10 CURB INLET \ FL (18 RCP)=286.99 \ \ REF. MEP FOR CONTINUATION CONTINUATION. REF. P-601 SP-3' \ \ 1 \ SCOTT WHITE SITE - 37.12 ACRES TC=292.30 ...4 :..: / 290 99.40 FOR SUMP PUMP SCHEQI ILE � FL (24" RCP)=286.49 :., � �cF.� h0 _.._ r aa.• f \\ O. O „ _ r G-291:80 \ \ ,; 1 O O \ FL 8 =291.43 m n I{O r � INSTALL CONCRETE LANDING 1 \\ � , : � ^� ( ) v III � I --� � " 299�20 ZONING - PD®- ORDINANCE #2010-3300 2 BELOW BRICK LEDGE START AT 1 FL (24" RCP)=287.80 ` �� \/ _ g, �.:, `L ( )= REFERENCE CONSTRUCTION �� \ �\ \ I FL (18" RCP) 287.01 ��' FL 12-291.43 `„rk'r€rll ELEV=299.20' &SLOPE AWAY / I Wit. .ttar Pd r " -�� i { Jeii q AY FROM DETAILS -- DRAINAGE / N 29 .98 FL (24" RCP)=286:51 _ ? FL (8 PVC)=291.50 s . , BUILDING AT MIN. 1.00% SLOPE 299.20 \ I 97.20 REF. MEP FOR CONTINIJATIoN I1 tt'u;:.I RFIC1ATIONs• \ \ \ 293.02 \ �`L f REMOVE ANY SECTION OF • �� 1:-Achter y \ 292. \.. 15 - �� CURB THAT EXCEEDS 299. \.\ CONCRETE RETAINING WALL. G GUTTER , •:•:•-.,.:<,:::�::.:: , \ ;.... AND REPLACE WITH :.;.:....:,, .. .� � 7 ..: �.:,:.;.. .•.:;. REFERENCE STRUCTUR�1�. PLANS. el�;•r��erit� tsar' I'�/ fH CURB AT TC = TOP OF CURB \ 0 9 9 r _ ; . TG TOP OF GRATE G� R,-.II �; 291.50 .,> \ ,ry, retains € �°,III, MAX ELEV OF=299.00 , s \ �, .�'`''` ` ISSUED FOR REVISION BATE \gyp \ ,� 29 50 : 97. 12" AREA D9g:Ci HP HIGH POINT - N 95.50 RAIN :. :. =1 2 "..r 0 s.,x. " ' --•_..'', ISSUED FOR ASI06 08/10/2012 LP =LOW POINT \ -' �. � r ,' • � . `�... \ N < :.:. ;,: TG=294A0 �'%.;-� FL, 10=292.16 � •.::...._T.;;--..:::.: 9 . GR = GROUND ELEVATION \ rrl {ner`It 291. 0 29 .72 " ( ") 299:00.:. ISSUED FOR AS129 01/15/2013 FL 10 292.65 _ \ \ =. � I�._.6 � .��.Y; •,� E, 36 g6 � \ ( )_ FL (12 )=292.00 \ TW TOP OF WALL \ Z 295. \ 299.20 7 \ \ ISSUED FOR ASI 30 01/24/2013 BW =BOTTOM OF WALL � s� " " L ' 8. to :� r _ :� I '- . �� :•.,�. ;\� . -.,. 'F :•... 12 AREA DRAT - \ _ 7. r. , ,.�, ., .r FL 10 PVC-293.00 '� FL = FLOW LINE \ �� C ) \ (} _ \ 29 .72 v, � �. ��, tl.€., TG 294.00 REF. MEP .FOR T.O.R. =TOP OF RAIL � \, � \ �\ " :.-•'- •:_. - - ,.,..: 1 FS = FINISHED SURFACE �9 �` 29 .9 \ \ \ \ / ~•: FL (10 ):�292.45 CONTINUATION \ p :299,:' 298.42 GB =GRADE BREAK \ \ Contra ctc�€ tr? . rr��€emu e'.)€n-- n,'€rr� 290. 92.6 ,, 1. �. 2 Ta \ BVC =BEGIN VERTICAL CURVE \ �, .... INSTALL 6 SIDEWALK EVC = END VERTICAL CURVE \ \ �' \ \ ":': , 2" BELOW BRICK LEDGE �c SLOPE AWAY FROM BUILDING 299 0 ?- ..9 0 ' 2 85 B UTILITY CROSSINGS: 1 8" WWL=278.26 24" SD=286.41 O24" SD=286.31 12" WL=289.93 0WWL=286.80 6" 12" SD=2 31.27 4 6" WWL=287.55 1.2" SD=290.80 0 5 6" WWL=288.96 10" SD=291.18 T4" WWL=288.68 12" SD=290.68 ' O6" WWL=289.25 12" SD=290.38 12" SD=289.63 8 WWL=293.00 9 0 18" SD=284.61 12 WL=281.94 10 3" SD=291.26 6 WWL=286.85 11 24" SD=286.77 12 WL=283.94 12 0 24" SD=286.25 8" WWL=27 8.85 13 24" SD=286.17 12 WL=290.66 0 14 12" SD=290.00 12" WL=286.50 za 0 8 " SD=296.13 8 " WWL=277.57 8" SD=296.28 21 12" SD=291.11 Q10" 22 SD=291.96 6" WWL=286.60 1-10 CURB INLET „-.. \ � \ \ \ SLOPE cs \ 2 .00 �`':,. AT MIN. 0.50% - = c� \ 29 6Y3 8.4 TC 290.23 \ \ D \ 296. 7.1 r� \ " _ c5' 29 G=289.73 s'r, \ � \ � ,� FL (10" PVC)-292.23 �� •�.:..::=;� 29 20 29 1_�\ .,: p FL (24" RCP)=287.00 \ r'� \ FL (10 PVC)=292.23 \ FL (8 PVC)=293.00 ` 297.69 29 4 1 REFERENCE CONSTRUCTION \ \ �, 296.00 p \ ...: REF.. MEP FOR \ � 2. 0 95.01� ,. r DETAILS DRAINAGE \ 6WL o -.:..A \ CONTINUATION \ i \ a�i WL 6W \ 29 6WL L 22f= o r::\ l \ 29 cA /�w11[A.��ppap(a:�,D \ 292 �, �' `.>' : ••,� \i .. IIu1,.�'L�9R44� %/ � � OW • - i�y .. b. `'.: },..5 .. \ s L \ 5�A PROPERTY BOUNDARY �'� 291. \ \ \ 0.98 V t :il�_,4,Cclr _ €Eif�J - - '- EASEMENT OR SETBACK 0 15' 30' 60' - -- - - '� - EXISTING CONTOUR n�S � ' � N 5C� \ I -e u �,,,, 1 291. r \b�.�€I::i€�� ;ar) :}7rte I _----" PROPOSED CONTOUR 91. \ a� sir - r ' ��nd 'P .., \ I " _ , 00 re 300 \ � I \ 1 SCALE: 30 RETAINING WALL t\ \, HI GRASS BERM ;, � g8 `� �.� � 2 2.91 N �\ �;s:t�€�;-.�r� i\, N. €:��,€:;cF � ,.�: �' \ � .m•of ��1 GABION 1` \ '� g �x € , ,r 29 m A \r€f,13Ilt cJlIl.1.1, .� \ 6 Lower r . / FL (10 PVC-293.00 are cr3cr �J Os STORM SEWER MANHOLE �`� tiT ) r r REFERENCE MEP PLANS FOR \ Landscape around � ,., ............ 0 ate in STORM DRAIN JUNCTION .BOX \ \ �.......... 2 5.18 cv Cl CONTINUATION cor,nPr� hr.�`,€, e ��: •i � I ,.4 14 1 �I�I�e rl 1�� St P - \ \ O� �L� J \ d, JOEL R. BOCK DRAINAGE INLET :r. 7t.,s ' It ... .� CI I r _ . 0 6 , bra r._a.._ /....... ................... 9 \ s c� t .Q \ C0 4 �` \ �9 I / 98441 AIR ® A CURB INLET \ CONCRETE RETAINING WALL. 283.40 295.00 c r tlrr e etatl I s o .,•< •- �. �, ` \ O t REFERENCE STRUCTURAL °� p0 rL°' \ \` �1 .! N STORM SEWER LINE > > 0 4 4 F s • .• O \ \ � / `L � PLANS. ��' ��` 29 F = 295.0 �ti I I �� 3 rlil'��.te�1 �t �., �� 5 � t�� f `0� S/otuAL � •� '� 296.44 PROPOSED SPOT ELEVATION \ ' i '>:I Bulk . Tank �'. 2 KEY PLAN: GRAVEL FILLED DITCH 7� J GRADE TO DRAIN 283.40 4, 292H 292 � �"\ " \ O �t \ t 9 \ �- � 9 r� r Y 1 j \ y f 1 ;! 1 4r 1 1 (..3 F QO 9O Ik - r r:x :thy V 1 292 2 , a `q J P.U.E. gi `"T2 �r zcL_ - _ 1 \ t Q ,\ RAF "12 I� l J S r \ \ 44bars.Z- P \d.uuePtable at v'Ee side 'UP reinforcem GENERAL NOTES: \ `� 0' P & P.A.E L. 10179, PG. 60 1. CONTRACTOR SHALL FURNISH AND O.R.B.C.T.�L Z \ • -'•:�.•. �r� _ INSTALL ALL MATERIALS AND *� ;--'" `\� s \ " �., �0_'�� •--�'''".'� p DRAWIN(�TITLE APPURTENANCES AS CALLED OUT ON \. �' / L i ��\a \ FL (10" Pvc)=282.55 . - �J_,^J�� _ - - - - _I GRADING & DRAINAGE THESE PLANS. �5 ,/�, \ \ FL (24 RCP)=281.39 / �, a . � I i PLAN "Ell ;N \ WAY © 1 2. ALL GRAVITYI_ ES A r� _- LAKIr IN ARE TO BE INSTALLED }' - ' ,t, I _ FROM DOWNSTREAM TO UPSTREAM. �' -- -- �� 0 Row � JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER r.. \ - ._--• . ,, "----..,.. � F8W96852 11161 3. CONTRACTOR SHALL FORM SIDEWALKS \ \ t� ,�, �q� � � � ..:�; ,Y \ h �. ./-.:=" .._--_---'�., --_ 1-10 CURB INLET /-1► ., , ,,.v :,, AND VERIFY SLOPES PRIOR TO POURING O �/' �.,3,6 ET CONCRETE. CONTRACTOR SHALL ENSURE \ \ �� 1-CONCRETE SLOPED 1-2'X29' -TRENCH DRAIN �~ --- �-- ® G=294.49 1 z DRAWING NUMBER THAT CROSS SLOPES ARE NO GREATER \ \ gP �'�� --- FSHEADWALL TG=288.46 n THAN 2% AND RUNNING SLOPES ARE Mn � \ / � .-� •� p " !._•__--------`-� _.-�,9:_--FL (12� RCP IN)=289.50 � r / GREATER THAN 5%. IF ANY \ \ ` / \�0�� > FL (24 RCP)=281.50 FL (18 RCP)=284.80 ---�` YM 7 _ _ _--- FL (18 RCP IN)=289.00 ~ " Know �� he DISCREPANCY ARISES, CONTRACTOR , \ �'\� \ - �� \ 5� REFERENCE CONSTRUCTION REFERENCE CONSTRUCTION REFERENCE CONSTRUCTION \ -2 / DETAILS - DRAINAGE DETAILS DRAINAGE _ 1 SHALL CONTACT ENGINEER FOR �- DETAILS DRAINAGE VV before- you dig.SOLUTION, PRIOR TO CASTING CONCRETE. - PRINT DATE MAY 13, 2011 10 6 7 6 6 4 3 L Rr n. L,.' CAUTION: CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS VERTICALLY AND HORIZONTALLY PRIOR TO START OF CONSTRUCTION. WARNINGI THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION 0 UTILITIES. I N F UNDERGROUND T ITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE CALL SYSTEM ® 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 10 Cloud 6 Ref CFI =tt :1 ! �' r,� �:: Proposal for junction 1t €a@Ir Irlt . I.tf `4t�v {.rrW .s�lr? Irl>,t. MATCHUNE - CG105 C 10,E for C 1� 1�+9 �9 !!� _ ,IF�H .. - 6'!f1 ...Imo! N+ft IAA 143 Ris lIAI IEI�A i®..i ..,,,.. �_.--- '�;. )s � t � J ;- '�.:�, ti � �� 9 N _._--._._-- --- � �,;�;,;�" ��I� -r,. f,�r��l��l��t{t. �°1�' r 299.35 _ " .,. 1 10 CURB INLET -5 CURB NLET - FL 18 RCP =284.51 ✓` 1. <" ; ` :; .:: s is E� Mtl 301 i K. SCOTT & WHITE MEMORIAL FL 3X8 R = 8 ,-:.h'„y t,,.s.£_. / TC=298.20 1.0 G=300.50 s G=297.70. HOSPITAL q .0 ( CBC) 2 1.01 I : �€I.,� ., �I I _�.0 � , p 7 0 FL (18 RCP)=295.50 FL 18" RCP=292.50 / \ ,ys5. SCOTTSHERWOOD AND 9 9 98.- f REFERENCE CONSTRUCTION REFERENCE CONSTRUCTION \ �� r,:�. 1 29 .35 94 96� � �� 30 � �0 ,� ��r�' BRINDLEY FOUNDATIONS 1 \ I ;} DETAILS -- DRAINAGE DETAILS - DRAINAGE 0 ;, 2 00. 968 I 9 . 1 8 1.0 1 o ....... :'� .: �3'X8 - JUNCTION BOX 1 - _ - - _ " 971 � 29 .39 I �, ,_._.-_. ----� 39� .9 RIM ELEV-300.85 --_. � O i4 •4 • / 8 AREA DRAT 9685 299.34 8 4,:08SCOTT & WHITE HOSPITAL 1 N N)=2 298.95 = 9715 9 j I 30 _ FL (12 PVC I 84 88 TG- 298.50 9 1 FL (18" RCP IN =2 N43'44•.70' :.= - `�[A 1 98. ) A CH-1d . T I♦ :;:::;. 84 38 o �o' FL 8 = 296.00 :::= 1 1-10 CURB INLET _ :- . 97 r N I 300. FL (3'X8' RCBC IN-280.88 COLLEGESTATION, T U - I_ �-98.80 TC--297.75 FL 3'X8' RCBC OUT - 8 ;.:.;. . 972.q I G-297.25 1 ';' CF .. 1 ? :.....::::. ' -- 298.08 " _ 300.69 REFERENCE CONSTRUCTION 12 AREA DRAIN \ FL (18 RCP)-292.50 300.32 - � ,�" 298.5 DETAILS DRAINAGE r. TG 298.5 1 0 REFERENCE CONSTRUCTION » .•:;�=:•.-:•.'298.33 300.51 1 FIL 12 =297.00 97. DETAILS -- DRAINAGE °Y> ' ( ) u , • 2 300.12 9726 ' t :, 1 2 - 1- TEXAS REGISTRATION #F 2966 HOSPITAL 9725 9 4 WIDE CONCRETE FLUME' I � 15 COMMON AREA --.- - - /� 1 � ,-.._ i%/ � 2705 BEE GAVE ROAD, SUITE 300 73081 VOL. 10179, PG. 50 -_ / AUSTIN, TEXAS 78746 1 " 297.94 a - O FL 12 I --_ ( PVC )=, 3 -- 0. ti ? R.B.0 T: 1 09 - REFERENCE MEP PLANS ....... I _�, 1 FOR CONTINUATION 297.9 �� PtIOON MAYORAs I 299.9 3 00 ''� `LT 93 1 93 298.56 29 .78 4� 4> •�.:-:-:•::•:•.•.•.•.•. 7�13 / Gj `L rLitC'zL:FItT1=CTS, INC. INSTALL CONCRETE LANDING :::::::: • - - 1 1 I 297. / FL 3X8 RCBC 280.25 0 g� z 2 BELOW BRICK LEDGE ..;' ...., -- I " '1 .. •.......:•:•:•.. -�-- �-- -I-�-- .--� , r /298. 298. FL (30 RCP)=280.25 299. q '� < . 1 START AT ELEV=299.20' & ............ �, `L `L _ . ......... 1 _ SLOPE AWAY FROM BUILDIN 2�� - 7321 f \ .......:.L . 73 7320 298 98.52 1 M. 1...� ......•.. 9 F y 298. '� `L 1 / . r .. \ ```� ..... j .. ' q 1 REFERENCE WATER QUALITY 1 � 1 1 7�16. 2 `L `L �. OWNER: �. c' � � POND SHEETS OR : : SIDEWALK AT THESE TWO:.. I 7 17 ,, / 6 / '-�.. � SCOTT & WHITE MEMORIAL. r� I.... _ `I• ADDITIONAL INFORMATION / •ek,: . DOORS HIT A LOW POINT � ... ....... I 73�, - 484-2 -8982 ?9 ._ 38 ....I.. I 8 �� (CG301 CG303): s� - / Str �ti / 2400 S. 31ST STREET AT 299.80 TO DRAIN Al . • •.•.�•:• • too. �` Ctt.Ir�I r'q��il,®,®�rr��r�t� � - - ti GRATE INLETS AT 298.50 : (.. pjJ 1{ TEMPLE TEXAS 76508 IV:.s. tl,c. i"irrtat I Ei Sl 1� -� FL 18 RCP -28 8.43 12 AR D I ........: - EA RAN .•.-.• .• -.•.•: ( ) , �.:,� vat:�'rrt c3i .ItL: `�. / 1 2TG-298.50 <�,�'" . _ FL 18 RCP-288.43 ,� e, �� " y '� - .°o° e City Standard { ) ENGINEER: :�€ ..� clr�-�€� 1 - &. _ \ �c� --�. �..._- 297. 0 ° �•�f, �t_� / L BOCK, P.E. 8 138.7 7, 8 ---- - -- °' ° , 99 p / j JOE R. OC #9 "1 �..?Ez:bvP,�'.� �'• Oj '�.�. 7f'r'�31 E..E�'�r,' I �E l } 9Y E� / :�� 1 ' •••=:: -.��, .. ' .. _ ` � / J�, � � ., " 512-314-310Q ope, d i la 3 �� ""` - . ..F r I,. t M - I Q 55 �9 y' F - 12 AREA DRAIN 00 w. Ir I °, FL (18 RCP)=286.50 / i JACOBS ENGINEERING 29 :C•10 ,r 1 00.00 _ vF :':'w �, z 297.75 / "P �;P TIE INTO EXISTING 2 �° t 1-298.50 •�.. E . �r1�ls rrtr� 1-HEADWALL (TYP.) f � . � � ,,� �� STUB ; / 2705 BEE CAVE ROAD, SUITE 300 " _ t fi Int r" tt r. 298.0 _ / � ` AUSTIN TEXAS 78746 8 294.83 PSI FL (3 X8 RCBC-280.00 i , / _ _ REFERENCE CONSTRUCTION / `L 1 AREA DRAIN I _ 48 - DETAILS - ,, y, SCOTT &WHITE SITE - 37.12 ACRES _ DRAINAGES TG98.50 Cl tG, 1 TC 29 0 " 293 = I I I I _ _ G J i ti '•� 8 .80 01 44 "y e �' �- `�• G 299:I � �. � --• - ,��P � '�� / % , / ZONING. - P©®-ORDINANCE #2010.3300 2,... " - I 98.00 w„ / q �,� / p�, TC 29✓:' 0 FL (8" PVC) 292.65 I ti°' G /- q��/Q,zz ' FL (8 PVC)=292.65 4� ! / \ a. / ' - t ;" � / �� 1-5' CURB INLET i' ,� ti (12 PVC)-292.65 � ,_. � / tx `L�' �� i 98.00 1-10' CURB INLET tt ' - _ FL (18" RCP=293.50 TC-297.75 Y. o G=297.25 ) 12" AREA DRAIN ` �.E " �,� 1--CONCRETE SLOPED REFERENCE CONSTRUCTION FL 18 RCP-292.50 ,.arl• � , � N RUCTION TG=298.50 F: i 98.,00 ( )- �� _ HEADWALL y " i i REFERENCE CONSTRUCTION/"' / // // DETAILS -DRAINAGE / ISSUED FOR REVISION DATE 8=295.50 .....- 98.09 i DETAILS -DRAINAGE FL (54 RCP)=280. i 5 - `�- i 97. REFERS v .. _ / 298.90 298. \ i `l� REFERENCE CONSTRUCT ON � ._:._ ` ' DETAILS - DRAINAGEI€<€r*, ,o / IssuEDFORAslo6' oar1o12o12 297.00 / 'rj 5,, € / ISSUED FOR ASI24 0111512013 7. °� onst�t..ict headwall i ;v; o GENERAL NOTES: / \ / // ® ISSUED FOR ASI 30 01124/2013 2 E E }s ��dl / i� accordance �}}it City �i� / ie •;` ..� i• -, � � � ��, / 1. CONTRACTOR SHALL FURNISH AND 1 " 297.00 tr��l�r I�l=�,°�r:�Il €-� INSTALL ALL MATERIALS AND FL (12 PVC) 29 9 =289.01 / �15�` detail 0-'0J APPURTENANCES AS CALLED OUT ON / /� 1 0,� `L / / " / THESE PLANS. i -4' D1A. SD MANHOLE H. 1 \ RIM ELEV.=297.85 FL (18n RCP)=281.85 2. - ALL GRAVITY LINES ARE TO BE FL (12PVC IN)=288.75 ��q FL {30 RCP) 280.85 / I INSTALLED FROM DOWNSTREAM TO .� ` / / ��/ �� UPSTREAM. FL (18» RCP OUT)=288.65 �`` %e REFERENCE CONSTRUCTION 296.38 / DETAILS -DRAINAGE -� 1� ` �-_.; 3. CONTRACTOR SHALL FORM SIDEWALKS ti--..�� a y:� `�\ \ AND VERIFY SLOPES PRIOR TO POURING N . 296.00 ! / �' �� v CONCRETE. CONTRACTOR SHALL 1 '��q REFERENCE WATER QUALITY �, `� , 9� `� 9 A ENSURE THAT CROSS SLOPES ARE NO � � _..04 POND SHEETS .FOR , , ` \ �a��;o / S. ,ossF GREATER THAN 2% AND RUNNING 1 5.9 '� �°� ADDITIONAL INFORMATION / .� \ l R 9 iG SLOPES ARE NO GREATER THAN 5%. -. (CG301-CG303). - __` � / / / �� / � �O,p m . S A 9 DT`s ° IF ANY DISCREPANCY ARISES, / �.o CONTRACTOR SHALL CONTACT ENGINEER 1 \ \ 295 \ / / ti` p \ FOR SOLUTION, PRIOR TO CASTING 1 ` \ CONCRETE. LEOEND (18 RCP)=283.15 \ " 0 15 30, 60 FL 0 = / \ N 1 (3 .RCP) 282.15 `- , \ ` � / PROPERTY BOUNDARY 296.34 l - EASEMENT OR SETBACK SCALE. 1n _ 30 o�°�Fs� - - -u 30EXISTING CONTOUR 1 ti i lb ._"---300 PROPOSED CONTOUR cS' 2 1-10 CURB INLET j f / / o` / RETAINING WALL *i.....................e*. �� TC=295.50 I JO 292.32 _ , cABION Etw R. eoCK w e. G-295.00 � / � � �,.�.... �. � % Os STORM SEWER MANHOLE 9 ' 98441 : w FL (18" RCP)=291.00 � 1 aT'•.<i : ��,,�' 2 � 9 �~' REFERENCE. CONSTRUCTION � � � / LZ�I] STORM DRAIN JUNCTION BOX ,� F • �NS�' � ° ,I DETAILS - DRAINAGE f DRAINAGE INLET o 1 / �❑ l` \ OVAL 0 2 i 292, � --- _: � ;; ,:..�,. CURB INLET .... 91.00 , r / LOT 9 2 0 / BLOCK s KEY PLAN 1-3 X7 JUNCTION BOX STORM SEWER LINE _ / / SCOTT &WHITE HEALTHCARE .. , SUBDNISION 294 q� 91.0 9r .---- 'f RIM. ELEV.-295.20 r / I /' � VOL. ,0,�9. P�. 5D 296.44 PROPOSED spot ELEVATION R. Iry 2 c, FL (18 RCP IN)=283.47 FL (30" RCP IN)=282.47 � � �� ?� 291 57 a a FL (30" RCP OUT)=282.37 ABBREVIATIONS: { REFERENCE CONSTRUCTION / G GUTTER • m 2?S DETAILS DRAINAGE UTILITY CROSSINGS: TC _' TOP OF CURB _ TO TOP OF GRATE ` _ HIGH POINT <, - 27 ' � �=y 12 WL-292.00 HP / / r �/ �Q Q� / 018" SD=287.65 LP =LOW POINT y�o m OR = GROUND 'ELEVATION 1711 cif ... o TW - = TOP OF, WALL 28�9_-71 ` 2g) 28� ?8� 28,E 2838 2 2� BW = BOTTOM OF WALL -- :, ----- - '-- r FL =FLOW LINE --- -- , ,. - } T.O.R. = TOP OF RAIL FS = FINISHED SURFACE --------- _ _ ` 2y° GB = GRADE BREAK :.:.;:.. ��r�€fl1'rr1�. C€:�rrtL11' llrr� BVC BEGIN VERTICAL CURVE EVC - END VERTICAL CURVE "' Sri.' to control rl€r� tit DRAWING TITLE 1when discrepancies arise, ----__ GRASS 40 X6 DEEP --� i EMERGENCY OVERFLOW :, k, t, GRADING & DRAINAGE --- `- ' � ` - FL 288.50 � � �s1 x� �} O CAUTION: PLAN r►�n 1-3 X7 JUNCTION BOX �� e��s , , ; i:. . RIM ELEV.-294.00 --__ �:_`-••.�• G :.. ;,> , � ---- " - ' _ '-�;_ � '�.. � ..��.� ,��._�, * , •��, � .�,� ; CONTRACTOR TO VERIFY ALL EXISTING IJTII_I11f LOCATIONS VERTICALLY. AND 1 2 X29 TRENCH DRAIN ET 0 28g FL (18 RCP IN)=284.12 �- `>��1 Bq�K� \ / / x�{ 1 " TG=289.40 J/J/ , , HORIZONTALLY PRIOR TO START OF CONSTRUCTION. FL (1 S RCP IN)=284.12 JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER. 1 " FL (18 RCP IN)=284.12 / ri _ .`_'•--. " REFERENCE . CONSTRUCTION w 1 __ ____ FL (30 RCP OUT)=283.12 DETAILS-.- DRAINAGE REFERENCE CONSTRUCTION -_ z R DETAILS - DRAINAGE _ EW / i` l'Inow WET , b 'pow, 11 - E at" fu N n a F8W96852 11161 DRAWING NUMBER !-1 07 PRINT DATE MAY 13, 2011 F r.> 10 9 1 10 9 7 6 5 4 3 2 W^ WIN #ft 100 -00 IN. SCOTT &.WHITE MEMORIAL N HOSPITAL EX-2 SCOTT, SHERWOOD AND H 3.96 ac EX-1 N BRINDLEY FOUNDATIONS H QFFSITE ANALYSIS POI �1 121 NI it 3.57 ac. 0-3 0.72 acc *01 SCOTT &WHITE HOSPITAL too COLLEGE STATION, TX WON.-"" 10, Z�a A IN N 1p TEXAS REGISTRATION #F-2966 2705 EiEE CAVE ROAD, SUITE 300 40e AUSTIN, TEXAS 78746 E-6 E-4 MOON - MAYORAS N X I / I 1 1 1 I-, O�25 E-7 j- N, 0.39 ac ARCHITEc'rs, mc. 0.24 8c r E-3 OWNER: SCOTT & WHITEMEMOMAL hl A"/ k\ 7 ac 484-23"982 W, 0-2 2400'S. 31ST STREET TPIMPLEJEM 76508 7�52 ac ENGINEER: R __ - I /;/k� ",/� �, / I r__ JOELR.BO CK, P.E. #98441 512-314-3100 "N� JACOBS ENGINEERING 2706 BEE CAVEROAD, SUITE 300 AUSTIN, TEXAS 78746 NS 4V Z, *00 A,. .. 1 ) -N, lie? X I ! 11, ,1 817-736-7026 'Mw "* *�, \1 I I I I " \ " I , N , I �11 ARCHITECT: BOB A. LUNDEEN AIA V % K" " \ I JACOBS ENGINEERING _0 F 777 MAIN STREET F 10" E-8 FORT WORTH, TEXAS76102 4 E-9 5.00 ac. SCOTT &WHITE $ITE-37.12ACRES 'Ile A I It ROAD 0.35 ac ZONING - PDD- ORDINANCE #2010-3300 'A LEGALDESCRIPTION. CKI LOTI BLO 'A N SCOTT & WHITE HEALTHCARE SUBDIVISION 0 If P, 4 -10 SUBMITTAL DATE: JUNE 13,2011 VM > r A M" I 'J 0.37 ac ISSUED FOR, REVISION PATE N X E-5 f ac, 4/ 33.18 W N1. Z D -V 42.06 ac, 'IN N 4 6 7 V, 'A_ > W V k Y q., - 0 15, 150, 300' ... . .. A i_j Jk . . ..... iEV`r-ZD FOR' SCALE: 1"= 150' N 'M� 4LYSIS POINT_Wp C 0 Wifl-P-4 J A N G -Lill -M ......... ....... C 0 L,41 L C j "A JOEL A. BOCK .......... ......... "INBE-RiNG E N QP IrV5,14- w t" 98441 Existing Conditions_, ---------------- 25 100 NS Impervious Impervious Thm of 2-Year 10-Year -Year -Year Area scs RunCift Lag Thm Area ticentration: Drainage Area Cover Cover Co Row Flow Flow Flow (acres) (Sq, miles) I! Number (min) (min) h (0s) (cfs) WS) WS) J! M (acres) KEY PLAN: '77= v, 21A 801110 2M6 74 10 1 6�0 EX- 1 3,67 0.005578131i 7 N -7-.,q..--,, :27 1, EX-2 3,0�6 0.006187 80",� -1.168 7 4 5 3.0 :.14 ..... - ----- E-3 8.37 0,013078131: 0% 0 74 8 4,8 N N E-4 0,0006093Z3:! UIJ16 74 10 6.0 0 B B 2,32 -79'2 E-5 33,18 M518437 0% 0 74 8 1 4,8 ,v\\ q A Y1 E-6 0,25 0,0039U5311 10L �3 0,25 74 5 3.0 q 7` N E-7 O�24 0.000375 11 100% 0.24 74 5 3,0 N .. ...... .. .... . u 10 tn' lQ011\1,1111 E-8 0.0078,125 1:1 0% 0 74 H E - 9 0M 0,00054688 ii 10000 0.35 74 5 8,0 DRAWING TITLE V 2 6�. 'N E-10 0,317 OMO,578,131 7 74 5 3,0 QFFSITE ANALYSIS POINT I EXISTING DRAINAGE AREA' ... ...... . . Analysis Point MAP Offsite - 1 42 '06 M6571875 21,03 10 1! 6,0 2,,T-�.�-: 3M: .316. JACOB$ PROJECT NMMER TDSHS PROJECTNUMBER ;9 Oftsite Anaf�sis Pont - 1 FSW96852 11161 A A DRAWING NUMBER 0-3 2 OMI 125 0.72 74 5 3,0 100 �/) 0-2 1.52 0,01175 0% 5 3,0 �,j Mite Analysis Pont 6,7;� 1 74 PRINT RATS 110— 1 JUNE 13,2011 7 5 4 3 2 ........... ................. R 4"', A" I . - - . I I I � � 10 9 1 8 7 6 U��,�,2;:,O 5 4 1 1 3 2 1 � I I I � . � . I o"pnowow --m*""p*"#"1 ft"wft1w*A" o"w"o I I I � ..... .. . ... .. P.M." .... I ....... I ... I *wm1____1_ 1 . � _____., I wft~ —"Mnwmo""O�"W�Mom""!ft�l"."*"-OW"^�rl---,*"�w I ""MM"i��""OV�OO�t""P"�tommmst�emttem�tism""Ow,v�OM"oo$O$Wm"Ow _1_.__._1_1 r�**NK-m""""w"o"m"mw" ... ., � , Mm" � I ,,, , .1 "I � __ 11 __.1.�_-j"ftww I I a a. me"M11.1"Neommmog .1 � .., � I I I . I I I I I � I I I � I , Tp�� " **, 1 4 ," . - ........... . . . . . � "., , , , ... , I 011111 I /1, I , ;. 11.1, � _;N . I I I �, -- .'..W � A�_* I I I k , . I I . .1 I le- � � , 120 4 _ . A, **il I "N' � I., _1� SCOTT & WHITE MEMIORIAL I � I.. �, � I ----.-- Jr? .,�. I __ I -- I : � . 0, �_` 9 HOSPITAL � 0-1 . "I - , �H_ I � �t_ - , I � - -1 11-1 I �, � - - 11 - �, � I ,It. � I'll . . V1, V1111 I I I �� - � 4f I I . 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L.. �l..f ..�: ri••.�[l..,t'-r.++ti!SrF. r,•...�asl.r,.t'.3;-.:t s i290 't \ \ 8 •� s 00 \ 1 J p". 1 ` 1 tt � G I : r r • � 0 I s �. .•. > it i \ s � 1 � r (yam .. ,.. 11 A r t. J \ \ 1 t • t \ "IX i (f �- r I t r \ \ \ \ \\ Y �p e .LU { \ t ^ 1 .... 4 \ t {\ \ i r \ r r ..- r 1 r : f l H i r � c' 1 1 � 1 { \ \ \ 1 !S 1 i i _. l ti. 1 i II / f S \ E.. - t \ \ ti \\ a •- _ � + t \ 1 r t ti \ I r - 1 \ \\ \\ r r p \ r 1 Analysis Point 1 Existing Ultimate " /a o (eduction (cfs) (cfs) ,�� r t.{Ti- v vt.i 4!.� i om(�.,� _ ai' �'.t ".,�fi'}i,frtrLu ,d { C�"'.+' t 4•�"�r � z'-rC t•i..iT`5t �'ti�{ ��tJlr s''1��3 �� a�� i-.t,.�`�rC[.�fy �f�s_;�i-s 1 I°tr'r x ! a ,.t �fY �k f�,•�;Jd[�JIa. `tilf(r'trGs�ioC//��Ut,•$ 1- Year. 1Mip-tr�7�&`�m�'tr.a':.�Tt��u �) wna.�r,."r1"y{" Gr#} ,,j r:at.yr/''r{�!t�,,1. '{fcajFtFJ „� cr��'Jt , �ir':tTck?'� h�ryry� .°/K{ ".�f�,u'•t�r; yki i))t{`-1�'� ty4.'. i`iSt 4 F f',-,i�FTli v� t, l+k !^e'i n).. _.j, ' �"U•t�fr.7' •. t . 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'�t9`*'�- `� _:.'.,! �ek!'i; •ii.}fib �� -;. yv''r�fG�f-"e`t:�of7�q,;.i.h' L�"�d L�i.Gb��at1.��;,st:` l4r, i��:.`' riY�ss)'L��{v:�:'♦ r�!r7 t-s',:. ' J 47 t CS jt"• r:r!`sK,C„, ,f;:ie(�r��+!q..!i" t.�;Y� � - SU5 {i'".+s:t�i ! ?ar�t[.aiN%.i n;:vw{�i,{ '�ra�•�i�sr�.ta*.:..^r::�I��; D;1< m'g:;'rr,r r; fL•�t��xe at. . t/lr�lir �3a::?.,�a '�k,-�+r i. ' .52"�.rc�'^,tYr"i'a',r:7: .q,.��.r ..A�i.r ��A�t.;.3i1n: ! r�,*.�Y ,�l�.P ;pil!):bJr`, r:�; Nv',>,•itb ;{�:�,Y�:. 1 A i\MLYSIS P01 T 1 Ultimate Conditions gratnaga Prey Area (aCree) Area (sq, Mies)(°/a) I rvious t Cover i ry ous � i Cover' (acres) SCS Runoff Number(mfn) o Time 1 Concentration Lag Time (rrin) Drainage Controls EX»1 3.57 0.445578i3 80e�• 2.858 `7a 5 3.0 bS{sfta EX-2. 3.98 0.0081875 80°h, 3.168 74 5 3.0 bflstie ' P - 3 8.37 0,01307813 0% 0 , 7a 8 • a 8 biisfte P-4 0.28 0.0004376 1009S 0.28 74 6 3.0 Sump • P-5 0,3i 0.04048438 90% , 0,279 74 6 3.0 Sump P-8 0.88 0.0010825 0°,G 0. '7a. ' S 3.0 Sump ' P-T 0.95 OA0148a38 0°r8 0 74 6 3.0 Sump 'P-8 'P-9 ' " 0,18 1.49 0,00428126 0.40232813 25°r6 9095 0.045 1.341 74 74 6 : 5 : 3.0 3.0 Sump Sump P»�o �.os 4:oo1ss625 94�J6 '' 4.954 �a s as sump P -11 P -12 F-13 0.24 0.3 0,37 0.004375 0.00046875 0.00067813 30%' 70% 70% 0.072 0'21 0,259 74 74 74 S 5 5 3.0 3.0 3.0 Sump Rt Grade At Grade P .14 3.24 0.0050625 40% 1.298 74. 6 3.0 Sump P-15 P -16 0.48 0 .?2 0.00076 0 .001125 90% 845b 0,432 0.57 4 74 - 74 8 5 4.8 3.0 ' Sump Sump P.-17 P- 8 1 0.25 42 . a 0.00039063 0,00037 6 100% 10flK6 025 0.24 74 74 5 6 ' 3,O 3.0 At Grade Grad At e P-19 0.35 0.000 54688 0 ' 095 1 0.36 '74 8 4. 8 AtG de ra P-20 P .2 1 03 .7 1,67 090 0. 57813 0.00260938 1009G J 9O% "0.37 1.503 74 74 6 5 3.0 3 ,0 At Gmde u • . Sump P P -22 0.92 0,0014375 e 5 rb 0.046 74 8 4.8 Head Wail P -23 P.24 - 4 .a 0.88 0.000626 . 00625 0.00059375 e 140,E 1001A ' 4.4 0.3- 74 1 74 6 5 3.0 3A Grote Sump p-25 0.78 0.00121$75 95% 0.741 •74 5 3.0 Sump p .26 P-27 0.72 0.92 0.001125 0.0014375 95% 30% 0.684 0,276 74 74 6 6 ' 3.0 3.0 Grate Sump P -28 ,1.25 0.00195313 90% 1:125 - 74 6 3.0 Sump P-29 0.99 0.00164688 100% .0.99 74 8 0 sump p -30.. ' P-31 3.42 0.55' 0.00534375 0.00085938 076 • • 40% 0 0,22 74 74 . 6 6 : 3.0 3.0 Wet Fond Grate P -32 : p -33 0.13' 0.91 0.00020313 0.00142188 95% 95% 0.1235 0.8645 74. .74 6 S. 3.0 3.0 Sump Sump P-34 OAS, 0,00067188 90°,6 ^ 0,387 74 6 3.0 Pt Grade p -35 1.26 0.00195313 098 0 74 5 3,0 : Sump P-38 0.32 0.0005 40°% 0.128 74 6 3.0 Sump P -37 0.01 1.5625E-05 90% 0.009 74 _ 6 3.0 Sump p-38 ,P -39 0.62 0.96 0.00096875 0.0015 soy* 90% 0.558 0,864 .74 74 5 6 .3.0. 3.0 • Sump Sump P-40 0.53 0.0008281$ 100%. 0.63 74 1 5 3.0 Sump P-41' 1.08 0.0016876 .0% 0 74 • 6 3:0 Sump SCOTT & WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND i ERINDLEY FOUNDATIONS SCOTT.&WHITE H COLLEGE STATION, TX TEXAS REGISTRATION #F.2966 2703 SEE CAVE ROAD, SUITE $00 AUSTIN, TEXAS 78746 MOON • MA` ORAS ARCHITECT6,,INC. -OWNER: SCOTT & WHITE MEMORIAL. 2400 6.31S'T STREET TEMPLE, TEXAS 76608 ENGINEER: JOEL R, BOCK, P.E. #88441 612-314-3900 JACOSS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT: B013 A. 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TEXAS REGISTRATION #F N - + + 4, + + + + + 4. 177 -1� —4T + INN 2705 BEE CAVE ROAD, SUITE 300 +% �d3 4 + ON THIS SHEET AND SHEET + + 4- 4 . . . . . . . . . . + + + + W-11Ns TMS 70746 CG,302 FOR SLOPE. + + + 4- 4, + + + Rqg . . . . . . . . + + + + + 050 11 "Too + . . . 'Ir"T + + + + + + 4, + + 4. 4- 4- 4 +A+ + + + + + + + 4-\ + + + + + 4 + + 4- + + + + + + . . . . . . . . . + + + + + MOON MAYORAS .1L + + + G No\re�;ainrng + + JI-1 - G \\ \ 4 +\ + + + + N, + + + + + + 4\, 4, + + + /* + + wau,al Nvet po + . . . . . . . . . ARICHITEC S, INC. + + 41 +\ + + + + + + + + + + + + + + + + + + + -k '\ + + + + + + + + 1 11 + + + + + + + + + + + SLOPED CONCRETE + + + 1- 1 14� + + + 4 erimvbrv- + . t + + + + + 4, + + + 4- 4, + + + + + + + + + + + + . . . . . . . . . . . . . . . . + P(' �S+trlqp-1 he�l OWNER: E - -( -tl 11 � * lt� 11 1� + + + SCOTT &WHITE MEMORIAL + "4 . . . . . . . 1+ + + + + + + 4- 4 . . . . . . . + HEADWALLS. REFERENC r�' �,-- + + 4 + + + + + + + + + + + + SHEET C0107 FOR + N+ 4 + + + + + + + + + + + + 484-238-8982 %X + + + 4- 41. + + + + + + +\ . . . + + . . . . . . + + 4- 4- '1- 4- + 4. + + + + + + + + + + ADDITIONAL INFORMATION. 7 -1 4 1 2400 31$T $TREET +\ + + + + + + + + 4, + + + 4- + + + + + + + TEMPLE, TEXAS 76508 4- 4, 4 + + + + + + + + + + + + + 4, + + 'A", � + + ........ .. . .... + + 1Z I —,- + r,4 . . . . . . f. I+ - + \YCC,302 I + A. + -f- 41" + + ENGINEER, 3 . . . . . . JOEL R. SOCK, P.E. #98"1 t.,U11m. I�NT� AY- + + -§-ffE,-P,0-N--TOUTLET BOX + + N\\ + + + + + + 512-314-3100 + 4� SECTIONS ON THIS SHEFE-7T. + + JACOBS ENGINEERING 7� + + < n\ I- + k + 2�1, 2705 BEE CAVE ROAD, SUITE 300 24 LF OF 12" PVC AUSTIN, TEXAS 78746 + GRASS 40'X6" DEEP + + EMERGENCY OVERFLOW N + + FL- ARCHITECT: FL 28&50 + 4 1+ W"W"mm BOB A. LUNDEEN, AIA 7"77", + + 04 $17-735-7026 xk, JACOBS ENGINEERING F 777 MAIN STREET F A -7 FORT WORTH, TEXAS 76102 �N, SCOTT & WHITE SITE - 37.12 ACRES INn, xf— 72 ZONING - PDD - ORDINANCE #2010-3300 SET5Acjw, 12 LEGAL DESCRIPTION: . . .......... 12W. LOT I BLOCK I 14 VVL VIDED ROCK RIP RAP PRO SCOTT & WHITE HEALTHCARE SUBDIVISION AT SLOPED CONCRETE ........... . "ItYL --------------- SUBMITTAL DATE: HEADWALL. REFERENCE If 2- �?k JUNE 13,2011 BOTTOM OF POND 275.00 CONSTRUCTION DETAILS PERMANENT POOL ELEVATION= 280.00 NOTES: A DRAINAGE. ATER QUALITY SURFACE ELEVATION 283.00 ISSUED FOR REVISION DATE - ------------ k� E 1. ALL PIPE AND APPURTENANCES TO BE W FURNISHED & INSTALI ED 13Y CONTRACTOR UNLESS OTHERWISE TO v NOTED. r 2, ALL RCP STORM DRAIN PIPE WITHIN 7, THE PROPERTY TO BE CLASS Ill PIPE. NI �N) L k,. \, . --=� 3. REFERENCE WET POND DETAIL SHEETS 7 It �Al . .......... FOR ADDITIONAL INFORMATION. of, "o - -- .., . 41111 11 1 liq J1 CAUTION: P1, D V < CONTRACTOR TO VERIFY ALL EXISTING I —."0i � 0 > A 11m N, 1. 00 f UTILITY LOCA"nONS VERTICALLY AND HORIZONTALLY PRIOR 10 START OF CONSTRUCTION. n: - - - ------- (sarne as at the end of the V REVIVNED FOR A�—, / hand -place large diamete� ALL GRNATY LINES ARE TO BE INSTALLED FROM DOWNSTREAM TO UPSTREAMi V 1Z F �FHIN C 01 Nil p A N headwalls into the wet pond) If' bull rock over SSL B. one thick and locked JU i4 '1 2 0 11 H togetTiei'17adiir�,ack from the Outle,t Box back to adequate COLL'Eijk-, t5� 0 15' 30' Got clover ENGINEERING 4"-6" STONE SCALE: 1 30' :E'T �x A C < X LEGEND M53 RING COVER -TOP OF BOX TOP OF BOX C r<-y -�C> X M53 RING COVER 41 286�00 PROPERTY LINE R.O.W, .. .... 1. V, -11 , " , 1; � 1, 11 '\ " -,� V", v 1X-,,\; N'; 4, — — — — — — — — — — — 2 EASEMENT OU OU OVERME'AD UTILITY JOEL R SOCK 12" WATER LINE POND MAINTENANCE ACCESS DRIVE 98441 0 --790-- EXISTING CONTOUR NOT TO SCALE. ---6-" WIDE SHEET METAL AV' AW —790— PROPOSED CONTOUR PAINTED WHITE WIIH 6 'ONAL DEPTH INCREMENTS TALL OPENINGS (Typ) RETAINING WALL 41 STORM DRAIN PIPE KEY PLAN. M53 RING & COVER '7WATER QUALITY PEDESTRIAN HANDRAIL ELEV,=283.00 INSERTS (TYP.) 3" METAL POST FILLED 4t LIMITS OF GEOMEMBRANE LINER W/CONCRETE . . . . . . I I =+1 + 5,x6, Box CULVERT REF ERENCE SUBDIVISION PLAIW5 TREE TO REMAIN 9 B CAST IN PLACE BOX B A -A z -4' WIDE x 6" TALL UTILI iY POLE., 0 CONTRACTOR TO FACE OPENINGS 4 PROPOSED GRADE-\ OUTLET STRUCTURE WITH 3500 PSI GUY WIRE BRICK VENEER. BRIC VENEER TO MATCH PC CONC. FL 5X6' Box 4-700�00 FINISHED OPAI)r�. ELC BUILDING. 12" RISER FL 12" PVC=280 PIPE IN 'T CULVERT=280 +TVV= TOP OF WALL ELEVATION REVISED RESPONSE FL 5*X6' 13OX FLOW DRAWING TITLE 80, "�ERMANENT POOL CVLVERT=2 d +Gw= GROUND ELEVATION NI' WALL abst-ain fron-i any librick RF14 + FL= FLOW LINE ELEVATION WET POND PLAN to matt,h 1he 268 VERTICAL SEDIMENT building or the pond OUTLET BOX RISER PIPE +TF= TOP OF 'NALL F00TING Oullet Structure as Well 171, 1� I i�� I r- 1 M DEPTH MARKER asany ol tip, pond NOT TO SCALE 7$ 5f -:�;SHS P o-11-1- 12" PVC=277.5 JACOBS PROJECT NUMBER ROJ50T NUMBER 72"X60" CATCH BASIN (CAST IN PLACE) SECTION SECTION DRAWING NUMBER 'A .AREA INLET OUTLET BOX DETAIL NOT TO SCALE CG301 POND OUTLEF BOX SECHONS NOT 'TO SCAI"E PRINT DATE JUNE 13,2011 T (1) E2 I V 9 8 7 6 5 4 3 2 AILCI-C 1111 'T Q177 V r r- Imp U. kw-,4 . ........... . ......... . . . 10. 8 6 5 3 2 300 300 SCO17 & WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS H H 2.95 SCOTT & WHITE HOSPITAL. 290--- ---290 COLLEGE STATION, TX ............. I - - ------- ft-287:50 - --- - ------------- ----------- ....... --------------------- ----------------------- ........ ja .......... . ... . ...... 285 3 TEMS REGISTRATION #F-2966 V7 WQ ELEV.= .3.00 WQ ELEV.=283.00 BEE CAVE ROAD, SUITE 300 ---------- AUSTIN, TEXAS 78146 5 .......... ... MOON - MAYORAS 280- -.1c7PERMANENT POOL., 7ZI"'ERMANENT POOL ;4�-ELEV.=280.00 ELEV.=250.00 ARCHITECTS, INC. .......... 4 OWNER, VEGETATIVE Br,-k `1 1 335' SCOTT &WHITE MEMORIAL PROPOSED GRADE PROPOSED GRADE 484-238,8982 2400 S. 31ST STREET 275.00 27500 275.0 275 275 TEMPLE'TEXAS 76508 WATER QUALITY BASIN$ I LINED WITH GEOMEMBRANE TION 283.00). ENGINEER - LINER (TO ELEVA I F JOEL R. BOCK, P,E. #9"41 REF. DETAIL ON POND LINER 2" PVC a 0.007, DETAILS SHEET C0303. 512-31"100 ------ - FL 276�00 1 . . ..... JACOBS ENGINEERING 2701 270 2706 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT: BOB A. LUNDEEN, AIA -735-70266 2.: No Retaining Wall Required Geornernbrane liner shall be POND SEC71ON A -A 1117 JACOBS ENGINEERING F at Wet Pond Perimeter run following profile of berrn HOR17ONTAL SCALE- 1"-10' F 777 MAIN STREET with 18" of cover min. 147 VERTICAL SCALE., .1"=5' FORT WORTH, TEXAS 76102 SCOTT WHITE SITE - 37.12 ACRES ZONIN13 - PDD - ORDINANCE #2010MOO. LEGALDES CRIPTION.' LOTI BLOCKI 300 300 SCOTTA WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: JUNE 13, 2011 ISSUEDFOP REVISION DATE E 295 ............ ........... . . . ..... . . ................ . ........... .. . ........ 2-90 - - - ----- ---- . .......... 290 . . . .... . .... 00 ------------ . . . ........ 285 - ----- 3 3 D D 00 wo F1-FV-=7R1-nn r SedimentF rebay- Contour AcoumUlativer Accumulative Aren Area Elevation volume Volume (S� (acres) (ft) (acmft) (ft) 275 7,701 0.177 0.00 0 276 9,052 OM3 0.19 8,367 E 277 101475 0,240 OA2 18,12-2 7 777; 4� 278 11,972 0,2715. OM 29,337 '�M 'a a�- k. 'g 279 13,541 0,311 O�97 42,086 14.0 280 16,319 0.375 1.31 66,994 Main Pool Contour Accutmflative Accumulative Area Area Elevation Volume Volume M (acre$) (ft) r . r .. 275 24,388 0.560 0.00 0 ON, Rim 27.6 26,876 0,617 OM 26,622 '�i VMS, /0 "'17 No N 1.23 53,772 277 29,444 0,676 MOW 278 32,092 0.737 1." 84,531 NIN 10 3. R, - wr�', 279 34,818 0.799 2.71 117,976 �g7 OWN -g-4? g T! 280 5n 39,535 0,908 3,66 156,128 Total Permanent.,Pool Contour Accumulative Accumulath;e r Area Area . Elevation volume Volume (sfi (acres) (ft 275 32,089 0,737 0'00 0 51, 276 35,928 0,825 0.78 33,989 M0 LM 277 39,919 0.916 1. 115 741894 Nk. ME thUY"� 278 1.012 2,61 1131868 279 48,359 1.110 3.67 160,062 ................... Riiiw �4 280 1.282 4.87 M,122 Extended Detention Volurne Contour Accumulative AcrumulaWe Area Area Elevation Volume volume (s� (acres) M9 280 55,854 1.282 4.8700 212,137 RMS MR-11 1 M�31 281 60,151 IMI 6.2012 270,126 a MEN R-01111-M 'M 282 3 453j.--'T549. 7M51 $33,894 283 71,759 1.647 9.2628 4031488 XMI�' 284 76,125 1.748 10.9600 417,420 1 285 80,548 1.849 12.7582 655,746 R OR, M 2 1 z' g/ � 286 85,029 1.952 %6585 638,624 I ",N IMF/ 0- IBM "Al \1-1�' C�M'-� 287 89,565 2,056 16,6623 725,811 Two g�' sm -00 M" 15 288 94,158, 2 162 18.7710 817,663 NM -9-8,8081 289 2�268__ 914,137 POND SECTION B-B I BOCK X V HORIZONTAL SCALE. 1"=1.0' ....... ...... VERTICAL SCALE: 1"=5* �k-j �11011NIAIL KEY PLAN. P%E"V1EV'YE-:D i- COMPLIANCE T I A fl-ON ENIGINEERING DRAWING TIT WET POND DETAILS JACOBS PROJECT NUMBER TDSHS PROJECT NUM13ER raw96852 111161 A DRAWING NUMBER PRINT DATE JUNE 13, 2011 10 9 7 6 5 4 3 2 1 A n In N Flo 1 Wr n E!wr AA io 8 7 5 4 POND MAINTENANCE: FOLLOW MANUFACTURER'S DETAILS AND RECOMMENDATIONS FOR SEAMING AS REOUIRED 1. OUTLET SHALL BE INSPECTED AFTER EVERY RAINFALL EXCEEDING 1" IN A DErENDING ON TYPE OF GEOMEMBRANE, —4- 'v V Y BE 24 HOUR PERIOD TAPE SEAMS OR FUSION WELD MA X, N N� NV APPLICABIE SEAMING DETAILS MUST BE T 2. ACCUMULATED PAPER TRASH AND DEBRIS SHALL BE REMOVED EVERY APPROVED BY DESIGN ENGINEER SIX (6) MONTHS OR AS NECESSARY. ANY DEBRIS ORSEDIMENT BLOCKING THE OUTLET SHALL BE REMOVED, GEOMEMBRANE LINER 1 GEOMEMBRANE LINER 2 H . ....... . . X 3. VEGETATION WITHIN THE BASIN SHALL NOT BE ALLOWED TO EXCEED - ------ Z- x >'X'2" W EIGHTEEN (18) INCHES IN HEIGH Construct headwall in TAT ANY TIME, EXCEPT FOR THOSE V) accordance w!" City ,3"-40 PROVIDED IN THE DESIGNi Standard Fleadwall 4. THE BASINS SHALL BE INSPECTED ANNUALLY AND REPAIRS SHALL BE GEOMEMBRANE SEAM DETAIL d emtail D3-00 MADE IF NECESSARY. N.T.S. Z X 5. WATER QUALITY AND DETEN11ON CONTROLS REQUIRED FOR COMMERCIAL 'X THE GEOTEXTILE DEVELOPMENT SHALL BE MAINTAINED BY THE PROPERTY OWNER. X AND GEOMEMBRANE Ix 4" THICK SHOULD EXTEND UP COINC. RIPRAP- PLAN VIEW ENERGY D zz zSSIRATERS ROCK TO THE ELEVATION SINGLE PIPE RiP-RAP SEE LAYOUT POND NOTES: spmml) IN THE SHEEET FOR DIMENSIONS L TH E POND DESIGNED TO SERVE THIS PROJECT IS A COMBINATION WATER NOTES ON THIS QUALITY AND DETENTION POND. WATER QUALITY IS TO BE PROVIDED 13Y A PAGE e '� , < GRADE TO DRAIN' - PER MANUFACTURER DETAIL M I N' SEDIMENTATION AND FILTRATION 8 ASIN. # x 3 i W. %A�. 1fj --SD:� GRADING PLAN 2. 714E ENGINEER HAS DESIGNED THE POND NTH T14E FOLLOWING LINER TO BE 'FcbR, FLOWLINE INSTALLED IN BOTH SEDIMENTATION AND FILTRATION BASIN.- 4" 12 < G ATTACHMENT TO WALL PER — MANUFACTURER DETAIL 6 '4 CONCRETE -A-1 THIS LINER MUST MEET THE SPECIFICATION REQUIRED IN SECTION 1.6.2 OF 12, DEEP THE ENVIRONMENTAL CRITERIA MANUAL X FOP PIPE SIZE SLOPE SEE LAYOUT SHEET I Wizz �JWN A' 3. EARTH WALLS, WHERE REQUIRED, SHALL BE CONSTRUCTED IN ACCORDANCE ENEPCY DISSIPATER T ROCK WITH ENGINEER APPROVED SLOPES, MATERIALS AND COMPACTION. 1/2, RIP ---RAP SEE LAYO� SHEET FOR DltviENSIONS 0 SECTION 4. TO ACCOMMODATE QA/QC FOR THIS ASPECT OF THE PROJECT, GEOMEMBRANE LINER TO BE INSTALLED IN ACCORDANCE WITH GEOMEMBRANE SLOPING CONCRETE HEADWALL MANUFACTURER'S DETAILS USING GEOMEMBRANE MANUFACTURER'S GEOMEMBRANE LINER RECOMMENDED PRODUCTS. ANY DEVIATION TO THIS PROCESS WILL BE AND GEOTEXTILE LAYERS 11 2* 45* GROUTED CORNERS (HORIZ. & NTS CONSIDERED ON A CASE BY CASE BASIS AND MUST -BE SUBMITTED TO THE VERT.) PER MANUFACTURER/ STRUCTURAL GRASSOR SAND SED ...................... ... ENGINEER FOR CONCURRENCE PRIOR TO CONSTRUCTION. DESIGN /--(SEE WQ POND PLAN) 5. THE ELEVATION THE LINER, WILL BE INSTALLED AT IS TO BE ONE OF THE NOTE, THE IMPERMEABLE LINER MANUFACTURER'S FOLLOWING: Liner to be installed to REPRESENTATIVE MUST BE ON SITE� TO GEOTEXTILE FABRIC SUPERVISE THE INSTALLATION ON THE /-GEOMEMBRANE RH4 '146 FOR EARTH WALLS, HEIGHT EQUAL TO THE WATER QU, height of water quality GEO-MEMBRANE LINER TO ASSURE A PROPER A. ELEVATION, MINIMUM F level at elevation 283' SEAMING OF THE MATERIAL. g� "4 B� FOR CONCRETE WALLS, HEIGHT EQUAL TO 2" BELOW SAND ELEVATION IN FILTRATION BASIN [��:l I IE�' Eli r=9 I I - IMPERMEABLE LINER ATTACHMENT DETAIL C. FOR CONCRETE WALLS,. HEIGHT EQUAL TO 2� BELOW DIRT ELEVATION TION BASIN N.T�S� W di I[! :UF- 7 IN SEDIMENTA 7. WATER.QUALITY AND DETENTION CONTROLS REQUIRED FOR COMMERCIAL PROOF RoLLED SUBGRADE-" GEOT ---XTILE FABRIC DEVELOPMENT SHALL BE MAINTAINED BY THE PROPERTY OWNER. STORMWATER GEOTEXTILE FABRIC SHALL BE PLACED FACILITY NOTE: nkf In -ru conlTIL- nfl" n�nll1�11 A It, DROP 'MANHOLE, HIGH BANX D PIPE DIAMETER D5o MEDIANT ROCK SIZE BANK SHOULD BE EXIST, STOPr,,f GEOTECHNICALLY STABLE DRAIN PIPE PLACED ROCK ARMOR y > 6, THICKNESS 2x 0 TRENCH CREEK BOTTOM RECONTMFE�NDED FILTE2 FABRIC—`_ OR /4 GRAVEL BED C"� SECTION VIEN TOP OF BANK-, La I -DROP MANHOLE MEDIAN ROCK SIZE 30" AD, 4D T- �'TOR�f DRAIN rt� TOE, OF' BANK J 12D CREEK J30TTOM ARMOR SECTION 0 APRON LENGTH La, 'Wa APRON WIDTH PLAN VIEW XTEND APRON TO OPPOSITE CREEK BANK OR 101) FOR 'WIDE CHA1,4NELS Wa 20D s'roRMDRA1N 00TIFAL PROT ECTiON PIPE1_ ON SIDE SLOPE'-HIG19 BANI< THE ASSUPIES RESPONSIBIL" F6R APPROPRAM USE 07 THIS STA14DARM . ... ... ... COLOR AND STYLE TO BE V Uf" LINER. PLEASE DETERMINED BY =4ER OR OWNER DO NOT REPRESENTATIVE. ENTER GEOMEM8RANE UNER TO MEET E PMRT pq=rmll W111 !;Tf?Ur'VjRe TO DISPLAY THE PHONE NUMBER AND MANUFACTURERS SPECIFICATCiNS xxx W"xl xxx—'m" ORGANIZATION IN CHARGE OF GEOMEMBRANE DETAIL . . ... ... . MAINTENANCE FOR THE POND FACILITY ON THE SIGN, NTS FINISHED GRADE MINIMUM 12" TOPSOIL SEE DETAILS FOR A-3 FACILITY SIGN ANCHOR TRENCH AND OR T-1 TERMINATION BAR NTS DETAIL pl C1 Splkmush & Aftwhoad Mans,$i Dhvp_mI�e Aqualfv, lfttf3r Spsaclor -Ref, Wa'md R0. WManq Plant Us,) To D --Mw" EleV, 269�QQ 10 Emoded Drteff:D"I Lavel __Em = _209,00'"" if /All Elm= 26MOU 1(4M Pe mnmentPoof Leval N 'j V Minimum Plintir'a -ope- Spikewsh � 18 4b )�� 7 sulmsh fvlam,h Dive mIty - 180 Aquatics - 90 V GEOME RANE N'\ LINER B T—m 1,07E I 'm i�N V11 n%lq W, or THE WrMIJ VIMI'fl WITII4' mAx vE pylm m , 11 kllky To m APD, VIAT vm F, finfM Md WUSEN 2, ViD N11 r)T�ry ftksRiff WfIlLy Wo IF' vmm��f, mwm' A m'-w I's sovi miz,-yr, flllk%ll�' Illsiv� Q-1.0 �WHP NP, fil� ImaL Of 1-Y Q 'Xrllllf� 10TIE 40 V11 Fu F" WITM W RE'- FIG-VIR, 2, foo mmIg, mI;:N'G volay Ilm I'll vs,'%v, 14M, 14 MOL R17 'UR o'—MVE THE, VMT.-M SUM, '7r 1 j I KV ED WNTf sum *Tjs Tmf 001MV PIK BNf ml-Wrl IME Amy onpp-141' 1, 14 Off olvrw.'t 01f,'s rvx-�%.Un WX T0 ftu C11E11fl0#I&V WrORE mg-191M C' Kf-�T' k, m1;_1Kmz PICE C%�S �Im ff Mi I'D �reM' MIT W 190 Lk�' Rmfrnm me, p wmw U, mr, wi'.'FF uum, wr"�' A� NV I IV Z�t;ALt 12 COMPACTED SUBGRADE (USE NA-flVE SOIL) Geornembrane liner shall be run fol1o',,,,,;ing profile of berrn 14 with 18" of cover min, MASONRY AND CONCRETE WALLS MUST BE WATERPROOFED AND MAINTAINED IN ORDER FOR ANY SURFACE MOUNTED rt'�M PARIf W SWI i 0A Mm'EN7 TERMINATIOI4 TO BE EFFECTI%�E. CLEAH/COMPACTED *24" SOIL FILL PONDGARD E—, GEOMEPISPAN N AWAH '-'Iff SrAL 101ftL TO W31k KITIG mo; -1 LENGTH OF TERIAWrRCY4 BAR SEPAP,4TED KEEP F_4%C i *12' C011111COMS WMIR Ptr%,T. FROM ADjOINING OAR BY 1/4" (6�35 mm), IIR� V ("'PrUED AIT THE IRMI OF 10 M WUR FEE, pa pip;,) 2, TPWINATION RAR MU5r 8-E INSiALLED C14PECTO' Tf.) WALL SURFACE, NOT RD EXISTING SHEET MEm, FLASHING ETC. fl.flEmIlE mmim", 12. (304'a mm) O'C' VAX, mam r� .-'mmo W ?ls' W'M�� I The requIrem,erit for a geotextile underlc�ym,,_nt ON E 3, NTALL TERMINATIV, BAR VERT;CALLY WHERE BASE "1— 13001101 A3,10flk RASHINIG RTW ()WNWI. f118 Q OMN"AlE Rtis V'rx L P: Wx V0 PE ME (.T 1L.. R; ."M is based on subttrate type and Condition, OF SPECC NDHEMI ENDS AND APPLY i-Ap sEAIWIT TO AL� SIDES OF THE BAR. IX, I. ff4y VVKNN� TQ Ail AKA PW Va R �111MRIJ :2, fllj3l K, R; 11 T-1 M r"WE 2, Grode of side should not exi�eed 4. At IN'SIDE AND OUTSIDE CORNERS, TERMINATION BAR A RASPJNI'�' 601 PkI AM WIMRF. k m-mm P, njwt—'m rz'�.m� 'emv, 1 � 1�.' FUME Cf MIX Flor WIT 'AlUVIN, 3 to 1', NkUST BE CUT, 00 1401' MEND AROUND �8f`NERS, SCOTT & WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND 0.11, BRINDLEY FOUNDATIONS SCOTT & WHITE HOSPITAL COLLEGE STATION, TX TEXAS REGISTRATION #F-2966 2705 SEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 "'0"" ' 11AYORP-S A �PC H I �T OWNER: SCOTT & WHITE MEMORIAL .484-238-8982 2400 S,31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 612-3i4-1310D JACOBS ENGINEERING 2705 SEE CAVE ROAD, SUITE 300 AUSTIN, Tr=XAS 78746 ARCHITECT: BOB A. LUNDEEN, AIA $17-735-7026 JACOBS ENGINEERING 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTr & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE 92010-3300 LEGAL DESCRIPTION: LOT 1 BLOCK I SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE� JUNE 13,2011 ISSUED FOR REVISION DATE %JOEL R, 8 ............. ....... A?V A KEY PLAN: G* 0 00 F"IL '�� A C E Juil -16 710 A/Illpf-1, COL't- 6 '1 A'r i f) N E t-4(13`1 N E E R I N G 1 111" woo DRAWING TITLE WET POND DETAILS JACOBS PROJECT NUMI�_Epl TOTS PROJECT NUMBER FOW96852 1 wm 3, r_WAT Ir" ptickr� PkV, Ak`5 co"k. TK M�911'rU C101 DIE TV i6'51'k T xv DRAWING NUMBER r-x IN- WKSU14 110.11111�11 MIDI 0 6' (152." mm) X C 1514 mA W PIECE 3, 'The Project En shcll specify anchor 5, TERMINATION BAR MUST BE FKSTENIED 1" (25,4 mm) AR Url@ 2-1/2* (11 irrm') BMW IME Mm �IANTR' 'gireer GEOMEMBPANE �%ND LINER ARE trench d*i-rzenshns tm3cd ors D01-ouk INTERCHAINIGEASLE TERtAS, 001cul^Uor"s, MAX. IN FROM END OF ALL SECTIONS., C '"'303 I, Amy ftei.m.x"n Saw Ica mmmun mmmio' ml: ca"N"m mmq�' Qlrusum ruwm��' mo To mc sm ma or F"I'� umm"Pmr- GEOMEMBRANE AND LINER ARE 6. TERMINATION BAR TERMINATIONMUST BE ABQVF THE U 10 C"W1 S-1 2, mm"', co", m a ftrl".mt V F (I o m 11SE A IfFAI cm l" r)sT fmlm' U x VIAXIVIq �WIM "WX1 INTERCHA�KGEAOLE TERNIS, MAXIMUM WATER LEVEL WD NIZ FrI-EA9 P.M Wo W-N�'R Pond(,'ard ETMI Detail No. C-2 mdGard E11D Pre-motdod Detail No. P-1 PoadGard Lfflivi 'U* Detad No. A-3 EOMEMBRANE AND LINER A R E d�,q;d PD Ono T lmldtf Comer "n Comer FloshIng Sy0ems Pond0ard m *S" j3 ) R FkmbIng (10 to 6') Systems iPondGard S ttindard ShoW rehor fmch Systems PondGard INTERCHANGEABLE TERMS. I wall coins Termf �m Wolf �Pon rjd _LGa PRINT DATE VA. ""'I 1 1, 1, 10 11111, 1"189m ION JUNE 13, 2011 10 9 8 7 6 At 5 4 3 2 1 — - - - --------- llr' C r em N 10 8 7 5 A 6H_U---0HU-4--W OHU— ROCKPRA—' VVCUT, REMOVE, REP 12' PROPOSED — CONCRETE J01 u �WNLL + < 1z 0- RIBBON CURI�__ Cl) EXISTINGNG Tjff,FtEv/ UT CONTRACTOR TO PERFORM THE FOLLOWING: RE DEMO EXISTING STRUCTURE AND ASSOCIATED 21 " PIPE. PER CIT INSTALL 5' CURB INLF_r AND ASSOCIATED 6® CURB AND GUTTER REPLACE 21 " PIPE CONNECTIONS AT NEW CURB INLET AT FL IN/OUT EXISTING TR CONTRACTOR TO MAINTAIN EXISTING CROSS SLOPE QZ I IN A", 0 25' 50' 100, SCALE: 1 50' 0Hu_ 0Hu -------- ----z ------------- ---- Tm 3T Rrp rawuuE Contractor to transition fimm 6" comb to CURB RAMP WITH 2' OF T 1 I ribbon curb at R(,,,(,k Prairie side of both TRUNCATED DOME PAVERS 375 curb rannpc.; in 6` horizontal distance per detail on Sheet C 511, \—CROSSWALK TO biff— PED CONCRETE INTEGRAL COLOR Complete supply and installation of risers HERRINGBONE PATTERN at inlet crate to cilitate alignment vvith the top of the ribbon curb and subse-quently conceal the balance of the st-orm drainage structure with fill to achieve the specified grades, '12" of-lim,,,t—qtabilized subgrade 'M _4 'n Ilt 4 y) ROCK PRAIRIE ROAD DECELERATION LANE #2 BOC 320 320 315 315 to Ln Cq tn 0 + 310 6 C'4 310 w 305 6- 0.54* f% r 30.5 0.44% 300 300 0 CL 0 X LjJ —04- N 04 Ncv w Lu w Ld ;a. lzl� 295 295 vW-4 w Lu w w 81 w 0 w -Err 290 HtE:ioi aI — 290 z N z w w w -wy _j x w _j m i2 ZE (L Ix X_ 0 F_ se- — :1 8 < 0 0 (n U M (D 285 L�_ P w 6" ro r� eq Lj 285 in W% tn wi V) cc) 0 -gr'8- V P) t6 - 0 m F) . ox, - 'AQW0 to wo C4 C7v 0 cr- LO Lq to to 00 f" r- 0) 0 O N N 0 M N 00 to 0 C) N 0 N 0 CD 0 C) C 0 0 0 10 tl) 1 1 1+00 1+50 2+00 .2+50 3+00 3+50 4+00 4+50 CAUTION: CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS VERTICALLY AND HORIZONTALLY PRIOR TO START OF CONSTRUCTION. WARNING! THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE CALL SYSTEM 0 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. PROPOSED DECELERATION EXISTING ROCK PRAIRIE LANE PAVEMENT ROAD PAVEMENT AV 120' SAW CUT UNE MATCH (MIN) EXISTING SLOPE ID\ -(VARIES) 5 ---------- 3 2. EXISTING EDGE OF PAVEMENT NEW PAVEMENT AREA (D EXISTING ASPHALTIC PAVEMENT EXISTING BASE w EXISTING SUBGRADE OW 0 :3 SAWCUT & REMOVE EXISTING PAVEMENT 12" MIN. BEYOND )13 PROPOSED EDGE OF PAVEMENT OR UNTIL COMPETENT K �- )0 PAVEMENT SECTION IS ENCOMPASSED FOR CONSTRUCTION to :�: OF NEW PAVEMENT. (SEE PLAN VIEW IL C 0 /X PROPOSED S® REINFORCED CONCRETE. REFERENCE GEOTECHNICAL REPORT FOR SPECIFICATIONS, J12 PROPOSED 6" TREATED SUBGRADE. REFERENCE AI SIN. GEOTECHNICAL REPORT FOR SPECIFICATIONS. ELAN 1REIfld(A) NOT TO SCALE I ftAAU KbUlti I KAI IUN IFI- -ZV00 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 SCOTT, & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010,3300 IKEY PLAN: or- ...................... JOELRBOCK r, . X, ............9WI.................. "ONAL I lo�r'x B NOTES: 1. ALL DIMENSIONS ARE TO FACE _QEM88(E00 UNLESS OTHERWISE NOTED. 2- CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR SHALL ENSURE, THAT CROSS SLOPES ARE NO GREATER THAN 2% AND RUNNING SLOPE ARE NO GREATER THAN 5X IF ANY DISCREPANCY ARISES, DRAWING TITLE CONTRACTOR SHAH CONTACT ENGINEER FOR SOLUTION. PLAN PROFILE 3. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS REVISED INLET AT EACH LOCATION WHERE THE SIDEWALK INTERSECTS THE DRIVEWAYS. THE TRUNCATED DOMES SHALL BE THE FULL WIDTH OF THE SIDEWALK EXHIBIT 1 REVIEVVE"D FO, R f �"' i AND 2 FEET IN DEPTH. JACOBS PROJECT NUMBER TIDSHS PROJECT NUMBER COMI31 lAhlrr- r6W96052 111161 A 3 Cr L. t: Uy r- 64AT 10 N DRAWING NUMBER awn 10 9 7 6 5 21 \\ C' \ 296 -296Lg� � , � o � \ / 3 :to yr"``9rf�3ir yore . SCOTT &WHITE MEMORIAL HOSPITAL \\ , BCR STA 4+74.92 LAKEWAY293 DR \ \ \ 1 ' 1 OFFSET. 58.35 LT aa3 zss / s r:.;.: \\ r \ z9z \ �� / w.r� �, • © u : SCOTT, SHERWOOD AND I S \ _rn� TOC EL = 285.02 c / a f«! s;; �� 1 _2 �, �� s` a BRINDLEY FOUNDATIONS 1 ` � \ \� \ 2$3 ECR STA 5+03.65 LAKEWAY DRIVE S \\t\ 1 STA 7+65.88 KEWAY DRNE I \ k 0 OFFSET. 26.50' LT F F it ass 0 ET:.26.50 LT STA 8+49.98 LAKEWAY DRIVE 2g8 \ \ TOC EL = 285.31 _ - - BEGIN DRIVEWAY APRON 0-7 289 OFFSET: 26.50' LT a9 -�4 y sz : END DRIVEWAY APRON 29° - u t S ECR STA 4+23.53 L KEWAY DRIVE 1 2s r_w _ 2 6 lMZ 2s� - a9 19� SCOTT WHITE HOSPITAL OFFSET: 54.46' LT'- TOC°� Lr s�seA°K 'J EL = 284.98 STA 10+16.26 LAKEWAY DRIVE tiTX �MZt OFFSET: 26.50' LT N a COLLEGESTATION, R30.0' BEGIN DRIVEWAY APRON �a € �.€ n\ r BCR STA 3+93.60 LAKEWAY DRIVE � � \ \ ��YI��C �:'�:. L.. '-"" so 5a: ---11� --- - -_ OFFSET: <.. _TOC EL R30.0 2 � q -f a Yr" c._. "' `--- .� s�o°' p u �' � `` Gam' SCALE: 1 " = 50' �; �. BS 5 ____ R30.0"� �. row, �TEXAS REGISTRATION #F-2966 a 2705 BEE CAVE ROAD, SUITE 300 _z? r l.. , , zt _ �.\ - - AUSTIN, TEXAS 78746 ca4 R30 uP. cxF \ > 2 M *__"00 N "YoRAs e� ARCHITECTS, INC. A \ ice' A zo p STA 4+45.37 LAKEWAY DRIVE �`• so .� STA 10+7411 HEALING WAY \ FrrA� e. & .G f T .. Know what's p — f t \ \ \ �,� - OWNER: �6 \\\\ \ \, t\ \ \ befioro YOU d1 SCOTT - WMITE MEMORIAL 8 484-2388982 2400 S. 31ST STREET co STA 1 +80.00 LAKEWAY DRIVE \\- \ BEGIN TRANSITION \ STA 1+30.00 LAKEWAY DRIVE \\\ (\�\ \\" °�'` TRANSITIONaye \ F \ ` I`' , ` , \ \ rcAN -� e cP6 ~- - `_\ 24 f 0 pT ASeM£N CENTERLINE LINE DATA LINE # LENGTH BEARING L1 386.66' N57'49'00'E L2 354.55' S67'49'42'E TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 512-314-3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 SCOTT & WHITE SITE - 37.64 ACRES FORMAL SUBMITTAL - JANUARY 18, 2011 UPDATE SUBMITTAL - FEBRUARY 17, 2011 ZONING - PDD - ORDINANCE #2010.3300 288 ISSUED FOR REVISION DATE h, ISSUED FOR SITE SUBMITTAL ' 01/1412011 ` � 1 ) "� .1 t \ ` ` `'-� 1 i r TDSHS - FIRST PACKAGE 1 03/04/2011 e1 IQnIA1101 I1u0env="=K1TniAAI_IIDnAT= 0 nvinmmi SITE PLAN -UPDATE 3 03/17/2011 SUBDIVISION IMPROVEMENT PLAN -UPDATE 4 04/13/2011 SITE PLAN -UPDATE 5 04/2812011 D , - D LAKEWAY DRIVE 300 I 300 LOW OINT ELEV = 84.83 -LOW DINT-STA = 3 74.74---------_._.w._:__ _...�___..�__�- -__--- -------_--�_.�_..____-�_�..� _.w.�-_�._�. . ELEV = 284.54 - .- - - - - - _ W -L - - - .: - ----- -� _. ___:._-_�- _ :.._ - -- - - - - - - -------- _ 1 6i 3- 295 200.00' VC 295 (714 OF . r ae _ . •9 ...............................t JOEL R. BOCK..... \77 285 — — "` — E 98441 // I ( 285 - (�� O.o� .<iNS�•' �� KEY PLAN: 280 280, - u o © 275 I � ! � 275 B \- -- �— - 1. ALL DIMENSIONS ARE TO OF CURB (FOC)K 270 270 UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY m z m m SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR --- - _ : ---- ---------- - -. _.. --- ----- c, cr _ - --o I ----- a --------------- --- --- -- ----- ------------ SHALL ENSURE THAT CROSS SLOPES ARE NO .. ->- �- 1 ? U >- --} -' --- ---- GREATER THAN 2% AND RUNNING SLOPE ARE NO •� Ad Q -- -- - �I—�_—_____ _-- _ ---- Q W Q - --- -- Q z GREATER THAN 5%. IF ANY DISCREPANCY ARISES, n. � - � ._ �-----__-.---------------_._,_...________-------_____.�.--.—�. ______�__��.�._._.-�._._----._�__�__�___Y__— ----- � �.�—_-� -� - � — DRAWING TITLE w Y z �-- z - - CONTRACTOR SHALL CONTACT ENGINEER FOR 265 � � m w � a m �_-__—_------—_._._____—_ _.________—______ 265 SOLU110N. - PLAN 8c PROFILE z __N.w .. 00 0fx � Oa OQ. _ -_-- -_ -_ �� _--- _.x- _1f3- _ _ a- _,_ _. _ r r, _�-�_f___�__-. --_ _ �:___ _,_ _--^�.� _ __- __ :__---_._�__ M __-_____ _r� _ _. _ _ _ _ - _-- _ ---- -_w�-- 3. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS . U M � LAKEWAY DRIVE `n N eA . ca v 00 i • ¢ e� to _ ca e� ? AT EACH LOCATION WHERE THE SIDEWALK - — — N -N-O— tV = - _ tn— -- - -- = - — --- O n---°� o .� r` cp aT Q------------------ INTERSECTS THE DRIVEWAYS. THE TRUNCATED + r_ + + + I`� + } A oo —� -r __ _ _ _.__-____--_-_--_ __-._ _---- _-__-- - __v-- _ DOMES SHALL BE THE FULL WIDTH OF THE SIDEWALK -- - _ r� ,,1 �i •_ ----- - 4 _m_- -' _ ,- - _ __ -_ - - _ ac, ao -00 ao �i-------- -- O I- N -Z - N (� N--- z - F- - - II ^— - --�-- —. _ �s _. _ —._ q _ _ w—_� . _ z_. ` � �AND 2 FEET IN DEPTH. F8W9JACOBPROJECT NUMBER TDSHS PROJECT NUMBER ca i= w v~i 0 m �n 0 w �n u. �ii a� mi o w ( \ F8W96852 11161 U U N m 00 d- m It 00 r O cfl to d- In c0 O r- m 00 00 n m 0) 00 c0 m 00 00 co 0o 00 00 r1_ 00 rn 00 O 00 O 00 O co Iq m Lq V7 N f` O n m n m N c0 to N m (D .- d' (D r` O h f7 M (O 0) 0) 7N O v7 m f co cri LO co In (0 V) ui n It "t ui ui co u') co to r; In r_1 co co (.D 00 co 0) r- of r o r; 0 1" CO CO o co X p „ co 00 00 co m m m m m m m m m co m m co 0m m m m co m m co m m Do m 0) m m m rn 00 rn co m co N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N w a. CENTERLINE CURVE DATA CV# DELTA RADIUS I LENGTH CHORD C-L C1 54 21'18' 1 800.00' ,758.94' N84 59'39'E 730.80' DRAWING NUMBER CRA01 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 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 PRINT DATE APRIL 28, 2011 °rh 14 S 7 6 4 3 2 i K�'.�.�!s:.. A,ar-;?tPTw3:z's .... %%("°"�i�j� ''"(jam �/'°�1 4_!''"�j 0 VV 2: 1 I y ) SCOTT & WHITE MEMORIAL g5-r" & I I t �I Y .tF,,bla HOSPITAL v > ` � � SCOTT, SHERWOOD ANDE ]S ��es�!4 ®..4 ��i� j ti�4t BRINDL_ Y FOUNDATIONS 294 II _ 295 2g� J z 4 SCOTT & WHITE HOSPITAL COLLEGE STATIONjx �,^?s ECR STA 13+34.12 LAKEWAY DRIVE BCLAKEWAY R STA 13+85.12 DRIVE \ z OFFSET: 56.50' LT J IN0 A 0 -' OFFSET: 56.50' LT \ J ti TOC EL 290.26 .�, ` �' L TOC EL = 290.26 0 25 50' 100, ` Zs� BCR STA 13+04.12 LAKEWAY DRIVE- �ECR STA 14+15.12 LAKEWAY DRIVE _ OFFSET: 26.50' LT J �,, . OFFSET: 26.50' LT SCALE: �� - 50 4 ' TOC EL = 290.10 .� y = / TOC EL = 290.77 295 N M N STA 11+00.35 LAKEWAY DRIVE STA 15+29.76 LAKEWAY DRIVE 2705 BEE CAVE ROAD, SUITE 300 zg1-' OFFSET. 26.50 LT -- ` DRINSTALL STREET END BARRICADE (TYPE III) AUSTIN,TEXAS 78746 IVEWAY APRON y is• euii i � EreacK END CONSTRUCTION, _ 2 2g5 2 iMZ �,�w MOON MAYOR.A5 292 91 2g'� c \ \ \ \ ARCHITECTS, INC. R3029-- 4 So�fd R30 0' ao d DRIVE R30.0 ` < 9 rt D�� O O fit: a„ W — \ .�j"'{tALL' `— \ -n o — I v 3 \ I — 16 p i 0`_Know WIg� ars below. OWNER: '\ �` �` fi® � I�� SCOTT s� WHITE MEMORIAL -� 8 }a D 484-238-8982 2400 S. 31 ST STREET O ( �, �-T- -• - / z o� _ STA 13+59.62 LAKEWAY DRIVE STA 20+61.74 MEDICAL AVENUE —EAS MTORM SEVtER ENT I CENTERLINE LINE DATA LINE # LENGTH BEARING L1 386.66' N5T49'00"E L2 354.55' S6749'42"E CENTERLINE CURVE DATA CV# DELTA RADIUS LENGTH CHORD C-L C1 54'21'18" 800.00' 758.94' N8459'39"E 730.80' Q 300 N tD .N_-_ . — — - --------- --- — ---- — - 295 4 w 290 285 280 275 z w ;r:8 �c .w-F - � 270 — w_T rOa, Z ao ._—_ Q _ -- _. _ _ -- -- - _—__ — —_ — — co _.__— (D u�i U to t O. t0 O t _ rn w cc It- '3: 0 M C17 t7 O r + '� {n O oN il Q r- -�i--------- — o ¢- to vl . O m 0? _ —_ to Z w J U J U O xy 00 N O 00 O £d) O 0) 00 00 O co 00 — I- N 00 dt (0 00 t\ Ln N 00 C? h ro 00 r7 d co co r7 h 00 LO N 00 N 00 0) O r.- 6� 00 0) CO O 0) 00 00 O 0) ai 00 O 0) 06 co 0o 0) 0o m co O 0> CO 0o O 0) O m O 0) (3 0) O 6) - 0) m - 0) LYi N N N N N N N N N N N N N N N N N N N N N N N W TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 512-314-3100 JACOIBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 SCOTT, & WHITE SITE - 37.64 ACRES FORMAL SUBMITTAL - JANUARY 18, 2011 UPDATE SUBMITTAL - FEBRUARY 17, 2011. ZONING - PDD - ORDINANCE #2010-3300 SITE PLAN -UPDATE 3 03/17/2011 SUBDIVISION IMPROVEMENT PLAN -UPDATE 4 04/13/2011 , SITE PLAN -UPDATE 5 0412812011 r JVJ 300 295 1 C ............................... JOEL. R. BOCK ............................... ` 290 1�0.� �� 98441 KEY PLAN: 285 o f 280 © B NOTES: 1. ALL DIMENSIONS ARE TO F AQE OF CURD(FOC) 275 UNLESS OTHERWISE NOTED. f 2. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER THAN 2% AND RUNNING SLOPE ARE NO DRAWING TITLE GREATER THAN 57. IF ANY DISCREPANCY ARISES, TOR SHALL CONTACT ENGINEER FOR 270 SOLUTIONPLAN L /sN & PROFILE 3. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS LAKEWAY DRIVE AT EACH LOCATION WHERE THE SIDEWALK I INTERSECTS THE DRIVEWAYS. THE TRUNCATED DOMES SHALL BE THE FULL WIDTH OF THE SIDEWALK AND 2 FEET IN DEPTH.I JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER I F8W96852 11161 I DRAWING NUMBER III I 1 CRI 0 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 PRINT DATE APRIL 28, 2011 i 10 8 7 6: , PA, � A 1 013r�r:: . ,.. N_ /MAC ��• / / _.-- ._�- ---._- "".__ _`-, --.__ >1 ��➢its � ry � �I -� 1 SCOTT &WHITE MEMORIAL ` f .� � /- �. �-• ( / ,,E I}=-xEFF�� I F d � �� F�' HOSPITAL SCOTT SHERWOOD AND M BRINDLEY FOUNDATIONS ,c:.3€devs f k s f f - lci li`€C IG €iS // fr ••F is n t 3 Y' r� F {$ SCOTT & WHITEHOSPITAL cli 3+29.98 MEDICAL AVENUE3: COLLEGE STATION, TX ECR STA 8+13.06 MEDICAL AVENUE \ I "� OFFSET: 25°50' LT V o BCR STA 8+50.06 MEDICAL AVENUE 0 25' 50' 100' a f I STA 1+15.4$ MEDICAL AVENUE � 4(�r} TOC EL 300.11 :/ OFFSET: 48.50' LT � o _ . BEGIN CONSTRUCTION. / TOC EL - 301.62 IV N I = \ , -?wo _ + OFFSET: 48.50 LT I END TRANSITION &TIE ✓ r TOC EL 301.62 TO EXISTING PAVEMENT .. / STA 4+29.98 MEDICAL AVENUE a SCALE: 1" = 50' - = / BCR STA 7+83.06 MEDICAL AVENUE �3 u OFFSET: 18.50 LT J TOC EL = 301.11 - ECR STA 5+80.06 MEDICAL AVENUE I _____ � OFFSET- 1 s.5o LT OFFSET. 18.50' LT TEXAS REGISTRATION #F-2966 / __ _ _ TOC EL = 302.28 TOC EL = 301.35 ``' � 2705 BEE CAVE ROAD, SUITE 300, m SI V! K EASEMENTtu Sof n ..-. \``� AUSTI TEXA 6 i !. `m MOON • MAYORAS V w.. G f 4 - y~ �1 I + 0 i �'�' � � t- �" 3 V / \ M J w _� �_ / 4+ /o a w'� _ -g \ ft30.0 \ ARCHITECTS, INC. a�w� I o^�ci -} I-- bow 5+ 0 L3 C� 6+00 7+00 i . r� z T. Q, O . cr o w 8+00 9' I 1 l a ;,; «w �- 3 ao, cat 11 M t _ :-Ci Of O -��f\ \ _ ... Know `nrh _ �p m-''-%.a s ..:, . , 7MI EWALK EAS c� pX-p D r. �3 �` -� , it�li®�9tA 1aY1A}� e� ■ ! -- � � r rl l [ LI in RFI Irnplernen € i OWNER: 0�3�o jil /�I €'ii rt �StIr. I"IfI, --1 - s , - SCOTT &WHITE MEMORIAL / iTy -- - �- - - ___ -;-�. ��;.. - / before you dig. r STA 4+29.98 MEDICAL AVENUE � � � -� - S 9 `�• •� > \ / STA 1+65.48 MEDICAL AVENUE o Z � rn / OFFSET: 18.50' RT STA 8+31.56 MEDICAL AVENUE `-' .-.i• ,�,, ``' --- � ZI 484-238�-8982 a N I I BEGIN TRANSITION / TOG EL - 301.11 = STA 1+00.00 DOUBLE MOUNTAIN ROAD _ ' 2400 S. 31 ST STREET II'11 A 3+29.98MEDICAL AVENUE �...�, j \ at at Medical Ave, ve OFFSET: 25.50 RT 98 _-- Z -� tti From Rock!�Mirie TOC EL = 300.11- / cl /j (J 14 C B) CENTERLINE LINE DATA LINE # LENGTH BEARING L3 790.13' S3'32'55"W L4 287.83' S50'49'32"W L5 138.65' S2T1O'18"W CENTERLINE CURVE DATA CV# DELTA RADIUS LENGTH CHORD C-L C2 4716'37" 600.00' 495.08' S2711'14"W 481.16' C3 28'39'14" 500.00' 250.05' 1 S36"29'55"W 247.46' TEMPLE, TEXAS 76508 ENGINEER; JOEL R. BOCK, P.E. #98441 512-314-3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 SCOTT & WHITE SITE - 37.64 ACRES FORMAL SUBMITTAL - JANUARY 18, 2011 UPDATE SUBMITTAL - FEBRUARY 17, 2011 ZONING - PDD - ORDINANCE #2010-3300 ISSUED FOR REVISION DATE E . «: \ ISSUED FOR SITE SUBMITTAL 01/14/2011 TDSHS - FIRST PACKAGE 1 03/04/2011 SUBDIVISION IMPROVEMENT PLAN -UPDATE 2 03/10/2011 SITE PLAN -UPDATE 3 03/17/2011 SUBDIVISION IMPROVEMENT PLAN -UPDATE 4 04/13/2011 SITE PLAN -UPDATE 5 04/28/2011 D 32a _ HIGF HIGH POINT ELEV POINT STA = 302.65 +73.57 - -- -- --- -- - w Z �-_--------- ELEV = 30 .10 - ----- - - - _ _ - ----- -- a: - 0 -K-- 109:68 ---- - --'_� _ _ 315 310 N O N in n 1 - 00 --� - - - 305 -- - - -- _ _ _ _ _ 97 .300 295 • _ _ -- _ �.. __ __- - -----� _.___��_.-___ _------__-- _._____:_- _-___..._M. mac;`-_---_ __ 290 -- � _ w Z -- . �� _ _ T__-- ---_____ ____-__� -- ---._.-._,.----,---__---__-_- -- _.--------.__ - _-..----_-..___-- ____.__-._-___ _ __.- __ __-z '� -��---_- -- t- t J - _W z 0 =� - - _.__ �-._- J _ -----_---- 285 w - w o _ . + z zy_ rn 00 Orn .._--- + -----_--_-- W e- .- - _-- D_ 2 + -_ ` lbm O F- -- _ �_-----_---______.� __ _.___ -__e- _ Yam______ _ _-� .-._ 1 _ __ _ _.�...._-_-_-- -- ---------: .> --- - --- - ---- '__. ------__- __._.__ ------ -+ CQ . - �- o --- - - - ------- - - - -- ----- - -_ _ Z m F= tLvi N Z .- �- _ . ---__ _..._._.._.. -_..___ _...__.__:_ _. _ _.__-.� rtamL_ r �- - O m v-mj Ow J U J U N 0) I- 0c) FT) *- O O r7 M d- N rn t0 OJ ro M 00 N (D €- 0) "It .-- Ln O (0 O (3) (D O 0)N d co Ln r"3 d r- N CO O N 07 CJ7 *00 i, 00 c6 O C6 6) (7; O 0i O O O r) O O d d O C14 O O O N O 6> O OO x Q. N N N (14 N N N N N (14 r`) r7 r-') M r) rM r") r) r7 M M r7 t•') to r7 ff) r7 t) r7 M r'') r7 - rM n W W 315 C� 310Its,P�� rF�\ll �s ::.....................: %JOEL R. BOCK ................305 KEY PLAN: L xaF};I 300 �n 0: q�fjF F { 295 or B NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB (FOC) 290 UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL FORM SIDEWALKS LKS AND VERIFY A SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER THAN 2% AND RUNNING SLOPE ARE NO GREATER THAN 57. IF ANY DISCREPANCY ARISES, DRAWING TITLE CONTRACTOR SHALL CONTACT ENGINEER FOR PLAN Sa ©�r1F'LE 285 I- 1.�A V & PROFILE 3. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS q AVENUE c AT EACH LOCATION WHERE THE SIDEWALK - MEDICAL ~ v �"' INTERSECTS THE DRIVEWAYS. THE TRUNCATED DOMES SHALL BE THE FULL WIDTH OF THE SIDEWALK AND 2 FEET IN DEPTH. JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER F8W96852 11161 DRAWING NUMBER CR1 0 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 7+50 8+00 8+50 9+00 9+50 10+00 10+50 1 1 +00 PRINT DATE APRIL 28, 2011 `10 9 6 7 6 5 4 3 2 _ 1 C., : I GI F No 0-� CENTERLINE LINE DATA LINE # LENGTH BEARING L3 790.13' S3'32'55"W L4 287.83' S50.49'32"W L5 138. 65' 1 S22-10-18-W CENTERLINE CURVE CV# DELTA RADIUS LENGTH CHORD C-L C2 47.16'37" 600.00' 495.08' S27' 11' 14"W 481.16' C3 28'39'14" 500.00' 250.05' S36'29'55"W 247.46' DATA 7 2 1 L, 1 g �I€ ff�fy SCOTT & WHITE MEMORIAL ,gA HOSPITAL SCOTT, SHERWOOD AND y f '` nli III t �Iu -SF BRINDLEY FOUNDATIONS J ot] fFrry , & WHITEHOSPITAL ,,—SCOTT COLLEGE TI N, T J 0 25 50 100 I I SCALE: 1" - 50' -� TEXAS REGISTRATION #F-2966 5.24 / 2705 BEE CAVE ROAD, SUITE 300 :NUE /. .,.i AUSTIN, TEXAS 78746 ' LT 0.77 / I / /*1--ARCHITECTS, MOON MAYORAS I INCjl Knowwl / r Call Imfore you dig. SCOTT & WHITE MEMORIAL 484-238-8982 I I - -- 2400 S. 31 ST STREET STA 20+35.24 MEDICAL AVENUE = STA 13+59.62 LAKEWAY DRIVE OFFSET: 26.50' LT — T( STA 20+61.74 MEDICAL AVENUE STA 13+59.62 LAKEWAY DRIVE TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 512-314-3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 SCOTT & WHITE SITE 37.64 ACRES FORMAL SUBMITTAL - JANUARY 18, 2011 UPDATE SUBMITTAL- FEBRUARY 17, 2011 ZONING - PDD - ORDINANCE #2010.3300 Qs \ ( ` ' ; D ISSUED FOR REVISION DATE ISSUED FOR SITE SUBMITTAL 01/14/2011 TDSHS - FIRST PACKAGE 1 03/04/2011 SUBDIVISION IMPROVEMENT PLAN -UPDATE 2 03/10/2011 SITE PLAN -UPDATE 3 03/17/2011 SUBDIVISION IMPROVEMENT PLAN -UPDATE 4 04/13/2011 SITE PLAN -UPDATE 5 04/28/2011 z i z Q, 305 300 o - _-- 295 290 285 w w 280 ---- --- - -- -- ----z - - ----- - Q___ __..._ _-----__._- __-. ------_-__ _- _.---- _-___. ___ __._.-.__I + — - _- �_� z _-- Q --__--- - a n --- r z 15 _ n N- a Q 5-------- 275 --- -- - - - w fK - — —w -- Z - - �— --_ _ ___—. __ _ __ — —_ _.___—_._-- --- — -- w - �,—� — w .N to U etf om /M Q O --_ � U •— -F p �i N O O N D Ms� OilV1 C9 Q r N m 0w �n III ------------ -- - - - ---.__:._._ ®_.- o - - ii IIu - J U _j U r� Qf O N 0) rn N O N � d V) d to O O 0 r- N N <Y 00 O c0 O cO c0 _ (0 rF V) c0 T c0 (0 O 00 O r- r7 fh c0 O O O N t, N M N O to h N c0 n c0 c r� u). m N O O N (� n O N k, O M 0') O N O 0) M N O O r7 0) O N O O 00 0) N O O � 0 N O O 0) N O 0) N h 0) N O 0) N (0 0) N OD 0) N c0 0) N co 0) N fo O N t` O N Eo O to O N d- O N c0 0) N d O t.[) 0) n 0) N 0') f� 0) N 0) N 6) 0) (`f N 0) N 0) O 00 00 N - O O O I� O 00 00 O O 00 co O 0) N N N N N N N N N N N N N N N N N c4 N N W Y 310 305 i i .mow-amf.®•�® 300 ,� 1 Aqp CO JOEL R. BOCK /f ............................... o e 98441 295 ,rt�<�cENB S •. G KEY PLAN: 290 0 0 V y �kp :4 285 B r NOTES: , € 4 1. ALL DIMENSIONS ARE TO FACE OF CURB (FOC) € 280 UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER THAN 2% AND RUNNING SLOPE ARE NO DRAWING TITLE GREATER THAN 5X IF ANY DISCREPANCY ARISES, 275 SOLUTION. SHALL CONTACT ENGINEER FOR PLAN Q PROFILE 3. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS MEDICAL tAVENUE AT EACH LOCATION WHERE THE SIDEWALK INTERSECTS THE DRIVEWAYS. THE TRUNCATED DOMES SHALL BE THE FULL WIDTH OF THE SIDEWALK AND 2 FEET IN DEPTH. JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER F8W96852 111161 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 10 7. i PRINT DATE APRIL 28, 2011 ?' n iq _ I 10 9 87 6 5- 4 3 2 1 1 , \\ I f SCOTT & WHITE MEMORIAL HOSPITAL IN Im SCOTT, SHERWOOD AND aN / �' \\\ \�\ \ , /y I .. ,r,'.rt„e .d drY a , ; Y :Iu•I` !r \\ \ o qBRINDLEY FOUNDATIONS H ISTA 4+23.81 SCOTT & WHITE DRIVE �\ ( �yo / ISV OTT & WHITE HOSPITAL L1. \ OFFSET: 18.50' LT \ 0 i ` STA 3+23.81 SCOTT &WHITE DRIVE 1 TOC EL = 299.91 ® G STATION, T ` Im \ OFFSET: 25.50 LT l I ` TOC EL = 301.32 I �\ \\ 0 25' 50' 1001 STA 6+30.58 SCOTT & WHITE DRIVE STA 1+23.50 SCOTT & WHITE DRIVE \ = EQN STA 1+00.00 MATCH EXISTING PAVEMENT NORTHBOUND ROUNDABOUT EOP n - ' _ { �o I \ ob OFFSET: 17.00' IT \�� a SCALE. 1 - 50 l (OFFSET: 18.50 LT, TOC EL = 296.70) D \ I ) \ TEXAS REGISTRATION #F-2966 u? Y 10, ..E. & SIDEWALK -� m Ld ��yo 2705 BEE CAVE ROAD, SUITE 300 I i\ AUSTIN, TEXAS 78746 cv z C5 5 f 0 U 6iM oo" MAYORAS _ z w' �o o y + 0 .a . J-.--.1_. -'4 O O o I ARCHITECTS, INC. _.............. m . o c°i O _......... e0_r� f O 9 N $ t g onfii"md. Pry use I - DEWALK stabilization 1'eli -� areasacceptable I l ( - \ --- w j Know Whir s elA a STA 1+89.00 SCOTT & WHITE DRIVE OWNER: 820`;° {.�.`xli1 I o ' \ v, BEGIN TRANSITION I \ / Zt �`°\ l before you dig. SCOTT & WHITE MEMORIAL I' STA 6+30.58 SCOTT & WHITE DRIVE ' 484-238-8982 EQN STA 1+00.00 / U \ �0'! 2400 S. 31ST STREET I STA 1+39.00 SCOTT &WHITE DRIVE END TRANSITION SOUTHBOUND ROUNDABOUT EOP OFFl \ �RT TOC (OFFSET: 18.50' RT, TOCSE 17298J0) • I� STA 3+23. 1 SCOTT & WNCi'E DRIVE ' STA 4+23.81 SCOTT &WHITE DRIVE \ I ' OFFSET: 18.50 RT I � � �, � OFFSET: 25.50 RT 1 TOC EL _ 299.91 I I f I TOC EL = 301.32co ' t I Of�Y TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 512-314-3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 SCOTT & WHITE SITE - 37.64 ACRES FORMAL SUBMITTAL JANUARY 18, 2011 UPDATE SUBMITTAL - FEBRUARY 17, 2011 ZONING - PDD - ORDINANCE #2010-3300 _.� C \ ISSUED FOR REVISION DATE X� \/\� / } Fyn ` / �� \ \ \ J ISSUED FOR SITE SUBMITTAL 01/14/2011 I TDSHS - FIRST PACKAGE 1 03/04/2011 n11�111t"[.1/111 •IC.1T ALI l AY Ar1I. 1.1AII �z JVG VIY1.71 MY II�/11-RVYGITIGI71 fLlil'1'Vf VHIG 4 Val V/LV 11 SITE PLAN -UPDATE 3 03/17/2011 SUBDIVISION IMPROVEMENT PLAN -UPDATE 4 04/13/2011 SITE PLAN -UPDATE 5 04128/2011 I-J D SCOTT & WHITE DRIVE 315 315 o M p-z • - Mom..--- ------- -- ----------------------- -- _ __- -------------- ------ ---------'--- -- _._. _ __. ._.-_ --p Q- --- ___ 310 + II 310 w - #- - 305 .�, , p 305 OF r,� F�1 ...............................� JOEL R. BOCK98441 0 300 300 1 0 w Ilk o L• .. f �V • r✓ KEY PLAN: r 295 �tflr ' 295 290 290 B NOTES: 1. ALL DIMENSIONS ARE TO FACE F CURB (FOC) 285 � � � a o 285 UNLESS OTHERWISE NOTED. j 2. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR _-- ----_____-_ !_.---_-_---___-_� o- SHALL ENSURE THAT CROSS SLOPES ARE NO --_-- -- -- --~'-- --�' - - ----- --- - GREATER THAN 2% AND RUNNING .SLOPE ARE NO -� ¢-_- ------ --\ \- - ------ -- --- - - �3 �3 - GREATER THAN 5X IF ANY DISCREPANCY ARISES, DRAWING TITLE o - CONTRACTOR SHALL CONTACT ENGINEER FOR 2ao " �, Z O - 280 SOLUTION. PLAN &PROFILE -,� .----_-__- -_ -- -- -- - -___. -. -- - ----- _-__ -----------------_.-.-_m ___rn-,on-�-� ___ _. 3. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS oo 0 o ¢ �` AT EACH LOCATION WHERE THE SIDEWALK � WHITE _ SCOTT DRIVE _ _ - _....._�_m a� -- - �i!n_- ..-.------- ----- --_-_-__ _____-.-----_----_-. o •---o r� z INTERSECTS THE DRIVEWAYS. THE TRUNCATED 10 ---- ------ --- -- _i -- -_ -_ - ___w - ,+o Lia--w - DOMES SHALL BE THE FULL WIDTH OF THE SIDEWALK r II \ o a w dvl AND 2 FEET IN DEPTH. <L..-.w-¢_ o Im Iii JACOBSPROJECT NUMBER TDSHS PROJECT NUMBER o w II t,_ F8W96852 11161 I U O rM d- N n to r O O N I- to O h 0> O to N N to 00 t` O O I? cq O N N d- d- cD O) 7 7 10 t7 N CO to 00 O O O N 1.0 Lq ro d M N N O O O O m 0) 0) 00 00 r r- n to co Uj ( j) O O O O O O O O O O O O O O m m O O 0) m O 0) O O X ry r7 t 0 M t7 r7 M M r7 r7 N N N N N N N N N N N N LJ CENTERLINE LINE DATA LINE # LENGTH BEARING L8 349.81' S3'32'55"W L9 248.47' S16'48'19"W L10 760.55' S4824'32"W CENTERLINE CURVE DATA CV# DELTA RADIUS LENGTH CHORD C-L C5 • e a 13 15 24 r 535.00 r 123.78 . r S10 10 37"W 123.51- DRAWING NUMBER CRI 06 10 9 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 PRINT DATE oil IIImII PLRI28, 2011 ("]j �./ - k _w � �f"�1j. - Y:'. �,/ *'' Ys y Y/'W.,+ SYi'.g..sa'S' 1113 G,2 ,� '�.M y2 EB,5A' 604%, n ^lisp P1111ow1l :, 10 0 7 0 a 3 2 1 \ / jxyie bi ;r daft^.i, STA 2+79.39 NORTHBOUND ROUNDABOUT EOP � 1p � ,...,.•{ 4.1,,. s \ (SCOTT &WHITE )RIVE) STA 3+81.08 NORTHBOUND ROUNDABOUT EOP - �{�'�li SCOTT &WHITE MEMORIAL , / s� ! :f OFFSET. 1.5 LTDRIVE) _ SCOTT &WHITE HOSPITALBEc N DRIVEWAY APRON OFFSET: 1.50 LT END DRIVEWAY APRON�.;tt sx ,. SCQTT, SHERWQOD AND _ONO STA 2+61.14 NORTHBOUND ROUNDABOUT EOP ;I . BRINDLEY FOUNDATIONS \ (SCOTT E DRI ( TT & WHITE vE) 0 Qrf.TI:.• .. j t , .,, w,,., � OF 1.50 LT e � :,,.r{ is sr �> s• 4 END DRIVEWAY APRON \ 0yT77, �1 \ STA 2+31.91 NORTHBOUND ROUNDABOUT EOP SCOTT & WHITEHOSPITAL (SCOTT' & WHITE DRIVE) �� ``�•.. ``` � �`'� -� `�-- OFFSET: 1.50' LT BEGIN DRIVEWAY APRON \ t COLLEGE STATION, 1 ` R 103.5 0 y:. _- \ 0 25 50 100 -� R3.0 R1.0 I S \ SCALE: 1 - 50 ii,,�,CG,,, B. STA 6+30.58 SCOTT & WHITE DRIVE !N , , . tnHU \ A- EQN STA 1+00.00 \ TEXAS REGISTRATION #F-2966 C NORTHBOUND ROUNDABOUT EOP `x � nyo \ \ 6z I 2? •____---._�1� �-� 2705 BEE CAVE ROAD, SUITE 300 OFFSET: 17.00' LT O n N � `-.-�_.1 .�sz.,..�� t AUSTIN, TEXAS 78746 (OFFSET: 18.50, LT, TOC EL = 296.70) / 3p . `� o _ STA 9+17.99 SCOTT & WHITE DRIVE p ;,0S 7 8� ��` �,• -- v� - EON STA 4+85.34 M +. f y Rrr NORTHBOUND ROUNDABOUT EOP J'� MOON MAYORAS LJ OFFSET: 17.00 LT . a. \ , �.5o \ ' 0�R45.0' �� (OFFSET. 18.50 LT, TOC EL = 293.06) ARCHITECTS, tiQC. \ \ 0�- �' R1.0 Q e� N R3.0 • i 0 R73.5 5 5 �4) R45.0 R45.0 \ Mina ry OWNER: / C -- 1 Z1, MZl \ 1M `3x > -tialphofore you dig. SCOTT & WHITE MEMORIAL 484-238-8982 2400 S. 31ST STREET r STA 6+30.58 SCOTT & WHITE DRIVE rn = EON STA 1+00.00- ^3� SORTHBOUND ROUNDABOUT EDP OFFSET: 17.00' OFFSET: '18.50RT TOC EL - 296.70 \ ( ' ) \0 'o / STA 9+17.99 SCOTT & WHITE DRIVE DMZ / �` 10 / = EON STA 4+10.88�� `\ SOUTHBOUND ROUNDABOUT EOP oiyo " OFFSET: 17.00' RT f OFFSET: 18.50' RT TOC EL = 293.06 \ z \ \ ' O t \ TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. ##98441 512-314-3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 SCOTT & WHITE SITE - 37.64 ACRES FORMAL SUBMITTAL - JANUARY 18, 2011 UPDATE SUBMITTAL - FEBRUARY 17, 2011 ZONING - PDD - ORDINANCE #2010-3300 � / a w a o / f ` _ ISSUED FOR REVISION DATE E \ J \ ISSUED FOR SITE SUBMITTAL 01/14/2011 / ( iII � ~ TDSWS - FIRST PACKAGE 1 03104/2011 CENTERLINE LINE DATA LINE # LENGTH BEARING L8 349.81' S3'32'55"W L9 248.47' S1648'19"W L10 760.55' S48'24'32"W SUBDIVISION IMPROVEMENT PLAN -UPDATE 2 Vol 10/2011 SITE PLAN -UPDATE 3 03/17/2011 SUBDIVISION IMPROVEMENT PLAN -UPDATE 4 04/13/2011 SITE PLAN -UPDATE 5 04/2812011 k - D I youTNBouND ROUNDABOUT EOP (SCOTT & WHITE DRIVE) NORTHBOUND ROUNDABOUT �O�(SCOTT � WHITE DRIVE ) - , f• CENTERLINE CURVE DATA CV# DELTA RADIUS LENGTH CHORD C-L C5 13' 15'24" . 535.00' 123.78' S1 O' 10'37"W 123.51' 310 305 Pq + N 300 a CO in w o rn II 295 290 285 _._..«....._.-.__._ W .tit._.._.-.._.�._-_.__._._.__._......._._. ......•.._..._.._._:__::___.._ ............._._..-__.____.._.:._....___._-__.._:_.___._ ._-_..- ._(yJ_ T ._.-_. 280 U N o 00 275 O O u?o a 00 rn� r- + N - 1 -N r p) z fin.-�- w 11 w J U S U O O O O to to O .O N N N N to 0 N N N N in U r- O n O r. tT r- 0) 1 c0 (O O (0 C Ln O) U) 0) V') O t ) O x ,K N N N N N N N N N N N N N N Ld Q 310 310 310 # - I T------------- __:_.-._._. 305 305 305 f M , O tD +co N 300 300 ¢ w N 300O�T�o� n m. rn 04 JOEL R. BOCK NN 295 295 295 1 0 si E�' I j NAL KEY PLAN: I Aa4 ,• - _ 290 290 290 x i 285 285 285 BC? tl NOTES: Li r > a 1. ALL DIMENSIONS ARE TO FACE OF CURB (FOC) 280 280 w s 280 UNLESS• OTHERWISE NOTED. ; z _------- ----.._..---:-- .---- :---_____ ._.-..._----._.__.�_. . _;._ :----_-- ---:---_--..-___.---------_---.. _-..__. _,- -- ----_ _ . __ 2. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR `-- SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER THAN 2% AND RUNNING SLOPE ARE NO GREATER THAN 57a. IF ANY DISCREPANCY ARISES, DRAWING TITLE -_ --------o- -�-- CONTRACTOR SHALL CONTACT ENGINEER FOR 275 275 275 SOLUTION. PLAN & PROFILE • 0 o co rn `n �p- Q -- - ---- rKcv 3. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS SCOTT CX WHITEDRIVE Q_ . � _�_ _ _- __ _-_------__.-_r� rn AT EACH LOCATION WHERE THE SIDEWALK + + INTERSECTS THE DRIVEWAYS. THE TRUNCATED DOMES SHALL BE THE FULL WIDTH OF THE SIDEWALK . Q a �ii AND 2 FEET IN DEPTH. - ___ _..__ ._._._mow__ _.----_--.-.__..__..-.__: __._........__---_--_----_--__._�.._......�._,: .-_._-----._..--.-- _.--- ------_--_-- _� _-..-._._-:-...._-- ._�___ _ ____cL JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER 11 w t� II w F8W96852 11161 U U d ter- (o to to to 0 rn to to co co 0 0 �-+ N N n n 17 to to to to to (O (0 (O (D t!? to d d d d d d V) 0 x 6) 6) O 6) fT 0) 6) 0) O T 6) O O 6) 6) T x N N N N N N N N N N N N N N N N W n 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 PRINT DATE APRIL 28, 2011 C 1- ni .. ET1% I 10 J 8 7 0 5 4 3 2 i SCOTT &WHITE MEMORIAL HOSPITAL �.; �� SCOTT, SHERWQOD AND PBRINDLEY FOUNDATIONS 29, SCOTT & WHITE HOSPITAL 1 1 o/ COLLEGE STATION T � 292 1 / / 0 25 50 100 o \ a l u n — � a / = I ECR S1A 12+67.31 SCOTT & WHITE DRIVE SCALE: I 50 .' N SCR STA 13+04.36 SCOTT & WHITE DRIVE � '°� ' "' NNW STA 9+17.99 SCOTT. & WHITE DRIVE OFFSET. 48.42 LT , = EON STA 4+85.34 - - FG EL 0 SW RAMP OFFSET: 53.88' LT /j / TEXAS REGISTRATION #F-2966 tez ,6ti NORTHBOUND ROUNDABOUT EOP r., : TOC EL = 291.89 / 2705 BEE CAVE ROAD, SUITE 300 , OFFSET: 17.00' LT BCR STA 12+37.31 SCOTT & WHITE DRIVE ! Q / / AUSTIN, TEXAS 78746 OFFSET: 18.50' LT, TOC EL = 293.06 loll OFFSET: 18.50' LT I ECR S1A 13+34.35 SCOTT & WHITE DRIVE 3 / (� \ FG EL (0 SW RAMP) = 291.48 OFFSET: 23.50' LT / J w� TOC EL = 292.44 / / MOON - Idi AY O R A S In Ha nHo _ _ • Y 1N3 3 HlYM301S — R30.0' / r � ui �,;a 0 • I O � � i� 0 13+� LIMB � fir• - o w ^ �- N l.,— 1OO�MB iM8 1 83 ! / ■ O M O 02 N tr O s! 29 �— 0-1-1-- u 2 �.- -- 2 3 / / - _ _-_ / i / /// ow What's IN -- _... -- \ r-- / _ ✓ // . OWNER: OHO w SCOTT & WHITE MEMORIAL / /// before you dig DMZ L � 1 � a. 484-238-8982 lMZ l m m DMZ I. l DMZ l iMZ I DMZ l STA 15+07.76 SCOTT & WHITE DRNE 1MZ� z BEGIN TRANSITION ' z 1 S. 31ST STREET ►+� STA 9+17,99 SCOTT &WHITE DRIVE = EQN STA 4+10.88 \ STA 12+85.82 SCOTT & WHITE DRIVE / z I SOUTHBOUND ROUNDABOUT EOP = STA 1+00.00 HEALING WAY STA 15+57.76 SCOTT & WHITE DRIVE rn F_ OFFSET: 17.00 RT / END TRANSITION OFFSET: 1 .50' RT TOC EL = 293.06)1 ��- ( 8 � -nyo nHo I / CENTERLINE LINE DATA LINE # LENGTH BEARING L8 349.81' S3'32'55"W L9 248.47' S16'48'19"W L10 1 760.55' S48'2432"W CENTERLINE CURVE DATA CV# DELTA RADIUS LENGTH CHORD C-L C5 1 T15'24" 535.00' 123.78' S10'10'37"W 123.51' TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 512-314-3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 SCOTT & WHITE SITE - 37.64 ACRES FORMAL SUBMITTAL JANUARY 18, 2011 UPDATE SUBMITTAL - FEBRUARY 17, 2011 ZONING - PDD - ORDINANCE #2010-3300 ll ISSUED FOR REVISION DATE ISSUED FOR SITE SUBMITTAL 01/14/2011 TDSHS - FIRST PACKAGE 1 03/04/2011 I qiipntm.qinmimpRnVFMFNTPIAN.UPDATEI 2 03/10/2011 -� x - -1OW__P_OINT__ _ =._291..42---___ _.__---_-_-__-- -..__-___ _ _-__-: __-----:____-_ ..__._.-- --_.__.. _-.._ _ - -- --------- --- -- ----_ _------- ---- ----- -- - .. a -� LOW POINT ETA = 11 +30.0 — ------ - - - - --- ---- -PVI-STA -1-1-+05:00 305 PVI El = A.D. 1.60% f ---200 00-VC— -- o i N 300 d I rn 295 290 { I I 285 I — w 280 J a vv .- o'!j J m n o a 275 Q rn _� a~'- m � vI ,0 vi N N -tL} C? ---M; oD n N Vj O N +7¢ M - - tl9 + 71 w II "' ^ c� • Q al >OQt ll II w O W r; O-- _J U J U 0) O 00 O d O (0 � N- O O — 0 00 (0 n I` N N N Or) to N 00 N O N "t N N r co �'�. 0) ) 0) �f 0) r7 0) O N 0) r O N 0) .- N O .- 0) r7 0) .- 0) N 0) N m N G) N m N 0) N 0 6 0 r7 0) N � � m �) r7 crk N N N N N N N N N N N N C1 N N N N N N N N N N N N N N N N N W � SITE PLAN -UPDATE 3 03/17/2011 SUBDIVISION IMPROVEMENT PLAN -UPDATE 4 04/13/2011 2 1 SITE PLAN -UPD ATE E 5 04/ 8/20 1 JIV / 305 300 E OF rFN�A C ...............r JOEL R. BOCK l� 98441 wdi 295 S G _ �tk\ /ONAL KEY PLAN: 290 �.. 1 285 U NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB (FOC) 280 UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO : GREATER THAN 2% AND RUNNING SLOPE ARE NO GREATER THAN 5% IF ANY DISCREPANCY ARISES, DRAWING TITLE CONTRACTOR SHALL CONTACT ENGINEER FOR /� PROFILE 275 SOLUTION. : PLAN & 3, CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS SCOTT & WHITE I'TE DRIVE AT EACH LOCATION WHERE THE SIDEWALK INTERSECTS THE DRIVEWAYS. THE TRUNCATED DOMES SHALL BE THE FULL WIDTH OF THE SIDEWALK AND 2 FEET IN DEPTH. JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER F8W96852 111161 A , DRAWING NUMBER CR1 0 9+00 9+50 10+00 10+50 +00 1 1 1 1 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 PRINT DATE APRIL 28, 2011 10 7 0 5 2 1 0 � 6 .-:� �• t?F< Kr' I $$pp ' F fi 1® 9 8 7 6 o x o / + \ r- r i 1 )r O ' (` + I 1 f 1 100 OFFSET: 48.50 LT BCR STA 1+18.50 DOUBLE MOUNTAIN ROAD \ 0 25 50 / U _ ' TOC EL 302.28 � 6 I 1 • SCALE: 1 = 50 � ECR STA 1 +48.50 STA 2+42.78 DOUBLE MOUNTAIN ROAD DOUBLE MOUNTAIN ROAD f OFFSET. 18.50 < LT INSTALL STREET END BARRICADE TYPE III TOC EL = 301.62 END CONSTRUCTION V \ i �q o e 8 w SIDEv \ ti STA 1+00.00 DOUBLE MOUNTAIN STA 8+31.56 MEDICAL AVENUE 00 Of _ � CV y O - O` 1 2+00 ,--- � �)DOUBLE L11owi-. =n I N C? O_ � � 0. � U NTAISTA 1 +oaao 1 N ` CATHEDRAL PINES DRIVE - w w = STA 16+14.70 STA 1 +18.50 DOUBLE MOUNTAIN ROAD `�? ?�-- 8W MEDICAL AVENUE e w _ - END TRANSITION R30.0 0 ---- ECR STA 1 +48.50 - u STA 1+68.50 DOUBLE MOUNTAIN ROAD r° o DOUBLE MOUNTAIN ROAD STA 1+18.50 BEGIN TRANSITION OFFSET: 18.50 RT CATHEDRAL PINES DRIVE ,_ rn TOC EL = 301.62 -1 END TRANSITION N r J BCR STA 1+18.50 DOUBLE MOUNTAIN ROAD o OFFSET:.48.50 RT I t / TOC EL = 301.35 / . � 1 - _� 1 0 w �J N 1 CENTERLINE LINE DATA LINE # LENGTH BEARING L11 142.78' S86'27'05"E L12 145.00' S39'10'28"E IJ DOUBLE MOUNTAIN ROAD - 315 315 310 310 " 305 300 295 290 w 285 z it m o w - --- ® o wo 280 O ± d0� M - `-� - (D - CV - U . (1) x W U O Of a, r- O o to cD N rf7 0 h d: 0 N co 0 to I- r r> 1 +00 1 +50 2+00 2+50 3+00 10 9 8 7 6 3 21 i i �D � o - . - 1 •� � � ► `�;��.. f � � .: fq ;:1 � . �., e. I Ff ��,, ��t, tir TT W I T M E R AL SCO & H E MO HOSPITAL G Li I r IE 'ff rR nac t BRINDLEY FOUNDATIONS H Ifl BCR STA 1+18.50 CATHEDRAL PINES DRIVEI SCOTT & WHITE HOSPITAL I OFFSET: 48.50 LT FFS TOC EL - 294. 63 LE COLLEGE STATION, X T 0 25' 100' 50' ECR STA 1 +48.50 CATHEDRAL PINES DRIVE OFFSET: 18.50' LT �` SCALE: 1" = 50' BS TOC EL. =. 294.36 TEXAS REGISTRATION #F-2966 • STA 1+68.50 \ STA 2+45.00 CATHEDRAL PINES DRIVE 2705 BEE CAVE ROAD, SUITE 300 CATHEDRAL PINES DRIVE INSTALL STREET END BARRICADE (TYPE III) AUSTIN, TEXAS 78746 BEGIN TRANSITION END CONSTRUCTION MOON iv1AYQRAS R300 cn Gp `lam' I ARCHITECTS INC. , o CA•TH t 9 y. ��y..� U 12' L t 0 t� CV CQ tL is - C L ;- 9 PINES DR'' , Know 1 what's below. v R3a. 0 L w w �x 7/LP.u.--"-- � _ 8wL l' beforeo1 OWNER: SCOTT & WHITE MEMORIAL rr 484-238-8982 I- ECR STA 1+48.50 N 2400 S. 31ST STREET CATHEDRAL PINES DRIVE OFFSET: 18.50' RT , o TOC EL = 294.36 �- t + BCR STA 1+18.50 CATHEDRAL PINES DRIVE OFFSET: 48.50' RT ` TOC EL = 293.69 I � � TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. ##98441 512-314-3100 JAC©BS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 SCOTT & WHITE SITE - 37.64 ACRES FORMAL SUBMITTAL- JANUARY 18, 2011 UPDATE SUBMITTAL - FEBRUARY 17, 2011 ZONING - P©D - ORDINANCE #2010-3300 ISSUED FOR REVISION DATE T ISSUED FOR SITE SUBMITTAL 01/14/2011 TDSHS - FIRST PACKAGE 1 03/04/2011 SUBDIVISION IMPROVEMENT PLAN -UPDATE 2 03/10/2011 { SITE PLAN -UPDATE 3 03/17/2011 SUBDIVISION IMPROVEMENT PLAN -UPDATE 4 04/13/2011 SITE PLAN -UPDATE S 04/28/2011 - L1 CATHEDRAL PINES DRIVE 305 300 - 0q 295 1 Z00y 290 285 M ®M o 280 z - z_ a o.- - Ix_ w w w 275 lyil a 11 1�i -rl V1 N Emil R U t- cn X W U (1 � W to 00 to N rn c? �t N to O) to N 0 N - 0)N cli LI d- OO to o O to N - 310 305 300-- E of T �1 ............................... JOEL R. BOCK ....................NN 295 �k s'IONAL.. EN -� KEY PLAN: 290 1 r - - F r. � liVd'\x x< 285 B NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURS. (FOC) 280 UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER THAN 2% AND RUNNING SLOPE ARE NO GREATER THAN 57. IF ANY DISCREPANCY ARISES, DRAWING TITLE 1 PLAN n 1 PROFILE L/"11 V f_ R L_ CONTRACTOR SHALL CONTACT ENGINEER FOR 275 SOLUTION. DOUBLE MOUNTAIN ROAD AND 3. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS AT EACH LOCATION WHERE THE SIDEWALK CATHEDRAL PINES DRIVE INTERSECTS THE DRIVEWAYS. THE TRUNCATED DOMES SHALL BE THE FULL WIDTH. OF THE SIDEWALK AND 2 FEET IN DEPTH. JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER F8W96852 11161 DRAWING NUMBER CR1 09 I 1 +00 1 +50 2+00 2+50 3+00 PRINT DATE APRIL 28, 2011 3 s �` yp;% �� '�' per'. Y Z:, F. f .. �"�t. y::r :::6 'H:iu � :c: [; Y" ..".ty,� ', %"•R,./a,:' 2 7' 4 3 ........... - 9 8 o ... 10 . . ........ i rA�wwmn 1 11 11 11 1 MOVANNM OVN 1 $0. IWAIM�, WWNW1"Wft0WQ0!! A 0N, P. SCOTT & WHITE MEMORIAL X, HOSPITAL D AND SCOTT, SHERWOO 7 R, BRINDLEY FOUNDATIONS 'W" H H -V /Q N 4 A *C""" & WHITE HOSPITAL 0 V11 I H ., ...... COLLEGE STATION, TX cij 0 j ."ZI 4 SCALE: V= 5' T f curb is op 0 0 -13'hid,,er TEXAS REGISTRATION #F-2"6 _j. tt",am centerkne 27D5 BEE GAVE ROAD, SUITE 300 -Q) elevaition AUSTIR, TEXAS 78746 -- Cklll . .. . ....... cp�I�F,- 14 41 U., 14OOtl - MAYORAS J� ? 89 G ICKTECTS, INC. A r 2% L-2 Concrete: DI-2 6" Concretp�*, __j /1R, F 6'; 1'reated Subgrade 0 0 Az" 10" base Material OWNER: SOOTT & W"ITE MEMORIAL 6 Treate" 6" Treited Subgrade, Re'-i-forcte'd 404-238-8982 Issued prior to 8" city mquirement) 2400 S. 31 ST STREET u b q ra d,-,;, Concre-'e 310 TEMPLE, TEXAS 76508 ENGINEER: ic-I 5 (3. 5 UO—ELR� 113OCK, PZ O�441 �121) 0 ---------- --------- 5,12-314.;3100 JACOBS ENCANEEIRING F "i d e vv a Hk La n e Hi I"Ll La n P— Thru Lone. L ci n e S i e w a I k msmr: CAVIE ROAD, SUITE 300 AUSTIN, TEXAS, 78746 SCOTT & WHITE $1712 - 37�64 ACFMS S e w o. 'Way S i d e vv a L a n d s C CT e FORMAL SUBMITTAL - JANUAIV 18, 2011 UPDATE SUBMITTAL - FEBRUAKY 117,2011 ------- . ... . . ........ . .... ......... ZONING - PIDD - ORDINANCE #2010-3300 R 0 E V� sueD r-0 R MISION VATE Aft.114VK ki#VLLE(."*#TV0'*`% R% E MUM FOR WE SUBMIAL 01114-Wil HEALING W Y TOWS -rIRST PAWqU MEDICAL AVE UE Ap ug c4m #tm M Ir fie Z OVIN2011 SCOTT & WHITE DRIVE SlIEPLAN-UMATF DOUBLE MOUNTAIN ROAD SUBDIVIVON IMPROVEmela PLAN -UPDATE 4 10*014011 CATHEDRAL PINES DRIVE D ----------- D 4 1A ... . .......... N, REVIEVVED FOR CO.MPLIANCE -,Y 1 r IQ COLLEGE 4,3TATION Efif GINEERING 19 Q Top of curb is 5:) "N 0,03'lower C C than centerline L efevafion 10-1 R BOCK U j r 10 1 . ... . ......... ................ ... . ..... .. . ..... L,11� . . ..... KG1-YrVV1: . ... . ..... . ........ ........... . .. . ... ............... . ...... --A th ------- . ................................ .. ... . ..... 6" T r e 11, Subigradle" "N, --w--0. 5' -re concre. _5 a Sidewalks along Medic,- I Ave are generally APR 15 Z011 to be 4'off the Back of Curb, on both sides. B B B Ij All other streets to liave sidewalks CDC �.j 5, a 01 generally 5'off the Back of Curb, on both B i k, S i d e w I k rt,.j La n e C 2 WL" i j "Iru r I k sides, a n �,:,i n e 13�0 (J" 4, Roadwov d 11, In fCC0f(j&nC4t Wifb 5+AAdA4'(j Landsccpe dsc-op- 80 rrAll-cim, cot and j4+ *11C05 ROAD 8ECTIONS' O`V�Vl REFERENCE GEOTECHNICAL REPORT FOR COMPA(.�,ITIDN SPLCIF]CADONS, FSW96852 MAJVK COLLMMiK �4 BASED ON '11-fir- GEOTECHNICAL ENG[NEERIINIG SURVEY PREPARED CRAIAING tIUMBER A BY TERRAGQN'C0N$ULTANTS,`, ING. ON AUGUST 27, 2010, N LAKEWAY DRIVE SUPPL ' FMENTAIL INFO WAS RECEIVED ON NOVEMBER 23, 2010, DECEMBER 22,,2010 AND J94UARY 5, 2011� A A C',ONTRACTOR SHALL YERV PAVEMENT SEOTION, FOR DI-3 SECTION Of,4 ALL PUBLIC ROADS WITH TE'RRACON CONSULTANTS, .J, INC. FRIOR TO CONSTRUCTION, PRINT GATIE APPJL 01, 2011 AF 6 C 10 91 8 7 5 4 3 31/442 HOSPITAL V/ SCOTT, SHERWOOD AND 0 \jm SCO17 & WHITE MEMORIAL i I l v I 15 PUBLIC RIGHT-OF-WAY _, --- � �. 15' PUBLIC RIGHT-OF-WAY — COLLEGE / O.R.B.C.T. g4 CK PRAIRIE ROAD- �f C « � TIE INTO C;L1RD ' / �- r-- -� _ - _ —�� Ph `( REGISTRATION F-2906 G `� `' - — _ - �R�lMP LANDING ® 2705 BEE CAVE ROAD,SUITE 300 ( L AUST'IN, TEXAS 78746 g -•-- eosc Q ..�r _--- -'-__ a°Pra •'' .'• ii:` , —. -__._ —- / /vasm `' �' �,v�a+ /'.t� e ._ _•----'- tom. t /� \� '� _c {- �_ ,Remove r MOON MAYORAS �. _,.. r T i :. J ,.._.3,. i5 barb V .::. .E•� 1 and ;. „ ARCiiiTECTS, iP�C. J °.,.. aww ww aww V - / Wire ��, . �, -- —� ` / qt 8WW ---- --------- -- / I ate; y — --- ---�-- -- — ---------------------------- �-- I�.>1�'�' �0t 1�OfJ o , iNEW K.U.W.LINE - "j € vvaIi : . �o Q SW c PROPOSED CO'6°CONC. ��. PER FINAL PLAT ..�-- �� _ _ \ 0.47 AC. � � � I 6o� a �, ti I� G� O"O V•IW- . C4TY Oi COLLEGE STA ON, TEXAS \ / <v OSIDEWAaLK (SEE' DETAIL). s=;> 1 ¢.� , / �. 20 PUBLIC UTILITY EASEMENT zo Puauc unuTY E �fMENT ' \\\ j r PROPOSED �.® CONC. 20' PUBLIC UTILITY EASEMENT VOL. 9506, PG. 207 O.PA.S.c.T. \ I y VOL. 9506, PG. 207 , (fMM ,ar) SIDEW�iLK (SEE DETAIL) % I I p{ O,Y 4kSv �° C� / / ll a ° O.R.B.C.T. f `cos, ` O.R.B.C.T. �O ��` �C> /. OWNER: i� SCOTT & WRITE MEMORIAL �. 20' PUBLIC UTILITY EASEMENT V• i � � 2400 S. 31ST STREET \ TEMPLE, TEXAS 70503 r;.. VOL. 8821, PG. 237 a �// / ] , O.R.B.C.T. y \\ \ � \ CQ' O�\�, � • e� / � � C4U'T'IOt11° ( I I --� \-�• J Oy \4. / ��/ j \ ENGINEER: •..: • / �, /\ / \ <,_.�-•--. � C�'�Q Q �� \ �-., ?.. _._-� o��.r +�.r � �, J L � / � ��// / / nl I � \ COi�TF�CTOft TO VERIFY ALL E2(ISTING UTILITY LOCR�TIONS - // �� VERTICALLY AND HORIZONTALLY PRIOR TO START OF ��.QCI, P.E.041 � j -r ��`I / 512-314-3100 Q� v I I soy / ,,/� �� / CONSTRUCTION. �� JACOBS ENGINEEPJNG LOT 2 BLOCK 1 j/ // / \ 2705 BELL CAVE ROAD, `/ �°'� \ C� ^j• G' 1 _ m "SCOTT & WHITE HEALTHCARE s // /� / \ i SUITE 30® �� \� 4 b` �' �O \ SUBDIVISION I I WARNING! AUSTIN, TEXAS 78740 ^A' Q' �� w� LOT 1 BLOCK 2 `301-'r' "-- m O.R.B.C.T. / i � 4 •�- � F` O� � � THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SCOTT Z WHITE SITE - 37.12 ACRES SCOTT &WHITE HEALTHCARE SUBDIVISION ACCURACY OF THE LOCATION OF UNDERGROUND UTILITIES. / Z m D INMICE ff2010-3300 r -.- � ICE RESPONSIBLE FOR AVOIDING ZONING �® � \ / � VOL. PG. � �--- nor � � .� / •�'• .�� THE CONTRACTOR SMALL j �.. Q' -1ALL EXISTING UTILITIES BY CALLING TES O.R.B.C.T. � Q P�� A5 ONE CALL SYSTEM 0 U11 FOR LOCATION OF ALL UTILITIES, AT LEAST 46 HOURS PRIOR TO BEGINNING CONSTRUCTION. NX LOT 1 BLOG3K 1 ROCK PRAIRIE ARKETPLACE 5 / 0 2 f _ VOL. 950s�PG. 205 3� � / ".B.C.T. /. / \\ / r-- _ �i / / �a/ / / I I ISSUED FOR REVISION DATE fi 2 s' Lz --- / 15' PUBLIC RIGHT—OF-WAY ` } \ / / �/ \ \ a Ac. �-✓ \ 'RIGHT-OF-WAY- \ - - - CITY Of oCO LEGE AT1Ota- 15 PUBLIC jj// VOL.AGR3- O.R.B.C.T. -- --� \ VOL. PG. vo�p'e.�• l®m��,� 0 - _ ` .` = /� < " O.R.B.C.T. ` 1 / --�.. �� 7� ��It � GAS INSTALL CUR® RAMPS \ �� _ -- --_ -_ _ --= _" TIC INTO CUR® -- - -- — ® JOEL R. BOCK �� PER DETAIL RAMP LANDING989 ® rss' r P.C• .i � � T„aat+Y so• ,azr ' r� .-- L.. ._._-- ,_ ._ _ _ �� ' 1 �� ••�� "v NEW R.Q.W. LINE - - _-- �— _r- - - :_ _ _ �� s,�' ..• �� •, .��• ---o •--.� m Q.,�•� �---- -�-.- ____ 345- sa-�-PER FINAL PLAT - — - - U 295 9 ---- ------ -- — — — —_ ___ J --=�N� KEY K PLAN' t - - 2V P�- 1 T _ _ I P I / j PROPOSED 6.0 CONC. y t D o � 20 PUBLIC UTILITY EASEMENT g % \ SI®EWALK (SSE DETAIL) I PROPOSED 6.O CONC. a ��g , VOL. PG. �s \ cr tr ;;t xr to tro.nsl ior� from. �6" c:E, o) to hobo€�' wit€ b t Rou�lc air SIDEWALK SEE DETAIL) � / O.R.B.C.T. f % . r?F€:�€ � �_ •-�� Side ra � E- ,-• -„ � ' •f \ f . rr- ; , '�� 20 PUBLIC UTILITY EASEMENT \ � �. / -€€ € _ .,€r1ufi both t, c U. Is , tr,w €€ 1��€z.a. ft,.,. d€ ( / , :;r:# VOL. PG.€ / PRC�P05ED 6.® CONC. per {f t <€li�t ^- 1 `I / \ O.R.B.C.T. \ f / \ 20 PUBLIC UTILITY EASEMENT p SIDEWALK (SEE DETAIL) �.� :�: 3ikB S'I r• s'�r;l;�li ^t€ n d^ Eser,.:' €al`." {.�fT'`'7" -_a '( .. �;�. � � • � VOL. PG. r : t : r o. e ribbon curband O.R.B.C.T. - �y.. .. t,>€1€t...,t,>llr:::.t r�€ .I. t,).) try € I', r�.�.n 1 a� #, ,�.3# ��^^' ,�r Ly ..._. `•+ - /. .�' j ,,> � .,s . .. .. �. .. \ � � E.. .,,; �� 3"6.3 � "'�;.,# i,,'f ,.� <t�r..'''' € €n Cp•' "-r pg• p'rn �N.�.. 3 - /1 LOT 2 BLOCK 1 Y, `f {� e :� tl /J� �^� -a t q p og j p sto (r ' �< _I T ! # G-i JS.iI .J, ?A ,. r'i .i` �.>f.fi f'�i, ..,fi t13^� i./. 3;�i'.i i�...� ..it k,S.,, ,...�,1 t":i i.1. ..n€i.^'�'. ii4 IL ✓e,,•+,y \ Y^... [ �> t Right Tur€i lk i _fir? -,y ©© SCOTT & WHIT HEALTHCARE,.,,.. n . .,, t ; ,- �.• :: ' . -. I �;> �f, . E' o� z� '�-- s#rt<€rtE€re �Gj€tl# fE: �n ar~i€ev,e tlEu-�,..+��.>€i:ec1 ui�adw�. � yy o SUBDIVISION �°6 � � `� � \ R;�C:k I•'i�€rl� - �e�+ \ \ Y Q�.Y ` � ..F- 'x~ r . � � ~,� - .�• . x qc Ri y;�r'. 'Sr. Fpar,?' a ``\ J !b Ct.� I - - i.t.....;...1 „.. fit, .J, Lane c)i °o o °9 q O.R.B.C.T. \ at I,t�, f .w Axe, Fr l� I i \ l y;Resy�o f yo PUBLIC ACCESS EASEMENT \ I �,�i �' U I bF �T` s"r l VOL. PG. Rf t�,Pr=)f €. Qg o � .. O.R.B.C.T. H� \ 13 GI N a D63AWINGTITLE \ it I \ C. I E ROAD LOT 3 BLOCK 1 \ € €r<€It �3f"till N NOTES: ROCK P - I I �I SCOTT &WHITE HEALTHCARE \ ; it 1r t nr, LOT 1 BLOCK 7 1. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY PROPOSED ' I L • LOT 1 BLOCK 1 '~- SUBDIVISION �\ I`"-adival� .51~E II SCOTT & WHITE HEALTHCARE SCOTT &WHITE HEALTHCARE\ VOL. PG. ;.� .��`\ .. � � � SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR ti Y� SUBDIVISION \� drtai � t� t oc+ Praide SUBDIVISION SHALL ENSURE THAT CROSS SLOPES ARE NO _ `� O.R.B.C.T. ro ' y. �\ pG• VOL. PG. \VOL. GREATER THAN 2a% AND RUNNING SLOPES ARE NO / o >Ir 'I ttE, O.R.B.C.T. JACOBS PROJECT NUMBER' TDSHS PROJECT NUMBER `9r O.R.B.C.T.. GREATER THAN 5�. IF ANY DISCREPANCY ARISES, J CONTRACTOR SHALL CONTACT ENGINEER FOR / 304 \ / '`- SOLUTION, PRIOR TO CASTING CONCRETE. -� \ `\ �. \ '\ I DRAWING NUMBER 2. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS �. AT EACH LOCATION WHERE THE SIDEWALK J La1 � ( � \ � � �� INTERSECTS THE DRIVEWAYS. THE TRUNCATED 23 PUBLIC ACCESS EASEMENT ---� \ DOLES SHALL ®E THE FALL lIIfIDTFI OF THE SIDEWALK DRILL AND \ VOL PG. \ -- - ,� / / �_ �` ,� ` AND 2 FEET lid DEPTH. ACCESS EASEMENT _- _ O.R.B.C.T. � .\\ �\ � \ C' R 11 12 VOL. 7095 PG. 66- I PRINT DATE _ MAY 13, 2011 KC, , ,. .. ,.:f:R:. _ , .... 10 8 5 4 3 21 d-, SCOTT & WHITE MEMORIAL ., .. HOSPITAL SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS SCOTTII I E HOSPITAL COLLEGE STATION, - 0 25' 50' 100' SCALE: 1" = 50' � - - • •:Juld' ' _ Yi .J3ih' "r• Y'ziU b+m. `.- >s' TEXAS REGISTRATION #F-2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 Y MO ON MAYORA .� - 287 -- _-�- _._-- \ -2 ____ _ --' _`_ --- -- - -- _ ARGHtT CTS, NC. 84 ___._ -`7 ,_ .�._.... _..,._._ _.-.--- ---"." ----286.__.. _,,__.. _.._,.... ----^ = `_�,,- _...-- J---_` '".'_ _'..--..... ,.4 283 - �^ -286 _287 "� — — 282 — - 288 g �-- - r- - --'28 2gp 28 - t ' - - -- -- -- ✓ __- l` 283- ____ .— _____ �=-----�.. •�---� .J--• _,^.--- ..�.---�,.._-- ry � stye" _ f -- 287 (}g� '`_ E ROAD ,_ _ __- 285--- — _-HWY 6 OiTA ROAD _._ > ®►uulafi'sI OWNER: --� _ 286 ~ + ! • 294 — - - SAWCUT, REMOVE, & REPLACE t409' OF PAVEMENT = —= 28 SAWCUT, REMOVE, & REPLACE ±421 - OF PAVEMENT __ _ — — b ore you dig. SCOTT:& WHITE MEMORIAL 484-238-8982 m m -• N 285 -u cn 0 b� �? Ala� 29�_ 0 o p i`b 2s� - _. �.�, I � / 2400 S. 31ST STREET t U . _. R=._` 00 4+Q9 —z 2 z 293 2 00 ------------ F ¢ ONTRACTOR TO _ F PROP .---' + \ \ \ —" 18WL c i �= �---'MAINTAIN EXISTINGW iQ- _ Q �" + a - PROPERTY LINE ONTRACTOR TO � � v — CROSS SLOPE --- ( -Q: 18 co PROPP_�' •-LANE MAINTAIN EXISTIN co v yo\\ N__� 1 2ww __:_._ � 4�W - n.— izww a �12w�.- —1 2ww — � 2ww— 1 zww 0 � 24 ULVER PIPE � / � �, \ �, w \�� --- 285— -- --- — 0- F—282.97 \ 4, w CROSS SLOPE ,� J \\ LVERT PIP 4'sCULVERT PIPE I I _ PROPERTY Nam'-�_ 24 CULVERT PIP \ \ FL 5 -- ---- —= — -� ----- _1 �-- -- -- FL=282.5� �,� I -�./' / FL—�88.79 \ cp DRIVEWAY #2 B m TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 512-314-3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 F AUSTIN, TEXAS 78746 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010-3300 ti C MENT STABILIZED B E / \ �' RIVEWAY1 LQT 1 BLOCK 4 \ 2.5' DEEP AND 10' EACH � - I I _ COVE IS DEQUATE N0 CEMENT h'n 1 - \ O LOT�`1� BLOCK 3 STABILIZED B SE NEEDED ...WAY FROM TXDOT .PIPE _ .� LOT 1 BLOCK 3 \ PERMIT #1 PER6T #2 � I , ` \ j - 1 950 LF SOUTH OF ROC PRAIRIE \ \ 1,00 LF SOUTH�9 ROCK PRAIRIE \ ` \\ issut=_D FOR RevlstoN DATE f ! i 38' B' B AND 24" X 3' PROPOSED ,CP WITH SETS `� \ i 48 B--B AND �9- X78 INSTALLED�RCP WITH SETS -°^� I N \ � 300 DEC LANE AND 4 ISED ISLANLL- I \ \ 300 DECE LANE AND 4 F�AISED ISLAND 00 295 m M n ao � cap cq co on + II II t 290 II n u 0.21 285 i z z —�25 z z m � 280 R F' w w wo wo Z o 0 So t- w 0� co w E to z O to w Q. m a z 275. to o oo r� to c+o a O as N--_' n r m aid r�—i�; .t• o a� } N -I. z C9 + V .t t9 { -h in C9 0 0 m ca< ov m—�- c� et ©� II m cv� m«— m U C.) d QR d c0 if) C� to O (o N (o N to to (o to t7 0 co d 00 00 c'7 00 N 00 N w M 00 I� 0o M co 17 03 to co t7 00 ct 00 d 00 WN N N N N N N N N N N N N N 3+00 3+50 4+00 8 4+50 5+00 JVV 295 290 285 280 275 300 + cq ,I tt 00 w 295 II it 290 L m at W t] 0 0 0 Ix 0 285 R _ w w w o w w 43 a o 00 oz ©I= to (D co E co 0 rr t5 U a 280 (L " 3 00 m mC� r co mto-�rnc9� 0 -G3 m �N c�N m ' oN C)CN N -+- N f + Q.m Iri C.) N ®+ In o Q m m Y� p0 � Q mm nc�p)— II to tr m Li m _j U J U to co (n (O cc lo c (o O O O 6� O O O M O d d to (n co d CO (n O rn a; of r co m 0) 0)w 0) 0) 0)0) 0) x ry N N N N N N N N N N N N N N N N w 3+50 4+00 4+50 5+00 4 JV:J 300 295 2 OF ,,r �®� •• �r its I ....:..........................� JOEL R BOCK / KEY PLAN: o NOTES: 1. ALL DIMENSIONS ARE TO EA CE OF CURB (FOC) € r UNLESS OTHERWISE NOTED. 285 2. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER THAN 2% AND RUNNING SLOPE ARE NO GREATER THAN 5%. IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR DRAWING TITLE SOLUTION. PLAN & PRO FILE 280 i 3. CONTRACTQR TO INSTALL TRUNCATED DOME PAVERS AT EACH LOCATION WHERE THE SIDEWALK DECELERATION LANES ES INTERSECTS THE DRIVEWAYS. THE TRUNCATED DOMES SHALL BE THE FULL WIDTH OF THE SIDEWALK AND 2 FEET IN DEPTH. JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER P8W96852 11161 „ 5+50 PRINT DATE _ MAY 13, 2011 AQ OU . . . . . Q.. . 9 . . . . * . � I .. . . . ., .: .I. . . ...I..I 1. ...��II1. ... .I II... . ..I.. .I. . ... .. ... ... ,�.. . I.. ... II. .- . ... I. .... .... . . . . .I...I. � . .. .�I ... . . ... ..: . .. I. II... � I��II . .� .. . ..�..�I. ..��.. ..- . . I.., . . � . � . ... . ... ...I.I.I .. " .. I . . I I .. .. .I. . � . ... ..1.. ..,.. ..... ..... . . .. . I I .....�I.. ..I . .I.I. . . . . .. I. ...I�....I.. ..1...I ... .�. I 1. ..I. . .I ... ... .�.....�. �...... . .. . , .. : �..I ... . . .... �II ...1 ... . I . �I� .. .. ......�.I .. I . II- I ��I.�...�� ...� . ...�.. .... . ...- .. . . .. ...... 1. ..... . .. . .. . . ..�I. . .� . .' I. . .I�.. �.. I...1..1... . .. .. ... . ....- .... ... I'. . � . . ....� ...I.. .i . � .I. ....... .-. . ..�. . .�. . ... ..� . 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(� pol 15' UBU RIGHT -Of -WAY „ U 1u -WAY, - , / 4f 1_I .1.\.� .\ .I� I. . __ / •' +o Vpa✓ \ r �. 179, PG. 50 0.47 A 4� -- 803.54 " 4 - w • %%i C. R B,C.T. CSTY Cr COLLEGE 5y�T10N, TEXAS ` t r _•-• ._ _= _ \ - !� o `�s - O.P. . tr 20 PUBLIC UTILITY PASE6lENT \ ,-- �" _ --= . - /• VOL 950b, PG. 2 • D 0.47.At`�' `a. ....,-.:.,. "j'/..""„". ,•.-,,,,� 586 0 " �_.,-----•..'"" c ,..._..,, GUARD ' / O,P.R.9,C.T. � '' at CITY OF CO��L0..4 STARON, TEXAS �p��a - C` W 1iiiB �. G � t �, \ t 10C 0 20'. PUBU2 UIiLITY EASEMENT 4V \ %/ F! / G / GROUND . / J `I.,----76L. 9506, PG. 207 `1,q,� ' 6Q � // z0 JC Oil TY EASEMENT' / ;� Ll�i(I�LENE . 6I2 31 f j e e 0•P.R•B.C,T �,6 G��}�' 0 1� i0179. PQ. 50 In . / . \ (- ! LOT -BLOCK ITEM 10; � QG;,, / ,' O.P.R B,QT, / �' . Q 4.216 "� fT� I \ r i t, 4y' 1. //�� / AN0OHE0 W C, --� ' . a / TY oLLEGE STATt�t,. TEXAS 4• PER . s r`- / 0 P UC U71UlY E EMENT. Z D e . • ' t3 }�`O��'�yti¢m \ / �� .,.,. - .1 f '`--.�dETER & BRE't�}(ER 7L •"•'� ! r .. ON NG PD_ ° p (. } r -. OL &821, PG. 7 . "__102 ,. I ;1J , / !� / . 3 - BOSS.., 15' VO UC RIG T-Of WAY i ^• 20' PUBtIC i1UTY EASE�f£NT VOL 101 9, P0. b \ o,P.R.B.C.L' ar , .`L 10179, FQ. 60 H66'2705"W aq j OWNER-SCOTT & WNTTE ., / \ \ Oar ' I O.P.R. T. O.P.RB.T. Ott 39,94' • a e \ - J/ J C� Q i )}p p r / �._. I .. .-1J.J� .�\_\le-. r.1.1 1.11�1�. ,. 'P"_;?. �.'.. I . -.I._-. ,. I i e . \ �� \ \ ray ��¢ _ �- �� `\ LOT 2-BLOCK % I ,n '� : \ \. \ I1'T1s� �ii 9� ,° c ti° as �?� .ZONING " PL�></ �. a cic9i \ e ,�_1 -/_ "I k ..\ II�I""e �."I I_ ..- : . =�iftN \\--._,--z1\\-,._- _1. r%�I __ —*II- 6 \!s_ C_\.I-_. ,._I\1. � 0-.1 1_I. . ..� -\—_.. 4_�.__1.- �\ .1/ .� l_ . p'.,.�I l " . -.-rIo..-.4* 1�,._.�.*. ... _.f? � t. f _ LOT i-BLOCK e i 4- b , � �� ; . OWNER-SCOTT & WHITE I �... / N 4\ DV / , ROCK PRAIRIE MARKETPLACE �--- / ,^.^..•.�..1DO•-�-• — ' 'C N '� . / , • ♦ -'--1 / LOT 1 ./ } Y / $°� 4� ��' ` r r'\` ` z ZONING -C� ,/ /- 81 C 2 I �� ,f A�/. 4 F - N �' -� q e \\ i 3C do 1YNITE HEAL7HCATt / i'�r oar Z Gti l \ �t \ • / � SUBDIVISION - / DELTA-99307 F %t' .� y sr \ - IOWNER-SCAMA WO voL 1Qns. PQ. 60 / Rr565.GQ' /i • /�-- 4 �\ \ I, e LOT 3-BLOCK 1 •\ _ - '� 1 jJ( /% ..._...-......._...-.... ...... -. \ \ / I L..90.91' / / / L , / .� .. �`ri\' . } ��. �. \ a \ e / / \a / / _ _ ,�7/ / // / SLOT 2 . /4'�Oa 4 4 \_ I 23' PUSUO ACCESS-,EASEMwT- .\ N sw. \ cBANoaros'2s" TN -PDD g % �Q % , �/ / /� �`° BLOCf4 1 f gh VOL 10i79, PG. \ e \�] 1 / p �^�LEGE ND y ' � e YA' HEAL CARE• O,P.R,S.C.T. . OWNER-SCOTT & WHI l E h f �. f .r 1 % - \ / r+ /� / bry / SUBDI115 ON `_ _ _ �2 e 1 !f VOL 10179. PG. 50 p' / e 1-�_ e sr . , / 73'58` // . r a LCT�3 �' . 4a Iv / e I. / 2p . e l -•- PROPERTY BOUNDARY / / /`si f '� \ Bla t �� r4 rS cK \ / D / �•'t yh I SCOTT & WAITE H LmCAFtE e ,-/ .. k..k• H k ti SUBDIVISIONS ` _ _ ° ( \ �' ___11 . Hoy , / / W 46D 7 • . ' .$ p VOL 10170. PG, 5 `r ` ,_.y � e o, `� j j EASEMENT OR SETBACK . �.� s /./ -- t ..,, f \ ` \ 1 { DRAINAGE 2gg/ % / / '- a 1' pq. e e ACCESSIBLE ROUTE ��, \, .. / / " ,, / VOL�45EPD 85 // / "' -_ , \. \. \ . '\ e' CURB AND GUTTER ..:�'L. / " t,0" ^ DR1L! SITE AND A \ i . / q4 / -- 1 ACCES9 EASEMENT .: ?• \\\ \ : '{ ,\ \ /,.-,•„T ` ...-..� / / / �"'•-• ' -' yr� VOL 7095. PG. 66 � � � ` � \ `' . MONOLITHIC CURB / ` \<, �, / ,° -f' o.P.R.B.c.T / "� \ \ \ \ \ yo ( \jl 1� / ACCESSIBLE RAMP 1 a \ 's ��' i ( \ e N . • . �\ I BOLLARD �/ __, -` o c / 2 / '? \ 14 oo c . . 1 a y� %4SI r / e o, v RETAINING WALL ti° I r / A., � 1r a. cif I wu / $ 1 % \ _- n j s� STORM SEWER MANHOLE 4�, / \� f \ i so�r [7��Gj Ur .. - j 1 \ ----- —tvv+ —WASTEWATER LINE / : - -- a• °e / , / J 4 \\ \ , \ j T" t,•3 ,� -- ``kg 1 ` \ % . cn \4 PROPOSED WASTEWATER MANHOLE I .1 \ � / F"" \• \ N W o Wn , ...J Q EXISTING WASTEWATER MANHOLE j - _. 1 / { .. OHU EXISTING OVERHEAD UTILITY / > t 42 -- e \ \ f — / ; 50 _ a -- e _ l . / ,, - .-•-� / •'o� ,5 I e i Q 10' P.U,E I. -V. . ---:- EXISTING UTILITY POLE . ' " _ e c£ss . ,/ .� \, 634 s _ p \ _, L co, • . / C, 2 8 ISOLATION VALVES -0 - \� .F1. WATER CLEAN OUT , - I --~---_ _ I _ _ ._ \ \' < ° \ . -� FIRE HYDRANT . / t 1 1 9 / FIRE .DEPARTMENT �m� -_ --- -Z:::• Do / / e - 4 c °' --- --- _ ROAI WATER VALVE . . �/ / . F1RE HYDRANT I / CONNECTION \ . : :_.� .-- ---_ m • . . . f� \ I \ � • \ WATER METER 1::. / J• o ' e i wl e f/ / FIRE HYDRANT / s �' \ WATER LINE°o� -t o `� I3 / \ a\ . �P Q / / \ \ \ ''• I 10' P.U.£. 14 .PUB . . WL FIRE HYDRANT ASSEMBLY / + � e� s \ 61 . . f ACCESS LIQ . 4a '•,0° // / / +\ ` e / \ "`� / \ \ �\ _ _ ✓ .m VOL EASEMENT . , . e } \ — ' \ ...--. ..-•. j! f0179. PG, 50 OT TRANSFORMER �� , \ < \ 1 \ �tr / \ s. ;, ___,.- � � t / , \ \ / 6, AF A , � 3%4 sI `. yF \ "/ �\ . •.,-- --- ._..•- EXISTING CONTOUR o ti a e. - - \ ,. \ . t3' •S. / / y1P �, 'y kdi� G• T"IRO. LINE tr \ I r . . ..-•••---- 830-�----' PRL?PQSEt} C0NT0UR a� .�'��.c�� 9��,� ` / \ tr , �y �, do / G g 4 S e o �o e �, , \ ,fit o�3, o / �J f a �,�1 y �, „ / / \ . DELTA=33OS'ba- U13� � STORM DRAIN JUNCTION BOX ,fig` , �' e° any 0-670, D / 47 f,• - ^s r \ a / / ' / \ ' �r Lr329.: { - . DRAINAGE INLET .. 4a ,�. ,� 1 _\ \ �,1 e ... Q ��,a� a IRE HYDRANT � � �, , 0 2Y .1 2A.71 U 4 � /� a . �` / / 406 sf � � � a 13IO SP _ �o �C: L . . a ! �. m CURB INLET �// "4�' \ . ,� a' - .. Cl �-, c STORM SEWER LINE // / e \ / ^ --i37 /. �' \ / / \ \ .. / .,,,, `vo�� ' . / 1 8,7 I r ' / \ \ n m � U — ,_.. -- FIRE LANE MARKINGS // % l \ '\ \'\ ,/ �, \ Y\ "spq • / . `� aPY v fiff HYDRANT / / \ e / _ °, . / ` { . . CAN / \ -.. \ d < ,► S o° lot• --- \ . .. 2 / d / { _ t \ \ • Is'.. e 1 / 319 •� ,�:� . - / �� p9,q 7 s 1 �/ -� ,� LCiT -BLOCK 6 - ExrSTING TRITE �'� , / a t e \ \ / \ .� \ . . .. / QG s \ �\r A / .. a' 2 ' a `a,786 sf / DELTA= 45- ZONING PDD > CROSSWALK , �a+ e ��, \ p / R�* oQ' . Ova / \ \ �I+ -1 i L-1 OWNER SCOTT &WHITE 0• a ALVI / . _ / V r / 'S VEGETATED DRIVE - Q / \ �. J �� \ ` \ \ , �B-N43%F4 E \\ . .. .R , r . . d Ej S \ ( �, . \\ \ - . . a , \ — aT 1 BLoat� VEGEJ AI LU UNIVE 1 ° \ . . 2 rCw- 9y�,' \ f 4 \ 7.12 AC \ \\ y i �o �G \ =T, y 9 5C01T SUITE HEN THCARE } l�i I�ITAL �� 1' ° 'R1 FOR GENERAL. NOTES: . .. 1 os'�F� �� \ / y VOL 10179, FC. 5O \ . . . .. ��a / LOT -BLOCK IoN® �N . 1. • A -PERMIT' IS REQUIRED. FOR CONSTRUCTION -WITHIN THE RIGHT--OF-WAY. ¢ ��n \ \ � -, � � \ ' , , . \ / I. ` �, �• `� • , ` \ / / � � coMMON AREA ' ' 1�`g Q, ` , ZONING - PDD ! . TT do iitilTE H , Sit • h 2. ADEQUATE BARRIERS BETWEEN ALL VEHICULAR USE AREAS AND ADJACENT 36 `— \ SUBDIVl51 FEB 022012 . j �G� FIRE HYDRANT r ( OWNER SCOTT & WHITE / 1 � m _ LANDSCAPE AREAS, SUCH AS A 6" CONCRETE CURB. ARE REQUIRED. \� \ REFERENCE GENERAL NO SHEETS 0 s ap�a�► �`� / COLL� TEs F R ITE PLAN NOTES.. �e drA p \ t \ / e FIRE HYDRANT \ N G I N E R I N G 4.' ALL DIMENSIONS ARE TO FCE OF CURB UNLESS .OTHERWISE NOTED. } \ / • e FIRE DEPARTMENT 'b b \ \ %� FIRE f1YDRANT . \\ . 5. CONTRACTOR SHALL. FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING , \?\( / \s Q Sf CONNECTION . caNCRErE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER y / �,• / '` / 25.79 ACRES .. THAN 29 AND RUNNING SLOPES ARE NO GREATER THAN 5X. IF ANY DISCREPANCY ' �, � fit, \ , � \ .. t o „ . . , ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION, PRIOR TO CASTING \ 1,_`3_° \ FIRE. LINE / �� ZONING - A-P . CONCRETE. ` 1 ;P is 0 \ \ r \ { / / 3 ` _ _ r . \ \ Qom. e \ • ,// �•."• .'� t . \ / ,• l } F\°- OWNER BRIAN PERRY S. COMRACTOR TO INSTALL TRUNCATED DOME PAVERS AT EACH LOCATION WHERE THE �� '- \ ,ti \ /°,x / .,� SIDEWALK INTERSECTS THE DRIVEWAYS OR PUBLIC RIGHT-OF-WAYS PER DETAIL e • �,� ` \ / � / .. ' ' PROVIDED. o LOT_1.. \ TRANSFORMER ti,,:.. �i $ j / �, / .- .e �, LOT 1-BLOCK 3 \ /\/ �9 \ ?� / 'I,�I,AIN II°tN�A`T1N.. . 7. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND APPURTENANCES AS \ ,, \ �' ! j\ „ CAtlED OUT ON THE APPROVED SITE PLAN. \ EMERGENCY ,� `.� �, ZONING PDD \ / , NO ' PORTION • OF THIS TRACT' IS ENCROACHED BY GENERATOR / _ . ;, LOT 1-BLOCK ANY SPECIAL FLOOD HAZARD AREAS INUNDATED BY 8. MINIMUM VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS SHALL BE RSCOTT fit. WHITE o �� \ \ CUP • $� -- -- / \\`�- : THE-100 YEAR FLOODPL�tIN, AS INDICATED BY THE Z 0 1 �• -O . y � �� .� � =c� � ,� ONTNG �' PDD r 4' Vic^ 20$ o o �` �^ A D U.S.' FEDERAL' EMERGENCY 'MANAGEMENT AGENCY . .. 9. PEDESTRIAN WALKWAYS WITHIN PARKING LOT AREAS SHALL BE CLEARLY DESIGNATED � 7 � . '-w q \ � 10 \ Y_ ,\ � � . BOUNDARY MAP FLOOD INSURANCE RATE, MAP . USING STAMPED DYED CO CRETE PATTERN WITH G COLOR PER SITE `\ q \ _ OWN TT WHITE t I N AN INTE RAL . \ � $ ��R� \ � N '> °� •. • • • / COMMUNITY PANEL N0. 48041CO201D, EFFECTIVE .CONSTRUCTION DETAIL, �` �-� n \ .�. - '--'`.� . / �� FEBRUARY 9 2000 'FOR BRAZOS COUNTY, . \ k . �` -. DATE ' e . 10. .SCOTT AND WHITE HEALTHCARE SUBDMSION PLAT' LIES WITHIN THE HARLEY WATER ` _ .. ° - '� e� IMPACT FEE AREA. \ \ FIRE HYDRANT N ter- 1--10 ISOLATION VALVE � �,, ----" - • 8 `� .,m, 11. ALL ROOF' AND GROUND -MOUNTED MECHANICAL.- EQUIPMENT SHALL BE SCREENED \�e �,"I. FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM. ANY PUBLIC .: \\ 1� �, 2 / . W _ . 9 , . ' RIGHT' -OF WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, \ �' _ - - - •" 1. . MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE \ `-- °,- . COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED \ 1 . TEXAS. . OWING IINI�'�?I" RATION: THE PDD ZONING FOR THE SITE WAS APPROVED' ' UNDER 'ORDINANCE #2010-3300. . APPEARANCE. \ L .... 20 P..S_ I 90 ly : \ q, SWI I�CHGEARS ACCE 179, PQ 50 WASTE'4'YA'ICER DEMANDS BUILDING DATA 12. EXTERIOR BUILDING AND SITE UGHTING WILL MEET' THE STANDARDS OF SECTION 7.10 T maffi s�tr \ ° aG,, QJg�c voL 0.R.B.c.T• who � I .. . . I .1 . .. . . \e .. e ,� . u OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT s' \ _PM1&f �. � p• ° / `'� � ``� .. GPM PROPOSID GROSS 1 S' ,v - :. DRIVE FUBu . � _ •-- -` 2 \ • 9 SQUARE HeI hf Sprinkled PROJECT' BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT �I t I� ... \\ ��' �� °�, � Q.v GJ• � VEGETATED MECHANICAL za' P,u.I Y g � . rg Type p LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTER IN SUCH A MANNER THAT THE i I rl \ ` r o%_� I a"- AccEss EASEME Si �Q m o I1TA h7[i1L1x 330: USE *• \ may EQUIPMENT VOL 10R1789, Fr r1 ^off . Q� " FOOTAGE . PROJECTED CONE OF LIGHT DOES, NOT. CROSS ANY PROPERTY LINE. . inside Of Site, \ \ /� --I -- -, - ••-_.."' • --- i�� / ' ' &,,. � Hospital 367,664 s £ 96' IA Yes %e. 13. ALL FIRE SUPPRESSION LINES SiIALL HAVE A LOCKABtE UD ON THE CITY'S �; €.....' s �'/ --- - "'' w �°m �`• , ___-- t; r., � / � --' -- . a e Clinic ' TSO (300 s € G4' IIA Yes SSOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM: SUPPLY THE a - . '-� . �� . EQUIVALENT' PROTECTION AS THE AMPRO USA, LL562 LOCKING LID. ALTERNATE `, �' \ \ / \ . `� _�° .. - . • I . \ / `� / PA]RTTIeIG DA,TE1 LOCKABLE LIDS SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES DIRECTOR �, / .�'� 288 '`� / . OR HIS DESIGNEE. e e e '� �' '\ / h . . \\ /6 `� / a� PARING iJ I SPACES SPACE'S . A / - z - � ,. 1. 4 SE . � RATIO 14. BUILDING PLOT 15 LOT 1- BLOCK 1 OF THE SCOTT & WHITE HEALTHCARE / ` - 2 '. .� ME UMED PROVIDED . % \, : �� . e ._ _. �' LOT 1-BLOCK / / ' �,, suBnn�ISIaN. �\ • ` . �' 6T.48 ACRES Standard Hospital 143Beds 2IBED - 286 525. ee e e .. 28 'ZONING - PDD . , Q. \ \ •>, OWNER-SCOTT & iNHTTE NG -•A-0 Standard Clinic 50,000 .8.20o ftz Boa 624 \&� ZONT `a _. _-.n� OWNER-M,D WHEELER i.'f"Q. Accesszbie - - - 12 �6 Lg f \ - �t �° \ sic / / a spa 4�°�i °� 1f . . . .\\\\ \ \` >' / TOTAL: 898 1,205 . y nA G,4}. .. p WATERDEMANDS GPM MUM 520 MNIMUM 390 AVEt M 1 - 455 . ' I« .. E SCOTT & WHITE MEMORIAL HOSPITAL -1 @ � " � ' ' SCOTT,.SHERWOOD AND x, � BRINDLEY FOUNDATIONS TT IT • IT"AL.. T T , T � � ~ 1. �. , °., ,' sky 'ry..G'PwX t w. ;6_I� t.�. v1 x TEXAS•REGISTRA►TION #F-2966 2705 BBE Gr'iVE Rt3A1�►, SUITE 300 AUSTIN, TEXAS 78746 . MOON • MAY0IiAS - • . 1,,;; ARCHI7I=GT$, INC. .1N OWNER: .. 9( TT & WHITE MEMORIAL . 484 238.8982 ... . I. 2400 S. 31ST STREET' . . . TEMPLE, TEXAS 76508 . ENGINEER: .. . . ' . JOEL R: DOCK, P.E. 098441 ..� 112-314.3100 .' , . . JACOBS ENGINEERING . 270513EE CAVE ROAD, SUITE 30D AUSTIN, TEXAS 78740 . . . • ARCHITECT: . BOB A. LUNDEEN , AIA . .. . 817-735 7026 • JACOBS ENGINEIRINQ .'. 777 MAIN STREET . FORT WORTH, TEXAS 76102 . SCOTT & WHITE SITE - 37.'12,CRIES ZONING - PDD - ORDINANCE 42010.3300 LEGAL DESCRIPTION: • . LOT' 1 BLOC:K 1 SCOTT & WHITE HEALTHCARE SUBDIVISION ' ' SUBMITTAL DATE: . . ..." JUNE 13, 2011 . ISSUED FOR • ... REVISION DATE GI^NERAr. R7~1►IS[ONS TO CLINIC '! ti111812Q1x .. I... ' 1:. . ..W.. .�. . . ' • 0 60, 100, . 200, : I. ... . SCALE:1 -100 . . . ��,�'1 441 N . . . �, ..O1....... . . *. ".R N..II .. . ,. .� •. .. ......................... •... 2 . .IOEL. R• BOCK rd .. �.... I..... v .. r:� . ... ed - '--' -4,p• II ...M..� . ....w. _ KEY PLAN: . 9. V EE ... .: FEB 0 2 2011, ... . . .. (;Q1..1, r_uImo» o Ii-it iO14 1 ' . DEVELOPMENT SERVICES .. . PLAT FILED: .' DRAWING TITi B ' . .. . OVERALL SITE PLAN JACOBS PROJECT NUMBER TD , .. ._5HS PROJECT NUMi36R F8W96852 ' 'I I469 DRAWING NUMBER . • ° . . .*"& S .A ..I . . 1-0 PRINT DATE ' . . . January i 8, 2012 . . . . . .. . . .. I . � � I. I . .. . . 1. 0 . I' ; . . I. 9. . . . ., . . . . . . . 7.. . I I .I . . � � .� V .'I ., . 1. . � -3 ' I -I o � �g �i, 55 �� `"jai � � ,- �5 � !,::, . . : - . � " � . . . .1.I. .,: . I .. . . .. . . :. I .. i' h3 -. ... .1..; . . I . . . . . ..� . . . I . �,� ¢yy, 5: 1 >6 �Y:S. g 5S 3 l.• �^� x 3'�.v^ b "k':' I '. ."' ,.. - - .. l.. .. "" E>"'.pest: -.. . . Ii I . I'll __ - I I I I � I I � I ,'__ ,-,. ", 10 9 8 7 � 6 _�", 5 4 3 2 1 , �, � I I 1,800018608"N_ I I 11 �. � I I . � I � I . 1. 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" ___ ---...— ___O_ 1_______,__., I I I I viim_ k" '_�,-�) li SCOTT&WHiTEMEMORfAL __; _,�_ — " �:._ —.,--.-- . , `�_�? _�_— I I': 11 V . gm;,.�: — i� �,�,, � � __ t--*a ,R�i� " g � I` ,,, "I .___ I � , . . ml i.�. � I , 1, 1� '' , . 11 h --E I - 11-1. iz�11, HOSPITAL I ,��_ _. -1 -,!-m. - 1, I I 11 11 - — !;, *' I �� I -------------__ . � El � ______ _,________. m- .... - --- --- ___ I _._- L ------, m ,---, ____ 1. I i:_3____1__,____,___.,_,1 I �_ R-W 111 ,- - . . __ =� -,---, . ,- ' - SCOTT, SHERWOOD AND , ` - - . " , ,.I-,------ 1 . ___________________1__,1:��1 I I I ___ - --- 11 __� .. _____ "I � ,rl � — �_ - 1� .--.-.-.-.,. �,Luu-=--4� - " Lk_,&�� 1 - '" I - _12�z:zz 11 — ---: 1, . *11 I .i § . ___� , .- - 3M,� I !!: ,,!,------- __:::7 11 - , a --,� -g�, I I BRINDLEY FOUNDATION - - r - * _� _�__�� ! I - -I` -==--z ' I-- W----rV_--_�-r-,T,rt___ . 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R-zi _______�_,___ _., -"--..,-,, 'r.�. ,W, e-,�,� .,�V�,� 1. " -, , ___ � ";...,.,�, "" ,,,K�.., . "I I I ... - - -7'+-(' ��"-' - -,--- -1-1.11. �, .- I 11 I , " 11 . ...... - _ : I, ...... �_ _-1-1111- 1.11__.._1_ ____,_,__1w_1.1_11___, - �.,�Ile__> 11-1: , � I i, �: " - __1 I . - ,��, ,I - -11, tft�_ �,\ I � � IN 'I'I'll �/ I .,V� le� , � � , , 11- - �v_" . . I ............ ",""I'll �� "I'll - .... .. I /I I - ___ - " : ,I" a. '' a - ....''.. 11 . . .... a.. , ._A_-L.L, -1 1.-iif� � . , ��, .. -1-1 _�__ — I _ 1:` - """" Ilz_ 111__ ., - � �41 ..m., _ - � � _.�, , " -�..I� f, ., 1.1.��, , ....... __ __. I __�� - ,� , �.� 1; , �,>,,��,,,, ,.�.�.� ,._�O.,._ � SWEED LIMIT" SIGN �. I [ I 1� - - - � " MIWWW:�� - : SCOTT & WHITEHOSPITAL --If" �� _' I ],I I HIM I-- �_,_� - 'W� _t" , �t'�, �i�iv�4- 10 , 11 1� - - - =:�:=�� e . . ;��e !1,,� :" 1, (30 mpi-0 I i 1% I - - I— �11__ __ — I - . 1-1 -_ -----. ,'%�- a, 111114�; � . �,-, I �:: , , ,wj, 1 1 ,�, 4;", ��r,,,;� , (Ill, "N'll, I ! � - _,� , .;*W�mm _____ — _�� , , _J - W fvr �_ �:_, �, = IiI I - , �,�_,_ d 1��_ � � " - 11 I _ — - I— : - - _11�1_ I __ - I �� ,__ _ " e'�, =C�;�'_..., r j -, ,- . , \ , � � � . I I J I- -, COLLEGE,STATION.. TX � ,�` � . 11 In �_,_ ____ __ I - 11�� ,� � '-, ". $ ., RZ I , ) I Ill I N11 I ) -- �,_ _1 — - I* I �, ,��,, I I I I '01 1: J* - 0. I ;�`, � i �� - - .- — - . � I 11 � , I, - - I � e" � ��, � 0 e--_-\,�- -,,-,, - � 11 j! � I ,,�,� � I . : . , , I '"SPEED LIMIT 0 SIGIN I I , , , I � 41. 1�1 _\'<�I'_ .111 111� . , �� 0�.� _�� ,, \ , �, -le - _e .0 ,4 F .1 il Utilizina the sam,e detai' as the I I I ,�__ I *#1 ; I -�' , I � I 1 03-1 ..� , V1 , f_ mAAmffWW.?,Wmm1"yN11 MI - , " 7 , . - I I �, , - I - ", �.� ��, . e 0 ,�., �, �,,. I � . # � , Ml 1, _ �` � W i � r " �� i ? I .", , , , , , - public Mads: Contr@ctor to install 30 MPH) - - ,,, o - 1_�/, ,-�, 7_;0 I I � 11 I I � i I � �.,,��, " ,�� , f . .1 ,._! oej 'e, rl� �1. W �*�, 1. I I _1 . 1,; :�-;�;� - %.. 1�� ( .1� m i . ` - . 1�11 " / \ I ! 11 I , ,I'. stop sign with addifloria: I � � I ' I D3-1 A _,&-�' 00 � , )ardv�are I , ; j . I --- I I 11� j for 2 stre-Ut si � ans for Rook Prairie , if I , f I I I _. I . I", I . , I i I I I , ; ( , 11 w �/ 0�,�,., i I I �j f , . I ,� ,,�--� \ .1 1 , � . I / - .. �� -1 � I �., 1� , _,�,� �ll I Ill if I k "I z: t . -11 .. �. j I j . f, trJ urmzmied road, to be nan _1X1__1 1��_-_� - I .11 W4-4 . I '! - I 111 I I j .1 - . I f, :� j ,_ \ t��,,, , I I ,!If :� ,,,� I e_� '1111 ".0V \ ,V,moo�� , I I I an ��Iq " e _� \ �. ll� I � ___ . ! ` j I / , , 1�1 , I later in coordination with ti"ie � 11 I . � 11 .... . � .Y�, I r-. ; � ' I je . TEXAS REGIST 10 . 6 ; - \ :, j . 0E S1 R� I P E' I lolt i . I I I -,�� - I -d the City. " WIDE DOUBLE SOUL) � . , �* � I "I 11 , ,ol� 4" Vil I A&, - < ,4 � " � - 4" In j ?, '. I'll 11 11 r I I ,i j ,Q 1;1� - I ( jr, m Ownc_r an .1 2706 IDEE CAVE ROADI SUITE 300 P j 1-.1 � � . . .. j . �, .1 S .1 I � ,,� I 'IF .� , I", I" �s , . , "4�1� I f ,,,,,I i , , I STRIF - I I I ( ..'�.�.., " \ � , � � ,N,,;- � ,�Alll . ON. I I ,, ji , I � I .11 I I j I ( f H 1 �1 I , , , X I ill . . , I AUSTIN, TEXAS 78740 �, � " � I j 1. .1 . - I , , I �)� � . I ,� �� , � � I . I I I i . . ` I . I, ...... _. \ ., I j 4" WIDE DOUBLE SSOUD � RR4 , : ilf I � � �. ��, W . � , i ilf I I I .� I I I I ..., 1 I , 1�11 : I . I .1 11 �N� I j I .., G **� - _11111-11 STRIPE i I il��, I 2'f�<3 I Provide Stonel,,,,rook Drive fy, i I . , I I 1�k I f qll j0p � N. � f I . � MOON - MAYCMAS G 4� � 1 4" W " D E_ SOLID ,STRIPE . , i I I \ I I street sign matching other 4" WIDE STRIPE il�:)( I - � . I . ,le DELINEATING BIKE LANE ' I 11 I I 111 I � � . I � I ,� fl,`g I I ' _CTS, INC, .. I I , I I � I 11 ,� . . . . . I I ARr,HITF I I \ .. 10 I III I � I I . I I ( side of the street. �� I 1 I., I \ ,� I I I fill I � j 1. I \ ry-'r I 1< 1. � �� ;i � I 1 11 � � i I i��_ '�11_1 \ - I I I i [.1 h"I.-.11, : I I I . 7 I 1. 11 �� I _1 \ . � � \ II . � � ki �, I I i I ! � I � ( I I I 0'..", I e \ C \ jslr ? � � I ; I I "SPEED LIMIT" SIGN ,� I 1,�ij I , �.11111� I 1'i � �,�'. 3N ,., ; ) .� i s I �,,,, 11 . J : I \ - � '1� j ,I , 1�. . \ I I-— -,.,:.- ____ I Al t;Cil . ji I I - ,j,l 1 , ; " i -is , I \ 20 MPH) . I , ,� ,�� \, I .1 J! . � '\ , (I � �,� '. � ; g ., I �* I s,�., '. ,_ 1 . . i . " I . . '. I �,�? . � I I I I `11, I 9f 4 , "':", 2. /I " i'i"�." , � I V I I'll. I . � Allk . '.1 R -I , I , "I Al. " IN I , , I : . 11�., 111.1"... ... � 'A,"," 1,'j; I . - ,---- _1_ I \ . " . I .\ I.P1 I j � � I . 11 1", '--,, I I I e �:f � . j j I I �,_ ,-,_ I , -------___ - I . `_ OWNER, \ "I � ( I " .1 �� ) \', I " . � 1;1 I , I I . � I I I :11 / - ., . I . ,11 _1� j I I . fl�'. � I I I. 1. - 1;1%114VI 1 1 I .. i , N � , - - I �$COTT WHITE MEMORIAL - *�w"mom""W"""W""j - � . .. I ? 8�CYCLE LANE ------, I 4 1 I I I �\ \ j I I I 10 � � I � . - _� \ , . _1 .,I I Ill "'. i � 484-238-8982 1 �. Per RFI 874 and attached R.1 _-) , , 11 � 1PAVE-MENT MARKINGS S i - , I .11 f �, I". � I \ I _�_ III � �, � 1� "'! 1ST STREET ", "I \ 11" / I I ...-. ! __/ I _�� ,: \ I , 2400S,3 . "I \ I I # , - """m I I It., 1. I I jil ,�'j, I I \ , exhibit, civil engineer approves I j � ," ) I . � TEMPLE, TEXAS 76503 � I I i I 11 I 11 . \ - \ 1�1. \ - I gill � 't I __ � I 1% � I( " ` �1 � .:; , ! , - ,�, - 1, � III: I I �,�, , 11 '� . 1k. I'll I" ___j 11 1�1 ;;; I I \ N / � '\ N .I � 11 I - — delineations for signage . ,� I I \ i ,Z��.,o I� . f " - " , I \ j ," .,-- --- I - ,, 1� , " � ��, 11 j . i " ��, , , "' , E14GINEER: , j \ responsibilities recommended \ �1 I � t-A ,� " - 'e 11" "Il "". "\ '� . � , "* N N ," .i� 1: I � , - .11 1, \ I :� �,N / ., �; .... �, ��" IK\ \ // '\, \ . I I f I I - . j6RT R' . fi cK, Px. #9844i , - ` tk_��N- �__...:�%, ".. , : ,/* � - _ I I �� ,� . ", I ,� ... ,�� ,� . ,� .. I \ by Kitchell, /l/.' 111 * ... tt t � "" \ I � ,:� , �'. , . I �j .�� I � \ 1."k . I -,�,_` I ��?,�zjj, 11 f , " C \ 4/'*41��,-A � �& , `, \ -.,, /�J ( I , H , � Al'. - "., � � , `� �, *111, 1, r, \ .... i 1 -314-3100 j e ". , ". I I 1* , I t 512 . - . � . , "' ^ I ,', . I \ � `x JACOOS ENGINEERING - I .1. .., " I � I - 11_11�� 11, '11, 11.1 ,:., ,� 2,,,,�',,� . / ; N � _0 I - . "�. ��41_ �', I , I I 11 .r, /",�'1'11111 �. � . , , ',.N , � I., , \ ' . , ,�'o `,v,,�,, 'k �, . . ' ' � . , NA j j / /,, I " ,I \ \.t'\ 11111 .1; ' JI I 1 , 270 BEE CAVE ROAD, SUME 300 � ,,, I I . N I I'll, � , IV , '? � \ I .1� k I �� 1,� ) Ill H I I F � I! �iP, �,',-, I " " f, ", I .�, �, \ -----: 11, I ,/1 � 11 _F_ , " ,� � . , \1 I X, I . "I, �, \ I .... . F \ I . \ � 11 11�1 j . I �$ " I L. * 1 , , ( . I.\ A� X> /15.1111� /' 11� I" I \.\ 11j \ I ,,, \ I .111 I I 1 AUSTIN, TEXAS 78746 � \ . 1� I V� "I /I ,,/1 . .1 . I 1. I ".. f � I I , 1, p" I", r I .11 lk,, \ I . \ " "N I 1� � �` I" I , . , 4" � 1\ 1�1 /�� \,Ik \ \ 11 !I, 11fl, I I - $7,64 ACRES , I � I, I I i", , ,�'. . : SCOTT &WHITE SITE r � 5 . "t , / / 1, I . " ".. , , � - \ . , ,��'i ,,�, I ,� , \ �11114.- 1 \ "-"\ % i 11 . I j I � 111, - P�,�, � I \ 1, 1�.js 1: . \ �Ij . � I � $ �k '. '1� 4e_,;-1V ,�,,, . ' .� \ \ t,,, � 1 , .]*. NIAL SUBMITTAL - JANUARY 1$, 2011 I '- . 1� I . 1� \ '.,,, i 11 , 'Q',,,,.,, I j� 1� ,d limit signs on Scott & Whit��-N �,-, ,/1' �_, , I ,I, I lf FOR - %*>S, , , \ .\ \ \ \ , -, S p em- t � ._ ., ,§ I/ ,_ I UPD - , . STRI " 1.11 � - 1,, , . " :, 11 I \ I I AT15 S1,10MITTAL - FEBRUARY 17,2011 4" WIDE SOLID S PE : _0 I � : ,�,�� m� , - S5�� - j ) , j I I r7'�� \ ,�,, � ,,,, - , ,oP I � � , V Diive and Medical Avenue shall be \ , IN 11; , _� , ,� , �111 I 1.jlf,� "' - \ \ I I RI-1 I I I � t Ir I � I 2720 j 11 DELINEATING 81K.E. LANE ,� I., "I . (11 I 11 I . . " " , - X I � a ., , '. � j \1 ... ... 1. 'e" ;�i� �� 11 I 133-1 _ \ ", � -, I , 1 25 rnph and Lakek,vay Drive sign \ ��Yl / , , �_ "I I _".:.,.e " :�e ��_ __.�'.,�. j ,,>-,, . . I , I ZONING � POD - ORDINANCE #2010-3300 // T.q, ." ., .. ............ ...... - .., -�.-,,-, "�\ I I S . - , . ., �� ,�..,t.', I I I i f .,� . -1. ..'�',., j , \ 1. . A. -I.- �, I I , ��.�... ,�? .::* \ .� �, . I , . I � '�,' i! I 1 '14 ,.�;, �0 .e. , ", ' `1111 _:�, " shall be 30 rnph. :e, \ I " � 'X, L-1 : . m ,/�. 1. \ ��X'l X: f . I -, \ ";*-"**t I I . - ',.e�`I: ��.j�-,d , .._. 7 - - - - .. - - - '�, 1� '�� 11 'I"', I I I I j. X I., ;1'.. � . . . ... . ... , I I., . "I - 1p��. ..I;., 411, I- " %`1 � I ", "...A.. � . .11", �, . " I I 11 - IN I_ # - .., - *�_..,:^ - I I " ��: , , z __1 "�', , I , IVA 4"Ivdo�r . ., i;�K / 1". " \ ;i", \ - � ��o '. ,;,i� 4 .... ,,,�,. .P /'� � I _ti - I "."I ,.. . ". , .e,,I� - __ . - ., 1, .:� ." .0 q --- A, \ - \ '... , ) I 11, - , . , RF i 4 ./ �', �, . , .1 - �. , �, ,,, / I �. 4� 7- ,.I'-..- .. I I ,. � I 1\ I I j� ,� - I , � , j ft "__-j WIDE SOLID 5IRRE 1111 I .,..-. :1�11 '. ',��. " .,/ : j PE �� ,� /I � \. � ��. ,-,- ,,, I "W . , 1�. ... � \ -,,..,.. 1 11 . ; _/ "", -, � ___'�---r 'AD . , �� I .�I� j. � I STRI �;" ,,� / , . Q �11 Type Wl-91- barricades at \ 4 1 - 11 0 , '. I jj -1,11 . ,�_ , 1� , . ,/ _;..'_ , ,/1 k \ , " . V'. j '.. , 11 .j , , ,". �� ELINEATING BIKE LANE � - .,- '. : j � J', �2) \ I the intersection of "dead end': - . j ,,�/, -wj� " '1$ ,�� ", N \ f, _�� . 7 ,1 -, - . - , ��, I I "I, - I I .� 1�61�1 , . ISSUEDFOR. AMMON DATE . , , I � 111. . >1111, / I I . __ — . I "I E ___ . I 11 " ,-------- 11, . . 4� .1 ---------- 1�� . 11-11.11 '.. / �_, .1��, *1 ', I ID __ 0 \ \1 __1 . - � i .% i ". "O IV * � - `fc � 14H111 I � z , , I , 11 j . � Provide block numbers as I . ]��O, .11V streets to be placed at a � � , .E "I 4"' WIDE STRJIPI� 1, .� ." . , ,: " I � I . . I �, \ � ___ . �__ __ . . . I I , identifled In attached I 1 /�o "e. -v , �/ ,,,,,---",I, I/ ,__11 minirnum of 20'-O" from 11, � . ,..n ,�,o . , " It I � . I I 1� I . I j" � I 1.� ,�;11 I'll I I I mqmu FORWESUBMITTAL I � 1 OV1412011 : , , I . \ I ,f,�,x . �. .,. I '. �,., I , 1<�` j I j \ I 11 . rjorresponidlence as basis of I . � � . 6f�o�:11 /' ( " :11 I 11. into rsections, Verify with City I Ill I I - I � � _._..___.1 � ',,� " .1.1--, - ��e. � , \ - f � I . I 031'Mi2all � I � .41. , � 4 �11.1� , -1, 'ff��_ t�, I -, KAGE 111�, . rli.,��'. '% It . /W , " ,� . I I .. /I `SPLEED, L14 SR, - , ,�� Inspector prior to installation. , I 11 I jj I the publio street signage, \ �� \,"', '�111 \ ___ I ---------------------- � .1 I TOWIS - FIRST PAC. I I I I ,V, , - . .�,. " ,/ ; ), 11 ,.'.., '1_11� It., � 11� \ ------' .1 ... ... I .... . ... . Mv�$ �" � )� S - - .. I , . - � �, , .. ."�,'� I I h I ? i SUBOMSION IMPROWWNT PLAN-UPIDATE 2 OXIV1011 � . , ... ,., :1 ef ./ , �, C , \ , . � � , .( . � . (2,0 mplf) , .., _____ I I ; - 112::-�." � " .., .1�1�/ / I 11 " � -%- 4" WIDE DOUBLL1 f I � j I . I It " j . 9'_'X��V�.. �:: ,� / R,1-1 j. 'I/ .1 , - , , _ \ . �1� � � I � I .......... - .... .. 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W,f � I . \ ,x"k, - 11�1 I ,_ , 11 11, \' . � , I !�NNNX 11 I , "Ilk" 11 \ "I 1� I 1�: I " `�',`, , . 1��,�. -11 \ \ \1 STRIPE V N ��M,�,�., �, �:1 I 1� ,1 : 4" WIDE �OLID STRlP,� _11z z C 5� \ , j I . � �`��X_ I,, - : '' . "..., IV. , \ " �\ I ,2111K * 11�v- , � I 1�w �1�lj 11 11 , ,� " 11�w vt�_\M\01_ - - P ,q - , \ � z I j BtKE LAt , , '1,1.1�-%��', 1, /I - I % , , f, ;.� "I APR , I !,i ,-,, ,� to ,f C %, "I 1, � ��, , � . DELINEATINO 4 E I ,�, , t ., ,, I - � . ��;ro "I , 'N! i". ",�: Isil, I . . I.. � �� ', " \ 11. �1' �,,� , , "I , , ,011 e? .. , ,,�.,, RFI \ , 15�',� 1 ", i, I - � ... jjj .I.-j-1 .... � .... I � � 1� I ,� I # j. I, t_4 �, 1�11� - . 11�1 "W." r * f . V-1 - �_ I . I 11 I j �` -,- �;` , ' * . -.. * & All PUblic roads shall receive (2) strect signs I, ,',',�, I . V I., I I , ""j, �, ,;��, 1, I �Idl' I ,,.-�:��,�:,z�, ,ell, � 131 , , . \1 �� .- .. C 91 L r- G t'-- I I * 11 ��",., .. ��. � I .-01 11 , 1', . - ,Sft`JRC)NJ 11+1-.1..1"I1 , . 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" � I 11r...Cl� 1.1_�, I � � "� �� I ._1 , 5 1 ,,�.', . j .. I ", , " ", \ "�`,`�.'v�� I � ",.._ .p� , , __... I j ,. 1. 01, A I , , ", " ,\ / r , I. .,�,, $� . =. � I I , , . z, 'I I . � /A , . . I � _�Z� , 1 , I 1, � � 71, , � 0 , 111'V� A. k I.. & \ ,.',,',",. For W1 3-1 sign, verify all I � r - � , I , N , ,.e e�,� N'�.V,IN .,.\ W � � - - - I � .,�,;; I � ;1 ,� -, " II!. " I `e?' , \ 11 11 I I � , , I Change street sion deta" to \ . , I I ,1 " I I OR / ,__�/ , �,;; . ,,�,�,"' X 3y�\� , I ., �% I �'. '71 11 � �� 4 I ..., . RAL, "' . ,� �,� % I , 1111"I � I � � -�, , I � I-- .lVa" D �_;_ I , ,,.�., � , - 1�1 �t - I/ N 4'* WIDE DOU . I , '� Z �%: I A)": 11 . AP, 1_�, I0 Z �%: - I, _� �� 'I , �, , � � �14 110� rr� s!spp -is with City 1Q." ,� -, ��".) I A., . 12" h(-.�flghl dimensmn cis \ ""', . �< \ , \ colom ,cificatiot A .,A?1� Z� �+K\j " - �n ",. : ... .. X ___ I �, 11� . . '�.z - , � /N, lx`I� . . . . .. � STRIPE , " /+ / -, , - � 11� .. ., � I I -pp .1 W/. / j , j .\ �\ ,,, ""W"*9 I � �_' -� sketch, � / �.6 ,,, . . .1 , \ ,� ?,.�,�,� ,,, - -i i� \111'k"11' I 11";�i`11111_ Ins _ctor prior to installation. / -� , � . I �_ - - " IV 11 I I �11 �� ". �� - j —_ �� j / .-+.,,;- - ,, - ------IT — I I I . k�., /,g�m . I , __ � I ,S . , , - , �, , , � �:�., -N � TC POS T . M, �. �. 1. , �%'.'%\ \ 11 �,� 1 , If 11, / . , KEY PLAN, �4 � I \ 'A �..., ... , 4" WIDE DOUSLE SOLID �. ,",I /, I �,,, 11 ., +11 . � ,I 11 I , I '�' - N I .: ,1 "�� ( \ � I i ...... i .. 1�1 1, 7 I �1. I .. STRIPE � , . 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'T.t ' : k- : : : I � if / I 11 \ I . ; � . 11 \ �, AN� -,, �� - 4�� .... - � ----^^, 0, � � ��, 1 , I t CONTRACTOR SHALL REFER TO THE TEMS f,1ANVAL ON I �.�"_� , I - �� i N I,,',S1, ,0 � __ .--- 11_��"__ x ",� , '1� I ..;;, e - - 4 , � - D 2 " 0, C) � fGA,LV, 5_�TEEL SIGN PO'ST , 11.11 �' � ,-----,Ij - I __ �__ , ___,� I----- - -----, '.;",.;; 11 D) FOR SIGN, �'r , �,�, I- 2 � - ()'� � __ _1______1fe_:111 , RI-1 . �'\ ; I'll , J , "I I.j,jl \ %1, IS, 'I, ! 1_`E1&'w �n-,, - � - - __ - - I 'r��I , Z 40,A , I ��, �,;�',', � I * - -- __Llk� � j I - z �-- -. 14 i � ,,,�, .. , j , - � � , N � 'O N � 11 � I , I - - ----__ / ;' ,.'�� i / ff � / /* UNIFORM TRAFFIC CONTROL DEVICES (TMUTC , I � . . % I __ ,,, ��--_--- -w-, " --_��Z_�,- � --- D3-1 , , \ I'll - ml'��,,, GAIVIG, ,�- Q'. " I �� -- ,;-- I / 11� I - .N.,k'\ I , - __ �_ - �� "I "A' jj I r, � r , ,� ,_ --- 2r__�Z_�� I-, I� '� I /� F JJH7,", t. . I 1� ", I "�_ - . -�'��,�-�- �� _--mr, �.�, -,-- 1._,;�'�,� I � . 11 AND MARKINO DIMENtSIONS AND cbLoks, I ,�' � 11� 11 � " ------______��---"�--�-'�z-��-. � ___ .-, �;;- / 7 . , I � '. \ "'��5,_��,__ � __� � , 11 ��%._-, 1 � __ _�, _ I � , -� ,,,, - - --- 1 I "I , � � �, -,---- --�---_ _____ Z�=_.__ -1 - �111 \ . - .. 11 . R11 -1 .� � S,� , I- � ` �_ _'� I . 2. SEE "ROAD S J FOR ADDn1 OINIAL STRIPING I "I ,�, i , 1, I . ,,�, :5 .,,�� +� __,_,_� � ,-=�Z- - _.,, ECTIONS" SHEE , , �, - ,-. �:. - .., -:L�_ "' , - �__ ---,- --, __� -� . ,/� I � �� 1��z - " e I., -',? I --�� :�' , Z.Ie_ . I 17- - `� - j, I - '. � 4 . I . , I \ S - . ,;,-, j ,_ : _� / INFORMATION. I. , , , , , :D3-1 , �"j, "" " 5��_ ---I-_ . I � 11 \ " -,-,� V�, I �,� �� - :-- - . ,.,� ,._,..�_, . ..-- - - - :,'��Z�.Z�,�_ ----'- 11. "+ , - I - �1 j I '1� . -, " �, ��-�-� , + , . �.. � ._.. _. , _�_�:_ , --- ,� ". , , �� X 6 - .- '�,+�:I , , � %, -F NAME IM . ---"�,.-P-�,--" �',�,�--., . � , �&, ,� .1,ft, � \ 1� �, ` �� . �� 4��'..*�.' -.,;'�-'�.:�j ,f"+ i,,,� I��,, , , � , . I � � j - 'IP , \ -l""', �, � , � .. \, I ",', ., I _ ,� . " . ,,,�,, - -_ z , � .. 11 ..1. I �� + I ST R EF S " . _,111", , - ,-- - \ � .- - , � / �'. 1 3�-E-4/ " I j � I ,,, " -,. I ,�O:,:: -1� - '� I., 11 _'. . , �j? 1 4, h , / PROVK'JE It I%, I I " �� . .,,�.,, ,-- -�,��- � , _ A , \ " "A \ "", ". ....... I— r 1,,,r�� - I- . x '..., ... . I ,_ - � .: ... �,-"j S, WrKmc. M5 A *Z& 41/ .. , ' (",, '%� � """I'll I I .. ,,- .. . .1, '.�� -,�,- '..; .11 . d"I", V11011., � . ' . ,, "', REFERENCE DOAil-, 1, 1?k " 1_�_ 11 I 1 "x, ZZ I- 3 A( ) hqvc , , �1 ,ECTION 11 I'll, . I � j. _' ,,,,� L, 900��gft,OA" .. _-, ..,,�,� �.�, I 'r I I / I(, C, q II, ;.. - , - _ , ': ., ..., �t " ? ; \ , �, - , . '. -:1, ... __ Ilk', �� , , � (" U.Elkl 4 j . ., I. F,� \ THS1 SHEEM - .. , ,, I . �,_" -*--.0-o"�0 1, _./ I.- '__1 mi� . L , , Ep \ . . � Ir � N11 I .. � . . .... I STRIFE I � '-, W.) I . 1. _11 - � 1. . _1_1-_11_.1.1_1- 1_1_1 I � - - I 11, W ..... 1., . - -�_-�_,Z� -- !;,`;�� I I � , , +"",-" ',� -11 ,', ,,� , " " ,_ �� I , " . DEUNWHNG BIKE LANE -11 . L ___ "'i, r%, . 1 �o, I j �,, �, " JW13 � _�__ .,,,� .- ', . . _ I �, '"r4"m"W"""" � L"". � j I - ", I I'll ") i , ) , 11�� "_�I.v ;'- ^�, " 6_=111 . ... ...... ..... .,-.\ ��,.// I I � , I',- . . . . . :: -41 0 , "-� , ,�i t:..1_1' 1� I ly , - I , , , .go, �f_,,.,., __11 / � ,,, 11 11 - , 1, 1 .4 I--,-,. .- _.- WDEE s(A.11 I CW1 -It. ,_ , �,s�,__, - ,,��- 1�_�., - � ... ............ ___,,.==�--�,, . . ,.:� -., 11 CUIRP, Ahll) 1,,z,,'UTTCR,, 4 ��,'�11� 11 \ - . � -- - 't � . _ ,.,,.,--,,,, � I - "" I "I 11-1. - 4", 11 1-1 - - - j - i� � SI)FRY ; DRAA1114G TITL9 L I ;P - . ," ,—Z _�� . � .. . I - I L, . I 11�1 N I , - IQ-,, ,,^*,-Z,, ,3�,� : V` . I", -I---- � D,3-1 , I ,,,� , _' L - ,_ ` _' - _� " � " Ivr fACh j , �.� 11 V .� ,� - ' '_ -Z'��+.L4 i i, -11 . _1 -la" � , ,� __Tj � -I' 11 ___1 - I Eu ,� ,� tn7 . # 1. , 11�1' " '. I , f . ...... "'�,�� -, , . 11 _S� � '�',.L e,.' I � I L I I � � �-Z-,,�, jj . I. _ ,. I \ ,�,4�,` " �- -,-�. ,. I _—) - _,� --__".,� . I " , I, I , . I / / I , � - I.- * ��_111==u - j-=-'j 75 . _� R6-1R .,� �� I. L I _ �,7M�__ -_ - , e4>. �, .", AIM�E M I . , ,,�� Ok ,,;,Z �77;1 - . J�_-"D I -,." IN, ex +,W' , ` �� , 11 I I ,_;�,�,_ j I I '.. . . S,L 11,," , ': ,,, , .,\ I, � LL 1,"� ,� .1, - ' 'ArFts` ., .Vl jj j � ,,", i �, ��-_ - ,;�.�"_"�," L j .111-. - I �. " , - ,4, .. , I - -�._,, L. .. - 11, j , , , 11 __.- , Z", , . .. I , .. ,__ ,,, I I I ' � , ( I j__. . - , "I', " I r� � . - 11 . , - - ��-t,,�, ` ,�", 1� . ___- Ij � / ?11 1�. -_ _'11. I ""I\ WHITE 11 j. I ,�, -" . �11 * -, _,�? , '( I I S ul " f�,"T114C 14ARDINARE'. TW : -.4'ARE. 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I j - I _j 11" ` -TREET "' LAME A 'E' ,-', ',"3, �- ,'M, B L Y D E T A I I \ � 11� , , , �' "SPE f . / D ,:) _ .,' I ,,j(_.)F SIGN/S � , , �,� �� I .11 .1 `�_, / __ -, -1-1-1-, .. ............... � ... � ....... \ I", ,� i�, I x �� - (30 MPH) and provide civ -, or / / I - , \ �, L ''I, L if engine- � * I � , *�' , , - , I I I I 1, I I I `� I 'I , - ,--:---- �T - I ,.--- - ____ ____ "I-- " I '111-11, I � r-,�, 11 I __�., I--,-" I I Flll'Ii�ll I` _f4, �_ _0E T-, I I I I I �. 4 �o , `� , , , ,., ' 'I \_ i / -7 -, 1. - ,\, \ " \ % \1 -- 1 vvith a, Wit conditions, .., 1\1 1 ,,�-,, '. I 1� �,, 1"�'.. 1. ( R2 I _� 4), " t / , I � � PRINT rik"M ", �. \ 'I, .. . , ) '. / / j j � APRIL 01, 2011 1. I. j I L I L L I L . j j �1X__>`_)1_1X1_1�1_'11_1 1. . j I 11 j � I j I . I I I L L j . M , �ftA*..W..ft".*q" I'll" I I , . . . I . - I 11 I - 11 11 I . I I 11 ... , j . 1 m §1 ...... 111.1 . 'L, ". ,. 7, 1 0 1A***1F*m0"_1*#0 11 111. .... I ... 1,11,11.1 , . , ,. I L . L LL -, -, - - - - , " NAMOM-00.0fto, i 0 1.066m�jo�jjLkftjj*��"Mjjjk WjtjjW Nftjg$j��OoMjWof,� - t��rw4o*"""" '�� - - - - - - I . L �,�. �, L ��'. I 011 . , I , . , �: ,�, t, , �,� : r". ,1 mj ,:� . � . . 1". , k,- � " j , - '� ,:1 I ,'�, "..; M r�`. 11 ", 'I, fIj � � . 11 : ._ , 1 . .1 �� , 'M W7� C,Y�FT ,,w;' I � ""M I ln�l CC-'! `7 1 () I q. 1 8' 1 7 6 A 5 4 3 111 RC I-: " , ' I . I V I i K C-7. � 0"111, 1 P '41, , " + 5 9 8 7 4 2 x X. . . . . . . . . . . . . EXISTING RAISED ISLAN x SCOTT & WHITE MEMORIAL x HOSPITAL ROCK PRAIRIE ROAO'�, SCOTT, SHERWOOD AND WASTEWATER MA . NHOLE 1_3 z� BRINDLEY FOUNDATIONS REF. SUBDIVISION PLANS 4 oP-14u<Fr -o iac 77 6' Pvc z SCOTT & WHITE HOSPITAL �, �q tT A sW27'Q -top EL�301.39' 7 A FL W RGCP=297�64' STATION, TX 0, Iot"fI, PC" FL 24" KP=2*97.19, _r_ RCP P-0-ox'T. "K oov COLLEGE 1WE-1 X 4" a"m 2" UNW10,�1N, 1 4" VIA -491V�.v S" WAS7EWATER UNE Bww 8WW *1' --- *"3" . `z (2 REF. SUBDIVISION PLANS TEXAS, REGISTRATION #F-2966 Z 2705 SEE CAVE ROAD, SUITE 300 0,47 AC CM 0� Clll;IEO�7 "�TA�l .105 AUSTIN, TEXAS 78746 AZ t, WASTEWATER MANHOL VOL �"5uc. F'm 7.07 10 REF. SUBDIVISION PLANS G 000INITMAYOR405. LEGEND R 4 eC_ra IN G EXISTING 18 EXISTING !STORJM, WATER LINE PROPOSEDSTORM HEADWALL . PROPERTY BOUNDARY CUY $TATICN, -IFOS DRAIN JUNCTION BOX Al OWNER; F."AUC UliuTy EAzlFlj.FNT SCOTT & WHITE MEMORIAL 484-238-8982 EASEMENT OR SETBACK 'J 0 Ry ONLY ACCESSIBLE ROUTE ., el 2400 S. 31ST STREET TEMPLE, TEXAS 76508 CURB AND GUTTER YX ENGINEER� MONOLITHIC CURF3 FIRE HYDRANT 76—ELR. BOOK, P,E. #98441 CAUTION1 Y, Y, REF� SUBDIVISION PLANS ACCESSIBLE RAMP I ABOVE AND BELOW SIZ314-3100 if GROUND GAS UTILITIES JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 BOLLARD _"�VK AUSTIN, TEXAS 78t46 RETAJNING WALL ABOV� CROUND ARCHVrECT;. MANHOLE GAS PIPE STORM SEWER BOB A. LUNDEEN, AIA I 11A I WASTEWATER LINE 817-735-7026 JACOBS ENGINEERING C PROPOSED WASTEWATER MANHOLE F ONLY OtilLyl pJ ., I� q �;, � - 4�/ 777 MAIN STREET -EWATE FORT WORTH, TEXAS 76102 EXISTING WASI _R MANHOI E EXISTING OVERHEAD UTILITY A SCOTT & WHITE SITE - 37A2 ACRES EXISTING UTlIJTY POLE `x fm \J N ZONING PDD - ORDINANCE.#2010-3300 WASTEWATER CLEAN OUT 0 02—, FIRE HYDRANT LEGAL DESCRIP11ON' WATER VALVE LOT I BLOCK I SCOTT WHITE HEALTHCARE SUBDIVISION FW7, WATER METER Z5 Z� WATER LINE SUBMITTAL DATE: Ic IMPROVEMFNTS PI Vo, UBL A/ FIRE HYDRANT ASSEMBLY 86� I"I\ 11 11 CONSTRUCTED PER APPROVED JUNE 13,2011 IN v UCTION ;� if /,Z 0� ISSUED FOR RmStoM DATE Dr TRANSFORMER SUBDIVISION CONSTR E EXISTING CONTOUR 81 x DOCUMENTS FOR SCOTT WHITE HEALTHCARE. SUBDIVISION -A PROPOSED CONTOUR STORM DUN JUNCTION BOX DRAINAGE INLET If CURB INLET 0/ W > STORM SEWER LINE E�J FIRE LANE MARKINGS y/' 0 t\, _61f) CANOPY t7 C'� 2%, T_ 91 Ix I EXISTING TREE \t A D S cRo Swxx LOT 1 BLOCK 2 -j A� SCOTT WHITE HEALTHCARE j, SUBDIVISION /2-1 VEGETATED DRIVE VOL. 10179, PG. 50 O,R.B�C4T� c) a L'0 C K 1 GENERAL NOTES, �OT 2 , fl t A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE RIGHT—OF—WAY. SCOTT & Wk�TE HEALTOCARE I SUBDIVISION . it 2. ADEQUATE BARRiERS BETWEEN ALL VEHICULAR USE AREAS AND ADJACENT if f 41 f VOL. 10 1 P G. /5 0 LANDSCAPE AREAS, SUCH AS A 6* CONCRETE CURB ARC REQUIRED. I %,I R-�u'oo' 1� 1 0.13.13'�C�T. 0 15, 3v 60, ENERAL NOTES SHEErS FOR SITE PLAN NOTES. 3. REFERENCE G i �p w If CALE: 1'= 30' 11 UNIESS OTHERWISE NOTED, b, P, 4� ALL DIMENSIONS ARE 10 EACE Q� CLIR 0 f S. CONTRACTOR SHALL FORM SIDEWAU<S AND VERIFY SLOPES PRIOR TO POURING LOT I BLOCK 1 X 1EAL c -R ),C) C- I \ , "/ / I c CONCRETE� CONTRACTOR SHALL. ENSURE THAT CROSS SLOPESARE, NO GREATE 12" WATER LINE LIMIT 0 THAN 29 AND RUNNING SLOPES ARE NO ORE ATER THAN 57.. IF ANY DISCREPANCY SCOTT & WHITE I THCARE SUBDIVISION PLANS N, PRIOR TO CASTING AR ISES,, CONTRACTOR SHALL CONTACT ENOINEER FOR SOLVTIO REF. LOT 1 BLOCK I SUBDIVISION 4, CONCRETE. 74TELE VOL. 10179, PG� 50 JOEL n SOCK Alv/ v jq O.R.B.C.T. 98441 RIGHT-OF-WAYS PER DETAIL 6� CONTRACTOR TO INSTALL TRUNCATEDDOME PAVERS I _, / '�_l I AT EACH LOCATION WHERE THE SIDEWALK INTERSECTS THE DRNEWAYS OR PUBLIC No I v- PROVIDED. WAAW Ae"-, v 4Z FIRE HYDRANT INI 11 / / #11N, C4FNSV' 4 7.' CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND AP I PURTENANCES AS REF. SUBDIVISION PLANS A'Y /7 CAIA.ED OUT ON THE APPROVED SITE PLAN. b wmw* PROPOSED 48—INCH KEY PLq4: S. MINIMUM VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS SHALL BE o"m RCP STORM LINE waft WALKWAYS WITHIN PARKING LOT AREAS SHALL BE CLEARLY DESIGNATED 7 0. PE ES-MIAN USING STAMPED DYED CONCRETE PATTERN WITH AN INTEGRAL COLOR, PER SITE CONSTRUC`nON DETAIL // / 1A 'Z. -4 0 1 D. SCOTT AND WHITE HEALTHCARE SUBDIVISION PLAT LIES WITHIN THE HARLEY WATER Lo IMPACT FEE AREA. j �x lt ALL ROOF AND GROUND. -MOUNTED MECRANICAL EQUIPMENT SHALL BE SCREENED # RAISED ISLAND B B / ; , ;y mom VIEW OR ISOLATED SO AS NOT TO BE 'ASIBLE FROM ANY PUBLIC PROPOSED STO RIGHT-OF-WAY OR RESIDENTIAL Disma WITHIN 150 FEET OF THE SUBJECT LOT, DRAIN JUNCTION BOX MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING $HALL 13E v AIN A UNIFIED COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINT 10' CURB INLET z AP p " _0 No ON ow no wn w go on im "i-wrimt, Aw im" oft m" am ON v".sm vm 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7,10 OF THE UNIFIED DEVELOPMENT ORDIN wo low wo Ow Nm vm wo ow ffm no on '"m 11 w f mm wm wt.. no wo, *Aw wm ANCE. THE LIGHT., SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIREMY PROJECT MATCHLINE, CS104 LIGHT HORIZONTALLY. FIXTURES WILL 8Z MOUNTED IN SUCH A MMNER TPAT THE Vll P11% i!ll rill A f PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE c", AV i 6RAINING TITLE R'EV4 EME, D FOR 1 13, ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE CIT'IrS i I 1j, ISOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM, SUPPLY THE C i P l.. A N C E IT A EQUIVALENT PROTECTION AS THE AMPRO USA, LLS62 LOCKING UD, ALTERNATE SITE PLAN ./A LOCKA13LE LIDS SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES DIRECTOR JUIH 15 ?nli It J N 011 OR HIS DESIGNEE, 4 WHITE HEALTFICARE L �_z C 0 A'Al LOT IS LOT I SLOCK 1 OF THE SCOTT A 14. BUILDING P G SUBDIVISION. C 0L L tE 0; i,-� ilO N AGOBS PROJECT NUMBER TDSHS PROJ5GV NUMBER D 'EVELORkIll ENTES EAV Irl -S 8W96 �*,k_ 11161 m, A POT F11 E� A DRAWING NUMBER +4* CS102 N(),r RFC�i - - ------------- - -- 7; 71NT"VA-M JUNE 13# 2011 las- 'z 777 ---- ----- ---- 8 5 4 3. 2 A 'r I "' E T 1 0/*> 1 illo AvDwBUILT S 10 9 8 :7 6 5 3 2 ,0 N V_ X X X X Y, CH U z GAS CASS' GAS 1 EXItTINd ED F GAS GAS — I CHU ---- - -- �j - 0h'u WX A 0H(TZ I , I , Q5, CIIHZL�7_ -XI Z mcx V X PAVERS a;H "A o CHU- Q ROCK PRAIRIEi R OAD GAS GA S 'C-,A-S- GAS GAS 'NCE TO DISIX 9�oy 0 F1 El =2,19 70 SCOTT & WHITE DRIVE �0 �0 7 :ZZ-7--=��_ i", RCP DISTANCE TO MEDICAL AVENUE I TOP U�,304.u" 1 A71 &_1 '1_117 0,u; .......... ........ 0) 11 2� —INLET— G wills WAY _0 H U IW 4P R aLd, OR, acl, EXISTING 18" ------ .y UNE pQic�j OrM 'Try WATER LINE n F �1.7 20' MOM U11UTY CASN.IENT 1 20.0� 1� 0.00of No Dec'elerat on\ TIE INTO CONCRETE CURB 9RARX.T, Lane, at at M 1dica GUTTER CONSTRUCTED PER 6 %2, 11 Aj! PROPOSED 5' CURB INLET SUBDIVISION CONSTRUCTION PLANS, Ave. from R -k Prairie SCOTT & WHITE HEALTHCARE SUBDIVISION 100.00 , 1 0 100-00' PROPOSED i A90 - . I PROPOSED 1 18" RCP STORM LINE 5' CURB INLET w,/CLEC, LAREAMSR BOX Tll�! [FR5T�SED 18" RCP 0''N't PROPOSED CONCRETE CURB REFERENCE CONSTRUCTION DETAILS - SITE. OPOSED 4' F Z PROPOSED 4' DRAIN MANHOLE PROPOSED RAISED LANDSCAPED ISLAND /v PROPOSED CONCRETE CUR REFERENCE CONSTRUCTION LOT 2 GENERAL NOTES - DETAILS - SITE. LEGEND BLOCK 1 SCOTT WHITE HEALTHCARE 1. A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE -RIGHT-OF-WAY, SUBDIVISION PROPOSED PROPERqY BOUNDARY ETWEEN ALL VEHICULAR USE AREAS AND ADJACENT 2. A05OUATE BARRIERS 8 VOL, 10179, PG. 50 5' CONCRETE SIDEWALK (TYP EASEMENT OR SETBACK LANDSCAPE. AREAS. SUCH AS A G* CONCRETE,. CURB ARE REQUIRED, O.R.B.C.T. REFERENCE CONSTRUCTION "00' TYP:_- DETAILS SITE ACCESSIBLE ROUTE 3. REFERENCE GENEM NOTES SHEETS FOR I SITE PLAN NOTES. CURB A ND GUTTER 4. ALL DIMENSIONS ARE To UNI F S S OTHERWISE NOTED. PROPOSED E ACCESSIBLE RAMP TYPE 1 MONOLITHIC CURB 5, CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING 11 1 .. I I REFERENCE CONSTRUCTION CONCRETE. CONTRACTOR SHALL. ENSURE THAT CROSS SLOPES ARE NO GREATER Maintain existing ZUM - U1_ ACCESSIBLE RAM P THAN 2% AND RUNNING SLOPES ARE NO GREATER THAN 59. IF ANY. DISCREPANCY DETAILS SITE. ARISES, CONTRACTOR SHALL CO NTACT ENGINEER FOR SOLUTION, PRIOR TO CASTING gate and complete 0 CONCRETE. LOT 1 BOLLARD installation of ne,u BLOCK 1 SC RETAINING WALL 6. CONTRACTOR TO INSTALL TRUNWED DOME PAVERS AT EACH LOCATION WHERE THE gate on Ea e st sid' of OTT & WHITE HEALTHCARE -OF-WAYS P R D L A STORM SMYER MANHOLE SIDEWALK INTERSECTS THE DRIVEWAYS OR PUBLIC RIGHT E aAf oil well SUBDIVISION PROVIDED4 RFI�� ---VOL. 10179, PC. 50 WASTEWATER LINE 7. COtMCTOR SMALL FURNISH AND INSTALL ALL MATERIALS AND APPURTENANCES. AS 0 PROPOSED WASTEWATER MANHOLE CALLED OUT ON THE APPROVED SITE PLAN. IA DQSTING WASTEWATER MANHOLE S. MINIMUM VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS SRALL BE 17 EXISTING OVERHW UTILITY EXISflNG UTILITY POLE LIMIT OF 9. PEDESTRIAN WAMVAYS WITHIN PARKING LOT AREAS SHALL BE CLEARLY DESIGNATM D PROPOSED CROSSWALK USING STAMPED DYED CONCRETE PAlTERN WITH AN INTEGRAL COLOR, PER SITE WELL LOT 1 13LOCK I WASTEWATER CLEi\N OUT CONSTRUCTION DETAA_ REFERENCE CONSTRUCTION IX \1 DETAILS SITE, FIRE. HYDRANT 10. SCOTT AND WHITE HEALTHCARE SUBDIVISION PLAT LJES WITHIN THE HARLEY WATER WATER VALVE IMPACT FEE AREA. WATER METER -MOUNTED MECHANICAL EQUIPMENT'SHALL BE SCREENED WL- PROPOSED WATER LINE 11. ALL ROOF AND GROUND FROM VIEW OR ISOLATED SO AS NOT TO 13E VISIBLE FROM ANY PUBLIC ACCESSIBLE RAMP TYPE 1 FIRE HYDRANT ASSEMBLY RIGH`r-OFWAY OR RESIDENTIAL DISTRICT, WITHIN 150 FEET. OF THE SU13JECT LOT, REFERENCE CONSTRUCTION MEASURED FROM A POINT FIVE FEET ABOVE I BE 4- DETAILS SITE. TRANSFORMER COORDINATED WITH THE BUILDING, ARcHrrECTURE AND SCALE TO MAINTAIN A UNIFIED j APPEARANCE� —w30— EXISTING CONTOUR '77 PROPOSED CONTOUW 12. EXTERIOR BUILDING AND SITE LJG"NG WfLL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCF_ THE UG14T SOURCE SHALL NOT 5 (0) 0� T I(P Typ LIGHT HORIZONTALLY. FIXTURES WILL 13E MOUNTED IN SUCH A MMNER THAT THE A,/ ELM,:_� STORM DRAIN JUNuiom sox PROJECT BELOW AN OPAQUE HOUSING AND No nXTURE SHALL DIRECTLY PROJECT W 0�11A U 5o on MU bmNAGE INLET I PROPOSED 18" ROP STOR= PROJECTED CONE OF UGHT DOES NOT CROSS ANY PROPM UNE. Fabric Not Requir Fencing at Helip�ad CURB INLET x 13� ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE UD ON THE CnYS ISOLATION VALVF- THE LOCKABLE LID SRALL, AT A MINIMUM, SUPPLY THE STORM SEWER UNE NA EQUIVALENT PROTECTION AS THE MAPRO US&, LLS62 LOCKING LID. ALTEM TE FIRE LANE MARKINGS 4-, LOCKABLE LIDS SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES DIRECTOR X, f OR HIS DES(GNEE� -J CANOPY 'R R _0 CONTRACTOR TO COORDINATE PROPOSED 14i BUILDING PLOT IS LOT I aLOCK 1 OF T14E SCOTT WHITE HEALTHCARE SUBDMSION, REMOVAL AND' RELOCATION OF EXISTING GATE WITH ROCKFORD 5" CONCRETE SIDEWALK (VP.). REFERENCE CONSTRUCTION J ENERGY. EXIS^nNG TREE ------------ DETAILS SITE 7882) c-) 3 CROSSWALK Q) LOT 3 Aj BLOCK I VEGETATED DRIVE SCOTT & WHITE HEALTHCARE Y� SUBDIVISION DRILL AND I VOL, 10.179, PG. 50 PROPOSED CONCRETE CURB 1 2" 1 PROPOSED CONCRETE CURB ACCESS EASEMENT t') I I O.R.B�C.T. REFERENCE CONSTRUCTION I REFERENCE CONSTRUCTION VOL, 7095 PG. 66 B z DETAJLS SITE DETAILS SITE. PRbPOSED towc 4' WASTEWATER MANHOLE x Im wo on M14" em IM/M sm on 104 M M lk�% Im on M ww on I" N" 0" 1" on MATCHLINE CS105 MATCHLINIE CS105 H, "IN R E V I E_ -A Rik r � �� V� i C 0 M P t Gkji I-S RY, �I C1 U N 6 (j I JUN 15.7n1j CD E-1 COLLE I 11U A IDEMI EN GIN EERH`.,V.5 P01 ENI T Sj E R If Al FILED: L A71 IN I.M.1 I IWO 1 .01 11 M SCOTT &.WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS ........... SCOTT & WHITE HOSPITAL COLLEGESTATION, TX 77 �Ql TEXAS REGISTRATION #F-2966 2705 SEE CAVE ROAD, SUITE 300 AUSTIN, TMS 76746 MOON - MAYORAS ARCHITECTS, INC. OWNER: OTT & WHITE MEMORIAL 484-238-8982 2400 S 31ST STREET TEMPLE, TEXAS 76508 .ENGINEER. JOEL R. BOCK, P,E. #93441 512-314-3100 JACOBS ENGINEERING 2706 BEE CAVE ROAD, SOITE.300 AUSTIN, TEXAS 78746 ARCHITECT: BOB A. LUNDEEN, AIA 817-736-7026 JACOBS ENGINEERING 777 &1AIN STREET FORT WORTH, TEXAS 76102 SCOTT &WHITE SITE -37.12 ACRES ZONING - POD - ORDINANCE #2010-3300 LEGAL DES!gLRIPTION. LOT I BLOCK I SCOTT & WHITE HEALTHCARE SUBDIVISION SU BMITTAL DATE. JUNE 13,2011 IWUED FOR REVISION DATE 0 16, 30, 60' SCALE: I"= 30' .................. ...... 0 40EL8.13OCK ......... 4� .. ........ ....... 98441 0; N w \N� . . . . . . . . NAL ............ KEY PW';L t, -DRAWINO TITLE SITE PLAN "B" ACOSS PROJECT NUMBER TOSHS PROJECT NUMBER �W,96852 11161 VRAWING NUMBER PRINT OATE JUNE 13,2011 16,01 WIL QET 1 01^ lu 9 8 7 6 5 4 0 h At ............ ------- 10 0 8 7 6 5 4 3 MATCHLINE -- CS102 MATCHLINE - CS102 ea on .m can M saga on non ems ears � on M _ _ . �raa 0" w" Mm "A w" � eisae t�ia � .. . errt � � � egg ear egg � eg!m eery � � e� t� egra � � � erne � >� egm e?m � » � e� eaa � � eras e+e ee+m � �a a�geg eaie e� eam ®tem a� ra.•� � e,a esa ee� e� �s ne�a e� �n e er9a eaa � e� sags � erm � erg m� � e� eas e� � � erggr e�sa egg ens g�a� � �. ea+r �. nnA ram... eye e� -ems ams erg. ems+. yet Ism /ea � .. w�. e•� � I e�' ° l -�-_.. �_ `� � l LEGEND r- �/ �/ / , LOT 1 12 INCH WATER LINE7,BLOCK 1 \ REF. SUBDIVISION PLANS j / W _.. 1 o SCOTT & WHITE HEALTHCARE ' ca PROPERTY BOUNDARY � \ 1 PROPOSED 4 X4 AREA INLET � , / 2g � SUBDIVISION EASEMENT OR SETBACK / 6 l\ \00 G. 50 t 1 rn \ O.R.B.C.T. \ \ PROPOSED 1 z ......... • ..ACCESSIBLE ROUTE / / / / / \ \ / �' 48-INCH STORM LINE 1 i CURB AND GUTTER / / ��q 0-) S / \ PROPOSED 24-INCH STORM LINE ,\ MONOLITHIC CURB ry / / j / , ` 1 \ / o a , 1 MM ZEE ACCESSIBLE RAMP / / / / / / / ACCESSIBLE RAMP TYPE 1 BoL ARD / / / / REFERENCE CONSTRUCTION ! \ . / 29 ✓ DETAILS - SITE. , 15 COMMON AREA WALL / / g/ .' ``"------, , o RETAINING p OL 1 0179 PG. 50 C o� o PROPOSED CROSSWALK s /1O.R.B.C.T. • STORM SEWER MANHOLE, A9 / REFERENCE CONSTRUCTION s9 �"h' WASTEWATER LINE .. / / ` N �- / / oa DETAILS -SITE �` / CONCRETE CURB &GUTTER - / �O PROPOSED WASTEWATER MANHOLE / REFERENCE CONSTRUCTION `' ` /� I ACCESSIBLE RAMP TY ~` 1 EXISTING WASTEWATER MANHOLE f x . PE 2 ® _ \ \ N DETAILS SITE. REFERENCE CONSTRUCTION 1 / CTION l EXISTING OVERHEAD UTILITY / �H (7 H J / o DETAILS SITE. 1 ; EXISTING UTILITY POLE G Co. WASTEWATER CLEAN our / / //, ACCESSIBLE RAMP TYPE 3 / �'� 401 - � MONOLITHIC CURB (TYP.) \ 1 REFERENCE CONSTRUCTION '� Q t. I ry / / / / / � � � \ o �` ,> .,._. - REFERENCE CONSTRUCTION, I 1 FIRE HYDRANT / / / / DETAILS - .SITE. ,�0 1 <(� �- U DETAILS SITE. RAISED ISLAND TYP. 1 j + WATER VALVEI4 6 WATER METER / MONOLITHIC CURB TYP. / 374:5 ki o wLWATER LINE // j REFERENCE' CONSTRUCTION / ' au 374.54 N `o•Q1 I wL FIRE HYDRANT ASSEMBLY ` /// DETAILS - SITE. // , 2 �D• sf. Q-� 0 1 pp, 23.000�•ooD �4 A° �� T TRANSFORMER (P,v. J O 1 � ACCESSIBLE ,; / l � ),�(�. 11 •� r- .o i � Q o 1 E RAMP TYPE 2 / (7YP. (7YP. o. •° / cv L 2 37 / T -aso- - EXISTING CONTOUR REFERENCE CONSTRUCTION ,• ,II 3.oQ \ `� / rn PROPOSED 10 CURB INLET'. TY (TYP :J 4.54 o. 1 PROPOSED CONTOUR \ / / / DETAILS SITE. / . / N N ( •� p' - 23.0 ' to° 374.54 sf. 1 STORM DRAIN .JUNCTION BOX / �' uw I 1 DRAINAGE INLET / / = - - - (71'P.� 30.0p' 23J �� \ •ap *00. 1 0 CURB INLET23.009 STORM SEWER LINE ��, / ��. / / _ gyp• o a \ (Ti'P,j (iYP.) C►YP.).J "J 1 1 .. e .� ... e. �..� FIRE LANE MARKINGS / / / / 105.ra6 /' o a PROPOSED 24- C (TYp,j (` P•1 ( , (1YP, 1 -/� PROPOSED 5 CURB INLET o IN H STORM LINE ! ) 1 CANOPY / 423.87 sf. \ EXISTING TREE \ / 1 7882 ` FIRE I- DRANT 6,634.41 j ��v REF. SUBDIVISION PLANS - ti ---_ - }} 4 _- - j PROPOSED CROSSWALK r"' o cRosswALx /� / 5 296 s \ p PROPOSED CROSSWALK �" REFERENCE CONSTRUCTION � o \2 / 2 297 ' �, _ o REFERENCE CONSTRUCTION l ' , ` 1 298 298 DETAILS SITE \ `� DETAILS SITE \ ..........: VEGETATED DRIVE �, / " ...........: ............: / PRO OS ... •.........:::::::::: � / / • `L--"-- P ED 1$--INCH STORM LINE \ �j2 24-INCH STORM LINE PROPOSED • RAISED .ISLAND 1YP. _ ro PROPOSED 5' CURB INLET 2 2 PROPOSED 18-INCH STORM L0,0 INE PROPOSED 0' /, � �°PO �. � / :, � � j � / � J °• � � N 'P�+. 00 � ' : � rn l 9,868.3 sf. ;; - 1 CURB INLET O N •oo, ,�^�• \ N 48 .2o sf. , MONOLITHIC CURB (TYP.) �:, .' L/ - --' \ o, 23 PU LI E$S EA EMENT __ \ q ry REFERENCE CONSTRUCTION 1 E \ ` DETAILS - SITE. 10179, PG 50 P� O / MONOLITHIC CURB (TYP.) N PROPOSED \ O.R. .C.T.' / 1 Q4, �� / REFERENCE CONSTRUCTION � ` '-\ \ •F- o0 4' ' / DETAILS SITE. \ M o �� REFERENCE CONSTRUCTICONCRETE SIDEWALKON --ts? . o I N FIRE HYDRANT / �•1 o o DETAILS = SITE °' , PROPOSED - 1 / �rL11 � `� � PR ED 36 INCH STORM LINE .� LIMIT O F - 40 / -/ \ '� "` RAISED ISLAND P. o LOT 1 BLOCK 1 f,� - \ f / i �, f '° oo o- ��o , ACCESSIBLE RAMP TYPE 1 : ox 6� 1 / / N �� °o. ��' �, "� o REFERENCE CONSTRUCTION Q- N DETAILS - SITE. \ o g6 \ �40� 12-INCH WATER LINE / i f�' e►'i / 1, s ` j I ti °�P Q°�• rn \ B--INCH WASTEWATER ....y . G ooF o e o N 'D \ �. 532.09 ---" 00 WASTEWATER MANHOLE f �, ACCESSIBLE PARKING y 1 REFERENCE CONSTRUCTION DETAILS -- SITE. ©� / O 5 0 0 p o 'o PROPOSED yo �R, o. _ :� 24 INCH STORM LINE / / P °°�' / ,�°O• N-'y" RAISED ISLAND TYP. �_ s// MONOLITHIC CURB TYP. ` �, _ 1 ( ) _ PROPOSED 10 CURB INLET / � Area h�e. � 0, RIBBON CURB (TYP.) / o \ REFERENCE CONSTRUCTION / 1 i / w / '°� CONSTRUCTION CIIII �? DETAILS SITE. A WASTEWATER MANHOLE ~- '�90.35 / _ -.. ._ °y° ,, � � '�' � ACCESSIBLE RAMP TYPE 1 �! PG�,9 Q°, � ®� / 3- ,�. I l�.q�e s. , o N \ \\ ° ° �b° ,��, / \ INCH PVC LINE pain ,. ,�, m REFERENCE CONSTRUCTION e�ted J v Q�. / ®/ co 9. 0' \ \ DETAILS - SITE. ��Q a° 2 / REFERENCE MEP PLANS r: (no hatc anciular d C) \ � \ � � �O ,� �1 %s• �\ PROPOSED CROSSWALK / �' , Q / � � REFERENCE CONSTRUCTION 1 r' o p0 0 R1 \ REFERENCE CONSTRUCTION / •�' DETAILS SITE o. Q,Q� N \ •pO DETAILS - SITE boo / / `' �` 8-BIKE RACKS REFERENCE - �, \ J FIRE HYDRANT CONSTRUCTION DETAILS SITE. ` 1 4k 5' CONCRETE SIDEWALK TY) 1 (Ty •� `L� 'Quao , ��p / REFERENCE CONSTRUCTION DETAILS - SITE 1 o � PROPOSED. 24-INCH STORM LINEr 23.00' - / / ry�� / •�, ACCESSIBLE RAMP TYPE 1 WITH PLUG 2' BOC " p ��/ / REFE '1 / Q RENCE CONSTRUCTION DETAILS -SITE. �` PROPOSED 10 CURB INLET \� i �, / 10-INCH PVC LINE REFERENCE MEP PLANS 1 \ \ WHEEL STOPS (TYP.) REFERENCE CLINIC FIRE LANE \ \ y, CONSTRUCTION DETAILS -• SITE. \ \ 1 .o 1 `o \ PROPOSED 30--INCH / \ PROPOSED 36-INCH STORM LINE 10-INCH PVC LINE N LOT 1 LO N 9, O, STORM LINE 1 / / /.�► °�►�,®{ ,y ` \ - REFERENCE MEP PLANS 1 " BLOCK 1 0) ! / / / / 9� , SCOTT & WHITE HEALTHCARE �' N `�' ,pj oQ ( •) / / / ��\/ � F� PROPOSED 12-INCH STORM LINE �Opi w SUBDIVISION o / VOL. 10179, PG. 50 �' �.o °o. N MONOLITHIC CURB (TYP.) t ., 0 ♦ ♦ 0 l /- „�' / / rl o/ �\ l \'� ��Z ♦ PROPOSED \ 1 J / \ ,Q N \�� 12-INCH AREA DRAIN 1 O.R.B.C.T. �' 240POSE S REFERENCE CONSTRUCTION / /// "' '� ti� ♦ o q , o \ IN H STORM LINE AILS SITE. / ! . \ ♦ 's �i'� N a_o / f CAP y / �-� � .00 ♦ �,L� 1 egg en® e� sera ere esw e+m eea am e� sae eam M rim am M e" A" eye. am aim ma egret see : ears cas e�rm �S � e � : �'� � e» � iea ba�b� r� � a� �a ens ear era � �a e*e e�mr' des � e� / 1 � rr,� �1 Wig. `� erw � e*m eoagYea�r no IA P F4 a ... � e� etas e� L�Ze ran em e,aa am eel Pne FR � Va. eR MR NO Bane 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 A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE ,. 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 PROPOSED 12-INCH STORM LINE 1. A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY. JUNCTION BOX 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 A 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 CONCRETE CURB ARE REQUIRED. " FIXTURE SHAM. DIRECTLY PROJECT LIGHT HORIZONTALLY, FIXTURES WILL BE MOUNTED IN :SUCH A MANNER 8--INCH WASTEWATER 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. 3. REFERENCE GENERAL NOTES SHEETS FOR SITE PLAN NOTES. 9. PEDESTRIAN WALKWAYS WITHIN PARKING LOT AREAS SHALL BE CLEARLY DESIGNATED USING STAMPED DYED 13. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE CITY'S ISOLATION VALVE. THE ACCESSIBLE RAMP TYPE 1 4. ALL DIMENSIONS ARE TO FACE 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 REFERENCE CONSTRUCTION DETAILS - SITE. LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES 5. CONTRACTOR SIIr;1.1_ FORM SIDFV?ALVC; AND VERIFY SLOPES PRIOR TO Po11!''tIG CONCRETE. CONTRACTOR 10. SCOTT AND WHITE HEALTHCARE SUBDIVISION PLAT LIES WITHIN THE HA,RLEY WATER IMPACT FEE AREA. DIRECTOR OR HIS DESIGNEE. rr.l"•ai it 'v! ! h r r r j) =;I (lta€. `: A3' f; i St"1 €'_+rz . r. y 1 > , "' _x., . , . . r..i-r� i.tf „... A,. 1f: 'SI{l€'€•, Flfl {.,S�St,IEE1 1 SCOTT & WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND ` BRINDLEY FOUNDATIONS 'SCOTT ITAL COLLEGE STATION, TX TEXAS REGISTRATION #F-2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 MOON • MAYORAS ARCHITECTS, INC. OWNER: SCOTT & WHITE MEMORIAL 484-238-8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 512-314-3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD ORDINANCE #2010-3300 ISSUED FOR REVISION DATE ISSUED FOR ASI 06 08/10/2012 ISSUED FOR ASI29 01/15/2013 ISSUED FOR ASI 30 01/24/2013 'Fit. Delete- both light N poles indicated by , XX and relocate (1) ligI nt pole & S 1 fixture at location depicted by the circle at, approximate midpoint of clinic Moors, 0 15' 30' 60' peer _ e and SCALE: 1" = 30' )rive to 1 white ,w PEE tripe ,.•* ing orOn .............. .....:....d nes) •• JOEL R BOCK / / ............................... 4 Ah . rf; : 98441 ..��/ (��ti0 KEY PLAN: �-- DRAWING TITLE SITE PLAN TIT JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER FBW96852 11161 DRAWING NUMBER CS1 4 H q 14 9 8 7 6 5 4 8 2 MATCHUNE - CS103 MATCHLINE - CS103 f40 - ;; 1 LOT 2 / / o O\ . 8- INCH « .� 8 INCH WASTEWATER LINE � �� of177 BLOK1 \ z _0�; SCOTT &WHITE MEMORIAL SCOTT & WHITE HEALTHCARE/j� �,...,�\\\ �\ �. -� , ... _t��'�°. � �'�µ�fa s a ti \ a.,;HOSPITAL SUBDIVISION ; .... °�=u` 5 _ STORM DRAIN MANHOLE \ �,��_..� :f= �. \SCOTT, SHERWOOD AND VOL. 10179, PG. 50Lu 1 O.R.B.C.T. 18--INCH RCP STORM LINfl w / /1 SRINDLEY FOUNDATIONS ' 1 •�� 1.,�1,..1 III .I�� ., • -�� I�� 1.� I��,�.1��.,�.1 MLEGEND �.r 1l'�.� �._,.�. �.I 1 _S i�l�rd �atr..�l�� car I�I��.i�r�t I- 4 WASTEWATER MANHOLE \ 5 I 1 shall b used as s�€,�. v-,f in attached ed reference. 23 P) BLIC ACCESS EASEMENT / ! r VOL. 10179, PG. 50 \ - -- PROPERTY BOUNDARY 1 / / e � O.R.B.C.T. �-€��' �I"�I�rl:�"I�; "`, install •I � average depth I "l \ - - - - - - - - - EASEMENT. OR SETBACK s �^�- t e�► ! 5' CONCRETE SIDEWALK (TYP.). / ♦ �, / below fin', il i #SCOTT & WHITE HOSPITAL lice this rock. I COLLEGE STATION, TX • • • • • • • • ACCESSIBLE ROUTE f REFERENCE .CONSTRUCTION / , e w `� .,....d R30.00��-t-- � � \ 1 � 4" WASTEWATER MANHOLE DETAILS -- SITE - ,^� � o o � - \ CURB AND GUTTER ' O \ MONOLITHIC CURB 4 X7 STORM JUNCTION BOX`"' �r � 3 4 • ...._. ACCESSIBLE RAMP 1 MONOLITHIC CURB l i l ® ;' l \ � � o 'TEXAS REGISTRATION#F-2966 REFERENCE CONSTRUCTION ^� / 31 e� Q 3 4 BOLLARD 2705 BEE CAVE ROAD, SUITE 300 o I DETAILS - SITE. f 1 ` b u� \ RETAINING WALL AUSTIN, TEXAS 78746 ck 1 O 31 e/ C) STORM SEWER MANHOLE ® �� 6' �- WASTEWATER LINE ON • MAYORAS 48-INCH STORM LINE ACCESSIBLE RAMP TYPE 2 0. o� �►/ p 1 I REFERENCE CONSTRUCTION , 31 \ �" D - ,Q 31 e C,) PROPOSED WASTEWATER MANHOLE ARCHITECTS, INC. \ DETAILS SITE. / EXISTING WASTEWATER MANHOLE �\ - - 1310 e 3� 1 \ Y O r 1 U EXISTING OVERHEAD UTILITY 8-INCH WASTEWATER LINE , MONOLITHIC CURB ♦ FIRE LANE I o � REFERENCE CONSTRUCTION ,' v -- l - /- EXISTING UTILITY POLE 309 �° DETAILS -- SITE. f "1 ® 3 LIMIT OF LOT 3 co • WASTEWATER CLEAN OUT �'► LOT 1 BLOCK 1 `, BLOCK 1 OWNER: e , COTT & WHITE HEALTHCARE FIRE HYDRANT 1 \ ' 30 .� '� ® �' . SCOTT 8� WHITE MEMORIAL 8 3 UBLIC AC SS EAST T ;, SUBDIVISION,- � wArER vALyE 1 0 ' .�' L. 11 79, PG. 50 �/ ♦ VOL. 10j.79; -PG. 50 484-238-8982 sn r ® f, ® 6 WATER METER 2400 S. 31ST STREET 1 of , ,LOT 1 37 312 cSp� r- wL WATER LINE TEMPLE, TEXAS 76508 \ \ 30 BLOCK 1 2 f ♦ WL FIRE HYDRANT ASSEMBLY 1 I 6 SCOTT & ITE HEAL,I ICAR '► / nT TRANSFORMER .® SUB S10N ;f 0 ♦ \ \ JOELJOEL R. BOCK, P.E. 98441 d \ 50. EXISTING CONTOUR 512-3143100 1 \ oo \ 305 e ACCESSIBLE RAMP TYPE 1 VOL. 10179, �i %'f "► 1 \ i- 0 ...----•----- s3o --�" PROPOSED CONTOUR JACOBS ENGINEERING 1 - �, d REFERENCE CONSTRUCTION DETAILS -- SITE. A 2705 BEE GAVE ROAD, SUITE 300 _ ;�` \\ � `3 e� - _ '� X STORM DRAIN JUNCTION BOX F 0 f AUSTIN, TEXAS 78746 LRE16N- CURB (TYP.) �e PROPOSED 36-INCH STORM LINE 31I ® DRAINAGE INLET - - 5 CONCRETE SIDEWALK (TYP.). \ SCOTT & WHITE SITE - 37.12 ACRES CONSTRUCT ION }iS r � 1 c -iidev - t _ ; ''�, , �I CURB INLET LS - SITE. / � " PROPOSED 48-INCH STORM LIME X REFERENCE CONSTRUCTION -- avoid I , DETAILS - SITE �-- ACCESSIBLE RAMP TYPE i STORM SEWER LINE .• � .. _ _ .. � � �-•- .� y ./ ZONING - PDD - ORDINANCE 2010.3300 PROPOSED „ \ PROPOSED 10 X10 STORM JUNCTION BOX ` REFERENCE CONSTRUCTION _ e A. e ._ .. 1 24-INCH ;_ fsy,�'",�, �z �. � �' _ _ ___--- -•-_ - -- `_`"" SITE. -- ._--• `� FIRE LANE KIN RE MARKINGS 5. '4� % ..: o ,, `309 MONOLT HIC .. _R.: -- ' PROPOSE© CROSSWALK rµ DETAILS STORM LINE / PROPOSED 2 X2 AREA INLET f CUB .. -\ CANOPY � 1 ; REFERENCE CONSTRUCTION ,�€�:.... ,►\ REFERENCE CONSTRUCTION ;.�� F .-- 1 _ .00 DETAILS - SITE PROPOSED 18--1NCH STORM LIME DETAILS SITE. ,, • ,,. \ ,. 3p 1 \ MONOLITHIC CURB PROPOSED 3 X8 RCBC 8 -_ WHEEL STOPS (TYP.) .. ' � REFERENCE CONSTRUCTIONEx sTING TREE � . 7882 i / �\ 3-----•-.. _ - REFERENCE CONSTRUCTION •o o. I ♦ ' \ DETAILS SITE. ?• ` ` WATER METER DETAILS - SITE. ;, 0 \ ,} _. _. ISSUED FOR REVISION DATE \ 8-INCH WATER LINE xi \ ` CROSSWALK ISSUED FOR ASI 06 08110/2012 . _. ACCESSIBLE RAMP TYPE i - e �• ,.f ` ISSUED FOR ASI 29 01l15/2013 ,S INCH WATER LINE REFERENCE CONSTRUCTION 0 3 0 _- 9 VEGETATED DRIVE o - - DETAILS - SITE. p, p \ ISSUED FOR ASI30 01l24l2013 r.....°.°: 1 ® FIRE DEPARTMENT CONNECTION A q RIBBON CURB 4 \ p PROPOSED 5-FOOT CURB INLET �, ,gyp ` ?�A \ �' _ REF :CONSTRUCTION ' DETAILS - SITE. 'I' 41;1!.�, o \ DUMPSTER LOCATION 3 �o g;.o 1 REFERENCE CONSTRUCTION L. e - 308 ® ® 9 \ PROPOSED , �k` 4�', DETAILS SITE (TYP.) ACCESSIBLE PARKING a's o �►e ♦ T �s �' S CONCRETE SIDEWALK . 18-INCH STORM rl E •p�_: _�- REFERENCE CONSTRUCTION �- ♦ s° �y REFERENCE CONSTRUCTION eT ti� - :._ ��„ 1 W 2 J INE EASEME _ °• _ ` _. .. � ,..,.�n�;€3 DETAILS -- SITE TYP. � �' � 0 0 � °?\ DETAILS SITE It '�,o PROPOSED . \ \ .� OL PG. ��• ee d 30, l'T I" .,Ii-r. PROPOSED 18 INCH STORM LINE • 0' 1 2'X2' AREA INLET � \i � , 1�� - J 1006 �e �� '® ♦ \ � - r... I I I €: �,r. Cf 5 6 INCH PVC LINE ,.. � PROPOSED CROSSWALK •. .�-- -. __._ �_ .,,> • .,,�, 1 � REFERENCE MEP PLANS .0 `� � �' � - REF. CONST. DTLS. -SITE � �.--- .-'" �% e o •. e � ...--- �Q . 4 � \ , __-- 1 10-INCH PVC LINE o _�, g• �A \ --- �, I \ PROPOSED 18 INCH STORM LINE .- .- d o <_ REFERENCE MEP PLANS _ � __ 3 s _ _ 1 E \ � ♦ _ e � O -- 1 PROPOSED I ,A► 1 ♦ ♦ �\ 6,G f --- 1O-INCH PVC LINE \ 2'X2' AREA INLET D e R3. - - -_ 1 1 REFERENCE MEP PLANS \ o \ �, 's . �° sk•-(TYP.) O ® d OR R25.00 I 1 REFERENCE MEP PLANS FOR o \ \ o e �� o \ s� 1 ` 8" DOMESTIC WATER CONNECTION oo+ \\ \ �w D 3 ' ee �111 ,� �9c0 75" 30` 60` REFERENCE MEP :PLANS \ W _ N FOR 8" I ` \ o. ,�i� glz.�,: ACCESSIBLE RAMP TYPE i SCALE: 1" = 30' FIRE LINE CONNECTION & \ o \ e R3.009REFERENCE CONSTRUCTION EN CTION �-._..� `� Q I I\ •� �`�' id �'e ��. (TYP) 1 oa e'? DETAILS -SITE. CLINIC - e e �� ` �►® �, ® � s� D e � �� R3.00 6-INCH PVC LINE, 'c 'o 0 3 RAISED ISLAND TYP. �. 1 IYV d •'•: 1 REFERENCE MEP PLANS I I o o ti,�4 • d _ - ---- - - __ / ....:.....................:.... I LO .. _ . 4 e� - 305 \ / JOEL R. BOCK % 1 2-8 BOLLARDS o I \ ,► MONOLITHIC CURB _ 0 0 ® ACCESSIBLE RAMP TYPE i / I', �, :. ssa�1 :' w�/ ®, REF. CONSTRUCTION to •°0. I *° R3.00 REFERENCE CONSTRUCTION -- e she -Q� ♦ REFERENCE CONSTRUCTION r °,�••.�i " A DETAILS -SITE. -- _ 2g• �TYP,) DETAILS - SITE. -- - ,o ® g • R15 ! DETAILS -- SITE. �, s •• ....% NUS 1 cn 00 W _.......k J I ,® .O0 ' .. � ,-- \� ORAL, _.. PROPOSED 5-FOOT • ' �,.�„ , �- �°`' e;, � � ` ® I .w.. . R3.00 G I� r 2 10-INCH PVC I_WE � t _..- CURB INLET _. - - FIRE HYDRANT PROPOSED 3'X8' STORM JUNCTION BOX p4 .) `. PROPOSED CROSSWALK -- REFERENCE MEP PLANS - '�• 1 • . .�� I � .. �_ 'L�Q• ee e� REFERENCE CONSTRUCTION .` � LAN. KEY P . ACCESSIBLE RAMP TYPE 1 o DETAILS -- SITE 1 RIBBON CURB (TYP.) ®,....� I �. ,® _ _ .. 04 \ 0 . s N I o ,,� e p© REFERENCE CONSTRUCTION Q • � o0 g. 1 REF. CONSTRUCTION • , . �' o �,, ,� e o ® �• DETAILS SITE. L � / ''° - � 30 j � - ♦ � DETAILS -SITE. 1 ` v .� ptn �' ,. .. I o I 1 �O• �� 5� oIO eo RAISED ISLAND -` oo, �� 5' CONCRETE SIDEWALK (TYP.). Y, 1 o p \ ` .J 00, . �, e► f _ _ p� �► ® \ REFERENCE CONSTRUCTION 1 e ` o. *� `"^ •. p 1 e `3oS �• �' ` DETAILS - SITE -- e e! l e •m. �� I R3.00 \ �,�© (TYP _ a�- I L� y�. _ 0` _ B 1 \ o e �, "s 5k' P.) 15 M M AR d3 �,'° �� O 's / B P ' d o I �j°j / No 5' CONCRETE SIDEWALK TYP. . �;� 3 2 V 10 9 P 50 R.B.C.T. 03 d - ,o 303 a l ' (TYP.). • • eo .O . 10' CURB TRANSITION 1 ( REFERENCE CONSTRUCTION \ lPR E e 30Q oa o. v '�► 5,IS s . OPOSED 3 X8 RCBC Gj REFERENCE CONSTRUCTION y I ♦ DETAILS -- SITE - DETAILS - SITE ! \ o Q A °• Ik`'� �� N R3.00 z PROPOSED � r- � J f� (TYP.) .o ® 11,0 s� 15.©0. 30 ` \ = i ! 2'X2' AREA INLET .k. 1"'� �,� .o I� N I ,, o. ® 2 o = MONOLITHIC CURB s / - 1 Al 0 REFERENCE CONSTRUCTION Q MEMOIR s ® ♦ ♦ 302 l p 1,873. st. ® '�" DETAILS -, SITE. °�, : PROPOSED 10--FOOT CURB I o 10, , 1 .,. V. .., ,,,. ,.. �.Do _ __ .... o© r \ 9 _ _- - _ ' O \ DRAWING TITLE 1 o R25.00• ♦ 51;f . PROPOSED 18-INCH STORM LINE 1 J • P ' _ a PROPOSED 1 -INCH STORM LINE \ J 301 3 \ \ L EM era 9m m �'am m m a s. m m m 0111 � m w� m" >en i n �ee e� t eas + Berea s 1�?e e MR erg man" m m r� em e!e .. Ins e� e�1 � m m ciao m sm eye m �m� rm l�n ern rye m eu� rm m mm ® o � Ire 1mm eras �eT � � ®� \ a+� � ®tee `tee � w " " - � � .� �, � ..�_ � - SITE PLAN Q MATCHLINE - CS107 MATCHLINE = 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 LOCA11ON 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. F8W96852 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 A 6" CONCRETE CURB ARE REQUIRED. THE APPROVED SITE PLAN. 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DRAWING NUMBER DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND '- " O FIXTURE SHALL DIRECTLY PROJECT G 0 I 0 E MOUNTED IN SUCH A 3. REFERENCE GENERAL NOTES SHEETS .FOR SITE PLAN NOTES. 8. MINIMUM VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS SHALL BE 14 0 . N DI PR E LIGHT H R Z NTALLY. FIXTURES WILL BE MOL NTE MANNER THAT THE PROJECTED CONE OF IGHT DOES NOT CROSS ANY PROPERTY LINE.CS1 05 4. ALL DIMENSIONS ARE TO FACE OF OURS UNLESS OTHERWISE NOTED. 9. PEDESTRIAN WALKWAYS WITHIN PARKING LOT AREAS SHALL BE CLEARLY DESIGNATED USING STAMPED DYED CONCRETE PATTERN WITH AN INTEGRAL COLOR, PER SITE CONSTRUCTION DETAIL 13. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE CTTY'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 %WAIN W"'m C"t Eff" 10 4 3 9 8 7 6 Krm,_ I ;: N .. ,.: 1 I _-I. RFI At.t.�f_:r1r�3.,,A! f�= MATCHUNE - CS104 MATCHUNE - CS104 . /•# 1� R9 !Se !}® RSS l+.Rl !�f . !�1 !0f @[! ® !!! !1! - !lEr.� _ �, !I� !!@l I IRg ® C:1 _ !� �>•.i I GSf ®tom >e41 d7b! t !'�+ 37 luR9 �!i . t 'C !^A �°d'! ,�' lF.� 147! - ,�, �:7;\\ ® Ce . !� �"�'"9 •!!'�9 . @°9 �'EI (� @� Earl ,-�1 M r1 M � M7 !9� E� /®M !11 \sidp�mallk and ramp revisic,,npj lJ Fill WASTEWATER MANHOLE l Fz/ ®'z PROPOSED -A- SCOTT & WHITE MEMORIAL \ N �- � / �'• � � ' L,�� 1 12-INCH STORM LINE �� 1 I.MONOLITHIC CURB , ,. b% ,,fj \�� 0,v ® HOSPITAL 0REFERENCE CONSTRUCTION 5�' / 0 \ \ ' -.,,� �` \jjb JQ/ / / r PROPOSED . i Q. 7 c� 0 1 .O r� / ( DETAILS - SITE. �� / z .•0p 1 12-INCH AREA DRAIN \ 10-INCH PVC LINE ®:` ® r SCOTT, SHERWOOD AND uu ��- . "�' Q ►� /�`� 5,786.2o Sf. REFERENCE MEP PLANS 1 I t 3 „�', BRINDLEY FOUNDATIONS 777 i/�/n �j 1 Uj ACCESSIBLE DAMP TYPE 1 ♦ �".�� z , - J / 8-INCH WASTEWATER LINE r r ., co .• / ` / � � 1� 1 REFERENCE CONSTRUCTION ♦ 1 --- `_ o PROPOSED 24-INCH STORM LINE `7' . r- c� / 0 1 LIMIT OF ��r, - �- O rn �\. '� �„� � 1 DETAILS -SITE. � '. REFERENCE MEP PLANS 1 v RAISED ISLAND (TYP. �\ `R ,o o. J �`' / i �`1 \ \ a \� LOT 1 BLOCK 1 ) � � `� ;� / � • . �. N � . 1 00 \ 1 � ` y - RACK! 10-INCH STORM LINE \SCOTT & WHITE HOSPITAL 8 BIKE RAC �, \ 1 REF. CONSTRUCTION ♦` ♦®�� STATION, / 1 y " 10-INCH PVC LINE REFERENCE MEP PL�►NS 1 °��G u3 ✓� `R2 ,90 j. - DETAILS SITE. 1 , os \ PROPOSED 5-FOOT CURB INLET co �� / o / 1 ♦ 5' CONCRETE SIDEWALK (TYP.). 1 p �c^ce _ .. \ Q� / ► CANOPY 14' MIN. REFERENCE CONSTRUCTION ��F� / RIBBON CURB (TYP.) ' .. 1 _ 1 \ PROPOSED 18-INCH STORM LINE o ACCESSIBLE RAMP TYPE 1 REF. CONSTRUCTION o'..-. VERTICAL CLEARANCI_ DETAILS -- SITE \ REFERENCE CONSTRUCTION / o /- 0 0 FIRE HYDRANT DETAILS - SITE. o jet \ PROPOSED 24--INCH STORM LINE oo, '�• �y o PROPOSED MONOLITHIC CURB TYP. " DETAILS SITE. �► ( ) \ 1 12-INCH STORM LINE REFERENCE CONSTRUCTION 1 TEXAS REGISTRATION #F-2966 FIRE HYDRANT PROPOSED. � � - � -o oo. oo � k � _ `y � DETAILS -- 2705 BEE GAVE ROAD SUITE 300 \ o � � ;,,i / PROPOSED CROSSWALK SITE \ 1 REF. SUBDIVISION PLANS 10-FOOT CURB INLET u? / �`� PROPOSED �,. m AUSTIN, TEXAS 78746 / d REFERENCE CONSTRUCTION � •�'�� 1 / �►// 6-INCH WASTEWATER LINE REFERENCE MEP PLANS - � � g � d � DETAILS SITE 12--INCH AREA DRAIN ♦ � �t. ,•r, <:; , 1 \ PROPOSED 24-INCH STORM . PLUG / 0' /. / / "� , sc;af,e `, \ °"'/ � \ �,,♦ ,�,.,,� • � 10 CURB TRANSIT"ION � 1 m©oN • nrtAYORAs G \ / Q \ 8-INCH WASTEWATER LINE �� jf REFERENCE CONSTRUCTION \ 1 MONOLITHIC CURB / ti ® `# ARCHITECTS, INC: REFERENCE CONSTRUCTION PROPOSED 24-INCH STORM LINE PROPOSED .�.�"'� DETAILS -SITE LOT 1 �1 ' DETAILS SITE. : • " � ' � • 1 / \ 30-INCH STORM LINE s BLOCK 1 9 N 8--INCH WASTEWATER LINE r // ♦�° •O �4 y RIBBON CURB (TYP.) 1 PROPOSED 3 X7 STORM � � ,a„N. REFERENCE CONSTRUCTION \ SC WHITE WHITE HEALTHCARE :J �1- \ DETAILS -- SITE. SUBDIVISION 1 _ 12-INCH WATER LINE / JUNC I ION BOX -o TE. \ \ . I / ♦/ VW 10179, PG. 50 1 \ \ \ y ®% `\'\ r. o ,® o• 6-INCH WASTEWATER LINE REFERENCE MEP PLANS O.R.B.C.T. 1 OWNER: 1 SCOTT &WHITE MEMORIAL STOPS (TYP.) 'sue 25.0 ti 1°� 10 INCH PVC LINE REFERENCE MEP PLANS , 404 238-8982 qix\ �\ \ 23 PUBLIC ACCESS EASEMENT 4 L /o .♦`'i REFERENCE CONSTRUCTION %�• I 10' CURB TRANSITION HOSPITAL \ 1 2400 S.31ST STREET �' VOL. 10179, PG. 50 DETAILS -SITE. \ .w 1 TEMPLE, TEXAS 76508 �. 0 �, ♦\ '' �-./ I V \ REFERENCE CONSTRUCTION LOT BLOCK 1 F F E 3 0 0.0 0' O.R.B.C.T. / �' / ♦// DETAILS SITE SCOTT & �2 AC HEALTHCARE 1 ENGINEER:" , ♦ � RIBBON CURB (TYP.) 0�1-' �' SUB"", UB" ON ACCESSIBLE RAMP TYPE 1 1 Mo p�.�/ .0 VOL_ 1017C. so JOEL R. BOCK, P.E. #98441 CONSTRUCTION \ J ♦ ♦ ACID NEUTRALIZATION TANK o.P.R.e.c. REFERENCE CONSTRUCTION WASTEWATER MANHOLE / DETAILS -- SITE. \ , '\ DETAILS - SITE. 1 512-314.3100 �' / 2 1 \ ♦ 6-INCH PVC LINE REFERENCE MEP PLANS 1 JACOBS ENGINEERING ��\� \ FIRE HYDRANT `Z d r' o 2705 BEE CAVE ROAD, SUITE 300 \. \ r' S N� _.. :J °' _ 5 CONCRETE SIDEWALK TYP.. AUSTIN TEXAS 78746 i / PROPOSED 5 FOOT CURB INLET p \ 8 INCH PVC LINE REFERENCE MEP PLANS \ ( ) 1 o,. 1 d d REFERENCE CONSTRUCTION /' \ 5 CONCRETE SIDEWALK (TYP. DETAILS SITE 1 SCOTT & WHITE SITE - 37.12 ACRES \ \ �'e, .� \ / ♦ '` PROPOSED 18-INCH STORM LINE L'� �' TW 300.50 REFERENCE CONSTRUCTION \ \ \ \` ; s \ o / ♦ ! PROPOSED 24-INCH STORM LINE ♦ IFS 296.75 \ ♦ DETAILS -- SITE \ \ 1 ZONING PDD - ORDINANCE #2010-3300 .,.,; I ♦ TW 300.50 12-INCH WATER LINE \oo, / ♦ �,, �- -- • 't '' trIti SUMP PUMP \ 1 � : -� o ` PROPOSED 18-INCH STORM LINE - - a� ♦♦� - :. I� r I `ire �if_e ' -S 297.00 °._ v ` ACCESSIBLE PARKING t � a - \N'0 PROPOSED 1 O-FOOT CURB INLET be ,wit ��1 .;t fat 3�IgI1 \ 6-INCH WASTEWATER LINE REFERENCE MEP PLANS REFERENCE CONSTRUCTION \ \ \ = �. a�, ` "• \ e ACCESSIBLE RAMP TYPE 1il lr : tip l'� 29 \ _ DETAILS SITE (TYP.) \� oo d TW 300.50 6 INCH PVC LINE REFERENCE MEP PLANS ,\ \ ♦ � 3.00 REFERENCE CONSTRUCTION Ilf�. _ \\ \ e O DETAILS SITE. 12- INCH PVC LINE REFERENCE MEP PLANS FIRE HYDRANT MON01_ITHIC CURB \.A 2 WASTEWATER MANHOLE ♦ ♦ `Z MONOLITHIC CURB PROPOSED CROSSWALK ♦ ,Y \ ISSUED FOR REVISION DATE REFERENCE CONSTRUCTION \ - D�• \ o ♦ �� e FIRE DEPARTMENT CONNECTION \ ? Jp, REFERENCE CONSTRUCTION e4 �` y REFERENCE CONSTRUCTION DETAILS SITE. - ? �� DETAILS - SITE ♦� DETAILS - SITE. ISSUED FOR ASI06 08/10/2012 . N 1 �� \ MONOLITHIC CURB o � ' \ ® ♦ + REFERENCE CONSTRUCTION •° ISSUED FOR AS] 29 0111512013 ® ��' CONCRETE RETAINING WALL TO. . \ �\ DETAILS - SITE. ;. ISSUED FOR AS] 30 01/24/2013 \ �` �` \' \ `\ w� \\ \� �� d,� ♦♦♦ , ®�,� 8-INCH WASTEWATER LINE BE CONSTRUCTED PER PLANS \o d �k. d \ TO BE PREPARED BY OTHERS 1 li ft Itt r�l'fiI ��, • R3.00' l \ / �� ®�,ti ® °s RAISED ISLAND i t f.` .n ,. •� 8-INCH WASTEWATER LINE . `� d LAD (TYP.} l � ® \ 00's� v PROP( "Ck ' Z-IN LINE o d rj' \ �. Q 1 ,p 'A, �' \ ;.�,;C�iri' Irr::€}, for CONCRETE SIDEWALK \ O �l REFERENCE MEP PLANS FOR a r t ; rW l� A, N REFERENCE CONSTRUCTION �P�4. l N \ :.�j \ `' \ -,� .� ®"'�Q' ,�, \ GREASE INTERCEPTOR DETAILS SITE � w, � ' \ , o � � ' \ \ 6 FIRE LINE CONNECTION �s-- 0 ' \,. '`� d �oQ, ®°� �'� 'L�`J \ 8" FIRE DEPARTMENT CONNECTION �, \ µ ..�� , �o n ♦ 1 D \ J ® �► J 0 , ICI In � ACCESSIBLE RAMP TYPE 1 � ® � � d D REFERENCE CONSTRUCTION \� 9 ho ♦ \ 8-INCH WASTEWATER LINE ®® ® , �� TRASH COMPACTOR & DUMPSTER DETAILS =SITE. '�'\ \ I ♦ r�.• �� o CONFIGURATION OF PAD AND -R3.00 \ 25.0 ' �.♦ ♦d J 1 25.oO .� _ \\ 'oo, BOLLARDS TO BE COORDINATED WITH N WASTEWATER MANHOLE \ FIRE LANE ® \ Y 0 ♦ ♦�' 9 SANITARIAN PRIOR TO CONSTRUCTION 0 R25.00' �� \ d J \ 6 6t \ Ref. ST l' w t _ PROPOSED 24-INCH STORM LINE�i 2 t \ W ' \ � sI�tCI'I att�t.�;I�led to - ♦ r' ♦ \ PROPOSED 10-INC ST H ORM LINE " 1 PROPOSED 10--FOOT CURB INLET i2 INCH WATER LINE .: \ �,, ♦ 6� o �• RF1 for revisions ��< '�`� ® ®� d 4" WATER METER � � ` \ � �9� 297 � b / trash compactor and LOT 1 BLOCK 3 \ \ '��, 4' WIDE CONCRETE FLUME `L \ '�:. g' d♦ d® � 0 � r CUP � p o! / 4 REFERENCE CONSTRUCTION \ ♦ ® ' r \ v � -__ 1 d f E other modifications to SCOTT & WHITE HEALTHCARE \ cN , � � ._._-.-•\�-..__. ___ _ '� � .._! SUBDIVISION ` \ DETAILS -DRAINAGE. \ T \ ,� d FFE 284.00 / � --- ♦ rr ! surrounding VOL. 10179, PG. 50 \ \ \ _._ - y. r' "- ♦ J �9 CONCRETE TtSFORMER R� \ - _._ ! R .0�. 10 15' 30' 60' O.R.B.C.T. \ \ WASTEWATER MANHOLE o \ l $ ,0. I �� \ d♦ ♦d 2� �o -INCH WATER LINE RAMP PAD 28 X11 o.OQ oo --- _ \, I N 1 1 REF. ELECTRICAL 1 ' I\ rl:. O• \ \ ♦ 10-INCH FIRE LINE \ = !� ! A ' 1~ £ 246,53 SCALE: 1" = 30' LEGEND ./ ♦ C-A 1 �Q ' ,, . ' a. d TW 299.50 \ GENERAL NOTES: a7 �'�\ ♦ �O FS 284.00 PROPERTY BOUNgARY d d TRASH COMPACTOR &DUMPSTER \ 9s3 I= xI° Ilr t °o. `' o� ® ��++ g 61 ^(�....... TF 1 V 1. A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY. '-' "` \ � � ''�_� ' ifiC�ti�:31`-f,,� '°•`I '� `� CONFIGURATION OF r m � � •� P . -� � � � � N PAD \ MONOLITHIC CURB (TYP. ;,��r !It � C.,rL� � �.-'� � 1 �..• ••.,•ss�� .. r di to c�-�ITn, BOLLARDS TO BE COORDINATE I ) 2. ADEQUATE BARRIERS BETWEEN ALL VEHICULAR USE AREAS AND - - - - - - - - - EASEMENT OR SETBACK � \' " ..� . ��. D WITH REFERENCE CONSTRUCTION , � ,. _ ,, \ ` t� S \ % i ri Q / '\ rn t- t ...� �. (- SANITARIAN PRIOR TO CONSTRUCTION , p....:..........................a ADJACENT LANDSCAPE AREAS, SUCH AS A 6" CONCRETE CURB ARE . . . . . . �9 o w DETAILS - SITE. I �,. ' ACCESSIBLE ROUTE e d 1S -9 M , °:, BULK OXYGEN PAD f 1511 % JOEL R. aocK e REQUIRED. � \ ►ri \ p � � �., � \ , _ ,� CURB AND GUTTER \ \ d q,� l=,t e .,1 �K CONCRETE TRANSFORMER..yt REF. PLUMBING SGH DD.E /...............................� 3. REFERENCE GENERAL NOTES SHEETS FOR SITE PLAN NOTES. FIRE HYDRANT `L `_ , 1�It aC' 6 : '' tt 9>3441 ' w 6 \ ♦ Em PAD 9.5 X3i . � �41y, PAD ENCLOSED WITH T f. tt I-. ke' 4s and 1 0 . • � > ♦\ cp z:JIl aril# t b4° \ . MONOLm uc cuR6 REF. ELECTRICAL 4 BLOCK & METAL FE R en �i Fss.........G� 4. ALL DIMENSIONS ARE TO �E OF CURB UNLESS OTHERWISE NOTED. ® `� °� � "FI �� ICI�S $C � `;°; / �► / O ).00 . ARCHITECTURAL DRA'� 1&' ; }Ilrllr ��\,s�L��`�� 5. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO ACCESSIBLE RAMP ♦ CONCRETE GENERATOR POURING CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS �j •..:. :_:-'.:�' ,.� r� � `''... O• ,1, ... 3 SLOPES ARE NO GREATER THAN 2% AND RUNNING SLOPES ARE NO • BOLLARD PAD 11 X24 . 2 , v' _ KEY PLAN: o _ GREATER THAN 5%. IF ANY DISCREPANCY ARISES, CONTRACTOR SHAD_ . r °� r REF. ELECTRICAL _ �• VOL. RETAINING WALL , / � `ti `L tk .. S1?;:•'•: '• •, ,� , . `b :. CONTACT ENGINEER FOR SOLUTION, PRIOR TO CASTING CONCRETE. `b • •:-'•'•'•'• ' ' ' `y -- ' • ... .... ..... � VEGETATEG' ,. . s ::.... ..... .. VEGETATED SCREEN .. '. PROPOSED 10-FOOT 0o STORM SEWER MANHOLE 2 RIBBON CURB •. .•.•.•.• •.• .•.•. •.•�:•.•. � L ..•.• ``�., , ,�. CURB INLET 6. CONTRACTOR TO INSTALL TRUNCATED DOME A EACH LOCATION\ + SCREENWALL TE PAVERS AT WHERE THE SIDEWALK INTERSECTS THE DRIVEWAYS OR PUBLIC �'ww WASTEWATER UNE REFERENCE PER DETAIL TW 297.5Q :_._ PER DETAIL'- PROPOSED 18-INCH STORM LINE . �. CONSTRUCT"ION :. RIGHT-OF-WAYS PER DETAIL PROVIDED. CO PROPOSED WASTEWATER MANHOLE 4\ ;. + z: �" DETAILS - SITE y i m ��a,'., s TW 304.00 . 2 7. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND � EXISTING WASTEWATER MANHOLE - r' `:: '.: • . F� , ;_�" =' fitr y APPURTENANCES AS CALLED OUT ON THE APPROVED SITE PLAN.. MONOLITHIC CURB! r:::' s 9 W OHU EXISTING OVERHEAD UTILITY : • ' 5 "...; n., p TW 297.50 at I�r..lkl � �� REFERENCE CONSTRUCTION "'� " ° � •' �"' • � � FS 285.25' TW 298.50 ---' �H. � B 8. MINIMUM VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS - k - EXISTING UTILITY POLE VEGETATED SCREENWALL •:_ 16 \\ \ DETAILS - SITE. �. - z SHALL BE 14'-0'. o PER DETAIL TW 293.00':: _.. ,Ego J�� : FS 284.50 rI C \ C� � WASTEWATER CLEAN OUT � _. ...•..: --- _ s \ c , fa O. 9. PEDESTRIAN WALKWAYS WITHIN PARKING LOT AREAS SHALL BE CLEARLY CO C' � .A G�e �s:':`'�r'�.•.�.: .��•: N 13ETE'._aL.4r��D 1-1EA��, < ,� �.,..�.•.�,.•.•...•:_.•:-::a�:�;:•. PROPOSED T C �r DESIGNATED USING STAMPED DYED CONCRETE PATTERN WITH AN FIRE HYDRANT \ . ?� .,, , -� REN H` DRAIN _ REF. SUBDIVISION PLANS ` s? 289 INTEGRAL COLOR PER SITE CONSTRUCTION DETAIL. \ . -' '� - WATER VALVE \ �/ r 8 ;`WATER METER 10. SCOTT AND WHILE HEALTHCARE SUBDIVISION PLAT LIES WITHIN THE P' CONC ET ' :: '-' - P 50 R E FUEL PAD 8 X29 ,,t _ RAREFY WATER IMPACT FEE AREA. wLWATER LINE �° � '•'•'• -•� � ` � `' � � - QG• �1 REF. PLUBMING SCHEDULE:-'' 11. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE wL-¢.. FIRE HYDRANT ASSEMBLY. SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM 0 �� '' y°'" '�'""' 2 QJ• li: .,. ;, . ,•, ' �--, �� r-�''-- �sr}r NEXT DRIVEWAY 1 DRAWING TITLE T TRANSFORMER .s, n ' ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET _ 239.64 OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE \ \ 8 BOLLARD 1 _ $30 " - EXISTING CONTOUR \ REF. CONSTRUCTION �.--'ram' '' =`� TIE INTO EXIST. SITE PLAN "�" GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING __ _ _ aso PROPOSED CONTOUR \�i °III lr rilsrl r`'- +' �` = ---' ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. h DETAILS SITE �' v el its y pRiVE 12-INCH WATER LINE 1 tM t,tt'•, LAKEWA STORM DRAIN JUNCTION eQx 10-INCH STORM LINE � -�' tl-ansf t OW1 - REF. SUBDIVISION PLANS 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF I-,I°,11 ar.tr I£t € /�i Y" t80 R o SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT ■ DRAINAGE INLET /� / I G p s�t ,. € �B I " / -"" f 1 JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO 24-INCH STORM LINE Q /�� -„ � - 8�--- _ 10-FOOT CURB INLET c� FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES ®. CURB INLET _ -- - 1 F8W96852 11161 P \'I -f \: _ _ REF. SUBDIVISION PLANS WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF 0 G M p0 _ -- g,7 STORM SEWER LINE �d, 2 6 I��<.. ref 1l`€.E�1 .1 g. 3 A LIGHT DOES NOT CROSS ANY PROPERTY_ LINE. \ \ 0 �' `` "" �� 1 w DRAWING NUMBER .. «..A... .,.. FIRE LANE MARKINGS L--- z r Lit Ir, r 13. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE \ �� r CANOPY E-'' L1� CITY'S ISOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM, Y 1 , tti cis-��' CS1 06 Q ..� STORM DRAIN MANHOLE SUPPLY THE EQUIVALENT PROTECTION. AS THE AMPRO USA, LL562 �� / ��.0�� - 12-INCH WATER LINE REF. SUBDIVISION PLANS ' 1 � LOCKING LID. ALTERNATE LOCKABLE UDS SHALL BE APPROVED BY CROSSWALK y \ / 60 �r 12-INCH WASTEWATER THE COLLEGE STATION UTI.LI11ES DIRECTOR OR HIS DESIGNEE. �� ' �5= REF. SUBDIVISION PLANS .p REF. SUBDIVISION PLANS 1 ... ..... _ \ \ �t�Z� i STORM DRAIN MANHOLE 2 CONCRETE ELECTRICAL RISER FIRE HYDRANT WASTEWATER MANHOLE 1 14. BUILDING PLOT IS LOT 1 BLOCK 1 OF THE SCOTT & WHITE VEGETATED DRIVE / PRINT DATE HEALTHCARE suaDmsl©N. \ REF. S PAD 10 X10 -REF. ELECTRICAL REF. SUBDIVISION PLANS REF. SUBDIVISION PLANS \\ 1 ,/'�� / UBDIVISION PLANS _ MAY 13, 2011 k ,�� ' � � SomPUILT .4 3 A.�% �ti'y .at` � 10 9 8 7 0 5 4 3 2 1 MATCHLINE - CS105 MATCHLINE - CS105 w a s ease e� eaa .raa m ens eau enu era aa� on eam aa®u asaa ere m on m �. a� m seas m m m am m ens Fl name n= ®es, tees aaeas ee!e eaade ereu erg aeau eetiti _ seal aaeea t� eaus ee erat c^�. era �rw �n .emu*+,- e� sae ,mot eel as� m®� aTs rem ant .:n a saw eye era a ees w� a r� *te �� RIBBON CURB ACCESSIBLE RAMP TYPE 1 '�`a s� — -r �' O� �,a. REF. CO `s _ �.. e e oo, �' ` 5 CONCRETE SIDEWALK TYP.. ♦ .., r.: NSTRUCTlON s REFERENCE CONSTRUC110N o. '� L { ) MONOLITHIC CURB TYP. r 1 Q1 3 ® , ♦ { ) �, SCOTT & WHITE MEMORIAL a DETAILS - SITE,. +` DETAILS - SITE. � �. ® ��' REFERENCE CONSTRUCTION � REFERENCE CONSTRUCTION Nor s 1 �� . 1 L 3 e ♦.. R3.00 �°` DETAILS SITE,''° ; . �., �.4 HOSPITAL � ry ,� d p� � \ � DETAILS -SITE. �n � . �: ,,.rig _ ' I ' ♦ ♦ '� O (r(P.) V_ .o 1 = SCOTT, SHERWOOD AND PROPOSED 10 CURB INLET � O ♦ � s.m � 3p k`j BRINDLEY FOUNDATIONS uu I 10' CURB TRANSITION '`%' 1 � � � 0 i PROPOSED C -- g' � � . � a � i 2-INCH WATER LINE Sop o - (� i PROPOSED 18-INCH STORM LINE %�-. ` O ,. �• � ,. jr , . . w REFERENCE CONSTRUCTION -�' 5' CURB INLET ,. •• ' ` I I ,�� - � ;DETAILS SITE - �� PROPOSED �6 � RAISED MEDIAN 1 O I ®I ,� r • o. e 3'X8' RCBC PROPOSED 3'X8' STORM JUNCTION BOX -- - J \ • I ,K` _ Gj I �- C�� --.•_.,, , .. '�: DELTA-74'i�• ��'®- , o . — 741.Ofi ITT HIT HOSPITAL 9 I © R3.0D �--� L !15 COMMON AREA o 2 �-- CB@N43'44Y0'E PROPOSED _ :1 ♦ o e •o e OQ o ♦ cN=140.70• � • E:Y �- o, e 5• o VOL. PG. MONOLITHIC CURB TYP. �. �' , 12-INCH AREA DRAIN 97 L , . A ' .o e s ( ) ♦ COLS, STATION,T :: FIRE LANE f - -_� } I J °sue O.R.B.C.T. DETAILS CONSTRUCTION •As, o IHos TAL \ ;' . 4 '� __ e `� \ AILS SITE. �'► s,PROPOSED 3 XI3 .RCBC :..J� 1 _ e , op op oA y ti s 2 8 BOLLARDS FOR DELINEATION r��- o ♦ iAp CUR♦ , s :J ryPROPOSED 5 B INLET 1 0. �6 •o y, "♦ o OF AE RIAL FIRE LANE. REF. ACCESSIBLE PARKING RAISED MEDIAN To. a CONSTRUCTION DETAILS. - SITE. ......'....._. z, •o -,.v .v; � �� MONOLITHIC CURB TYP. • 97 6. '� REFERENCE CONSTRUCTION _ _ o o ( ) 1 --- --- R ZOD C p TEXAS REGISTRATIONF-2966 EFERENCE CONSTRUCTION R O 1 O 9 25 18 DETAILS -SITE (TYP.) i ♦ O• °';� `-`- o ��ii`-" DETAILS - .SITE. �, , 2705 BEE CAVE ROAD, SUITE 300 M NOLITHIC CURB (TYP.) ry _ �� AUS'fiN TEXAS 78748 1 REFERENCE CONSTRUCTION • 7 - �. _ _ 18-INCH STORM LINE r4; s • s J DETAILS -SITE. ;:::::;::'•Q :;:;: { \: I l WHEEL STOPS (TYP.) \ rl,Qr: I _ ® REFERENCE CONSTRUCTION 4' WIDE CONCRETE FLUME. �, 0 �± 1 MONOLITHIC CURB (TYP.} �' mooN • mAYORAs V PROPOSED 12-STORM LINE 0 DETAILS -- SITE. / REFERENCE CONSTRUCTION REFERENCE CONSTRUCTION G 1 \ `� - ® o DETAILS - DRAINAGE. o' - % x C E ECTS � DETAILS AR >� T 7 o \ SITE. PROPOSED 12-•INCH AREA DRAIN FI R10,Op ' RE HY `L ' I RANT PROPOSED 10-INCH STORM LINE _ \ _, moo ,� 6 ��5 �� INCH STORM LINE PROPOSED PROPOSED 18 1 5' CONCRETE;. TIE INTO EXISTING SIDEWALK (TYP.). 1 -INCH STORM LINE REFERENCE CONSTRUCTION .:�`...... .. j.. 1• • 7 ' 22 / 3.00' °�' .l - �� ti 2'1� REF. SUBDIVISION PLANS / 1 DETAILS -SITE :;: �::;:;:;: PROPOSED 18-INCH 6 — --_ • L `Z i � _ � ..•.•.•...,. ti � / SCOTT R WHITE MEMORIAL - t'C� / PROPOSED � , -. a:::= I 7.31 STORM LINE O / 10' CURB INLET _ - 5' CONCRETE SIDEWALK 484-238-8982 1 CANOPY 14 MIN. �.,.� .: , - -- -_ _ � . f . ... 2g I"��f. �.t.r�� l �....cl g.. •-.•.•.•.L•.•.�'.•.: _ �...... �_ � /a' ,r> '1 TRANSITIONS INTO EXISTING ti 2�00 S. 315T STREET 1 VERTICAL CLEARANCE adal ,r , 1 -; 2 RIBBON CURB FOR AERIAL `� PPE 2S0,0O , / - sl� ti�h fn r ' :•:•:-:•:.:�, _ .o o g;. CONCRETE SIDEWALK. REFERENCE / `� TEMPLE, TEXAS 76508 prep=.aa,.l 1 -- ACCESS FIRE LANE. REF. :J 1 n ' f CONSTRUCTION DETAILS - SITE. CONSTRUCTION DETAILS SITE pave rnent 2-8 BOLLARD ,,;z --- ' • ,• ENGINEER: S FOR DELINEATION �� ;-,,<_�,,.. m _ o, changesOF AERIAL FIRE LANE. REF, _ � .. •.-::: ' ••-• ' \\ \ 7 ,8 `� ------ �'� . - 38 : -,� . ,-„� �..., °�. .... .. p ----- oo,, - ,��.•.� � ROCK .RIP -RAP FIRE HYDRANT ,��, yo�% JOEL R. BOCK, P.E. #98441 ��I 'ance FIt; CON- TRLI.CTION DETAILS -• SITE. I ;.;. ... VOL, •F -� PROPOSED n = p -INCH STORM LINE PSQ� 512-314-3100 • .DECO T '•.:.: ' • I ,•\ •---f •_._,• I REF. SUBDIVISION PLANS ��• -' 4�' i JACOBS ENGINEERING P 1 - ` N AMINATION TANK ! \ `�wr? / 2705 BEE CAVE ROAD, SUITE 300 F I \. _ PROPOSED � Q g AUSTIN, TEXAS 78746 1 h• r _ CONCRETE HEADWALL 1 ;M MOry.OLITHIC CURB (TYP.) 1 / p�\•��0;1 / / REFERENCE CONSTRUCTION L - PROPOSED CONCRETE y�� ,`��i / SCOTT 8a WHITE SITE - 37.12 ACRES e E441 • DETAILS -- SITE. I SLOPED HEADWA � a Doweled or cations fir I � j LL G� / ��% G� / I \ � -- p. / S ZONING - PDD -ORDINANCE 2010-3300 -3djauarrt pave men-ts. TE.g �,� PROPOSED I 1 , \ - ' PROPOSED .. � I � LOT 1_ --- � P � `iut fill rr :? 12-INCH STORM LINE 1 I / - __ ___ - �- f 18-INCH STORM LINE • � � BLOCK 1 O`TT WHITE HEA TFHC E �' SUBDIVISION �• I dn i V 10179, PG. 50 ,� ♦ i ♦ �� ti REFERENCE HELIPAD LAYOUT / PLAN SHEET FOR DETAILS OF 8-INCH WASTEWATER e ` o ` ♦ o \ / HELIPAD STRIPING AND FENCING % REF. SUBDIVISION PLANS e e �.__ N , � / 1/1 ISSUED FOR REVISION .DATE , ZROCK RIP -RAP -- .o ISSUED FOR ASI Q6 08h0/2012 ®®e R3 00' +. 00 '� ' PROPOSED 30-•INCH STORM LINE � G� / � / LOT 1 IssuED FORAsl2s avls/2o13 �" �� , , . MONOLITHIC CURB (TYP.)Y - ° ' BLOCK 6 e `�� '' 12-INCH WATER LINE REFERENCE CONSTRUCTION , ` 10 CONCRETE SIDEWALK l / SCOTT & WHITE HEALTHCARE ISSUED FOR ASI30 01124/2013 ;. DETAILS - SITE. �; r%Y. 10--FOOT CURB SUBDIVISION REFERENCE CONSTRUCTION / UR INLET i x ti VOL. 10179, PG. 50 �- ®e�2 s,��/ ♦ •o =' / `DETAILS -- SITE / / l REF. SUBDIVISION PLANS '�0� o o% ♦ REFERENCE WATER QUALITY POND / / O.R.B:C.T. ti• �. es► o�`L , o� ® $�O ;� ♦ SHEETS FOR ADDITIONAL INFORMATION /. a, ®1 h0 `�� 4 1-2-INCH WATER LINE W.0 � 'L�' ♦ / ,� � � � , -.N`� �� REF. SUBDIVISION PLANS O �•O 1 e e `� l 1 COMMON AREA '�/ D .o i -.--_ _ i / -,_SCOTT & WHITE HEALTHCARE I �- o.ee - .._' _ FIRE HYDRANT 1 i 1 `�-SUBDIVISION ' ". �- �rz; �� \ \ N e e � ' VOL. 10 T79,-70. 50 °';fit 1 �.R.B.C.T. PROPOSED o i e� � ® 18--INCH .STORM LINE � \ I � 130, \ / s�" e I0,•O1 \ 295 J ti�o�y�` LEGEND 1 PROPOSED STORM s `� ® \�� , � ^� \ � s �� O - -- PROPERTY BOUNDARY 1 DRAIN MANHOLE ee �O � _ _._ w - � ► ~ \ Q, - - - - - - - - EASEMENT OR SETBACK , , PONDg / \ N 0 15 30 60 PROPOSED 18-INCH STORM LINE � � 1 •ss P P SED � = � � - ACCESSIBLE ROUTE — - -- /' 1 / 1 s -INCH STORM LI E PROPOSED 10 CURB INLET PPE 280.0 / <s reduces,, the Width of thi o � / � � 090 0 � CURB AND GUTTER SCALE: 1" = 30' c t t:Ir�s par kin; {,dal _ �- ° 0 `', , PROPOSED in -INCH STORM LINE \ island .✓ �+ _ 1 � ,�� GF�IERAL NOTES. MONOLITHIC CURB ,,,,•''��`��►w n isl �.nd from U to ,'Y �: hilt �� _ � -- �\ / � '(ti... F 7.. \� V s-�chlevin IanF widths offq � � PROP05ED 3 X7 STORM JUNCTION BOX approximately'! 1:i `�' \ r� 1. A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY. ACCESSIBLE RAMP t�; •. 1 25•00'. °�� 1 tip' PROPOSED / / 2. ADEQUATE BARRIERS BETWEEN ALL, VEHICULAR USE AREAS,AND ADJACENT LANDSCAPE BOLLARD *s.....................i*.� PRO 30•-INCH STORM LINE �. AREAS, SUCH AS A 6" CONCRETE CURB ARE REQUIRED. RETAINING WALL �` JOEL R. BOCK d {r r N X, ,# POSED AT ,/....:.....................:....o . d g �► ! 3. REFERENCE GENERAL NOTES SHEETS FOR SITE PLAN NOTES. STORM SEWER MANHOLE �I90:.. 98441 ;•'��j � 2° O ® O \ / It ,�. •.<� • �a.� W� WASTEWATER LINE Nw'' �! 4. ALL DIMENSIONS ARE TO FACE OFJB@ UNLESS OTHERWISE NOTED. (�hs�oNA►. .�.. ni 2 !" �, _ CO PROPOSED WASTEWATER MANHOLE � -- � •\ � x 5. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY, SLOPES PRIOR TO POURING 1 q o y CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER ® EXISTING WASTEWATER MANHOLE ``► . D, a► \ \ \'\ / �� THAN 2% AND RUNNING SLOPES ARE NO GREATER THAN 5%. IF ANY DISCREPANCY OHU EXISTING OVERHEAD UTILITY KEY PLAN: �1 `*► ."' �9 \ t f ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION, PRIOR TO CASTING r r� C� o \ GRASS 40 X6 DEEP EMERGENCY / coNCREiE. - EXISTING UTILITY POLE o ) PROPOSE 18--INCH ,.,,... � � _ `--- - • \ \ OVERFLOW FL 288.50 � � ,f � � co N M w STORM LIN C �0 .j� �9` ` e � � m. N � .� � 6. CONTRACTOR TO INSTALL TRUNCATED. DOME PAVERS AT EACH LOCATION WHERE THE WASTEWATER CLEAN OUT r „ , J . s MONOLITHIC CURB TYP. \ SIDEWALK INTERSECTS THE DRIVEWAYS OR PUBLIC RIGHT-OF-WAYS PER DETAIL Ir >,h-d fo _ _ _ +�;1 ."'. i �A ( ) , \ / / l� PROVIDED. FIRE HYDRANT j .p REFERENCE CONS (RUCTION �� O 2� / � . / WATER VALVE 95 DETAILS SITE. 5 / 7. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND APPURTENANCES AS 290 \ �\ / 6M WATER METER �` �ctar, 29r 2�6 CALLED OUT ON THE APPROVED SITE PLAN. i 4 :. ,.lt fi .." — 2 \•` 77\_ ^ , v 2j \ /��yo WLWATER LINE J�- 1. s B . m j a�• , B. MINIMUM VERTICAL CLEARANCE FOR FIRE DEPAITTMENT ACCESS POINTS SHALL BE h PRO 0 --� % ems• W� FIRE HYDRANT ASSEMBLY P SED 3 X7 2 �� 14 -o . PROPOSED TRENCH DRAIN - a ,io;t STORM JUNCTION BOX TRANSFORMER 9. PEDESTRIAN WALKWAYS WITHIN PARKING LOT AREAS 'SHALL BE CLEARLY DESIGNATED USING STAMPED DYED CONCRETE PATTERN WITH AN INTEGRAL COLOR, PER SITE J �sso EXISTING CONTOUR CONSTRUCTION DETAIL 830 -�" PROPOSED CONTOUR 10. SCOTT AND WHITE HEALTHCARE SUBDIVISION PLAT LIES WITHIN THE HARLEY WATER �] STORM DRAIN JUNCTION BOX IMPACT FEE AREA. 1 s.: - � `�iZt \ '�=':•:•:. `tea 11 BE SCREENED DRAINAGE INLET DIVAN '=.. -� \ -� / ,{� ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHAIJ_ 1 CE-T ~=" --- '` ^'- - �'� '•�'`� 7M� �` \\ �� ,( FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC. ®] CURB INLET DRAWING TITLE 1 O-FOOT CURB INLET RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, STORM SEWER LINE ^` z \ \, , REF. SUBDIVISION PLANS MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE ,_ nC �! --- ` - -�_.,•`2S N COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED FIRE LANE MARKINGS SITE PLAN r 1 FIRE HYDRANT • _ ,-----�� ---._--�,'---.:._,.__� \. --,. ` �� 1 ` VAC � .\ � APPEARANCE. CANOPY AND SITE REF. SUBDIVISION PLANS 38.7, _�--_ '- '•,� ' \ _ �\\ 1 -� of ro -�`\` �' �� z1 Erb 12. _ S OF SECTION 7.10 OF FFiETHE UNIFIED DEVELOPMENT UORDINANCE. THE LIGHT SOURCE G WILL MEET THE DSHALL NOT PROJECT toy OR BUILDING BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER 1 CgKEWA -- »- \ 8 - )f�1�� \ / �I / HORIZONTALLY. FIXTURES WILL BE: MOUNTED IN SUCH A MANNER THAT THE o EXISTING TREE` F8W96852 11161 /� \_ PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 788 f 1 w 1 __ _ ._ (so, RODRIVE \��`— \ 2'D� L �VE�j�(J 7 a DRAWING NUMBER A z = W) r <2 Mzl 13. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE CTTY'S ISOLATION L-- ~ ` -'-= VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM, SUPPLY THE EQUIVALENT CROSSWALK - ~= 12--INCH WATER LINE \ / PROTECTION AS THE AMPRO USA, LL562 LOCKING tJO. ALTERNATE LOCKABLE LIDS '�' REF. SUBDIVISION: 10 1 1 - I IS(ON PLANS cg SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. WASTEWATER MANHOLE 1 = FIRE HYDRANT 1 _.`14. BUILDING PLOT IS LOT 1 BLOCK 1 OF THE SCOTT & WHITE HEALTHCARE SUBDIVISION. VEGETATED DRIVE REF. SUBDIVISION PLANS- '--�\ REF. SUBDIVISION PLANS / PRINT DATE . MAY 13, 2011 10 9 7 4. Y r "_ FACE OF CURB a SPILL GUTTER WHEN PAVEMENT X X 6 SLOPE IS AWAY FROM CURB . _-�!_ — - --- — _ eB X a--- - --- X --- X--------_ » 1 1/2" BATTER _J -- -- i___._ x ---- - x - - � u . g q x» SCOTT &_ WHITE MEMORIAL ROCK PRAIRIE RO ---__ %�, fr; g PvgHOSPITAL SCOTT, SHERWOOD AND _._ uu — CATCH GUTTER WHEN PAVEMENT H SLOPE IS TOWARD CURB i _ _~�___r'--/-- o SRINDLEY FOUNDATIONS H nj �I off a + ^dry GUTTER LINE- o TOE 0t= LEVEL •� I 1jI�s r If � —" — -._ .— _„-., _.._ .._ ., —//�//,� / /�s -___ -____..___ _ —iF SCOTT WHITE HOSPITAL 11 U3/4» R COLLEGE STATION, T «.... Z I #4 BARS , I ¢ . C NT- %/ /\ FIRE LANE MARKINGS. (TYP.) REFERENCE NOTE 1 � =� .' � ° � ; "�;. �,� ; ,.� •,, . D / , d J � THIS SHEET. i r i� #4 BARS ; Irt N ii I I TEXAS REGISTRATION #F-2966 dt D 0 24. O.C. I -- / / '' ; °J � 1 �_ � CROSSWALK (TYP.) STAMPED, I � 2705 BEE CAVE ROAD, SUITE 300 i » a / / REF E IECE RAMP TYPE 1 DYED CONCRETE. AUSTIN, TEXAS 78746 2 .• I L REFERENCE- ONSTRUCTION — — � _ �- _ REFERENCE CONSTRUCTION --.-_- _ ETAILS. SITE. �,� DETAILS - SITE. 7 1 5» .t3' // / / �`s�e I ` ` \ MOON MAYURAS ARCHITECTS, INC. STANDARD CONCRETE CURB AND GUTTED --• � �,, �� -�- =Reference R390.001 ACCESSIBLE RAMP TYPE i f // , / /,.o= N.T.S. REFERENCE CONSTRUCTION / response y ; / t� ® CROSSWALK (TYP.) - STAMPED, �s se sketch for 5"hir; ��x� Ors below. S -- SITE. Jl // / � O � � OWNER: ` ®.�. " + DYED CONCRETE.,. - / , =' bef� u di SCOTT &WHITE MEMORIAL DETAILS � I REFERENCE CONSTRUCTION r � � �: �� tl CROSSWALK (TYP.) - STAMPED, , , DETAILS -- SITE. I I 484-238-8982 J l / sty b 2400 S. 31ST STREET DYED CONCRETE. � / /. I .71.1J. / / �' o w I+: TEMPLE, TEXAS 76508 REFERENCE CONSTRUCTION z / /, ? '` / r / ACCESSIBLE RAMP TYPE 2 �.•. s,;.3 x; ( DETAILS - SITE. i / .' .. ,;« a� , / / REFERENCE CONSTRUCTION �-`. .. ,..00 : j � ,�' I ENGINEER: I / DETAILS - SRE. /..Expansion Joint � , I JOEL R. BOCK, P.E. #98441 e Q CN311 1 512-314.3100 » REFERENCE CONSTRUCTION ACCESSIBLE RAMP TYPE 2 0 I 24 / % / � / TRAFFIC MARKINGS (TYP.) JACOBS ENGINEERING \ / % REFERENCE CONSTRUCTION j 2705 BEE AVE ROAD SUITE 300 DETAILS SITE. � / � • .... .� . I f � I j C FIN. GRADE / ./ �b e DETAILS -SITE. �,' -'t AUSTIN, TEXAS 78746 RIBBON CURB SECTION \ / / / / y"•• . \ l :e C ESSIB MP TYPE 3 / j / /j . \ 0 SCOTT & WHITE SITE - 37.12 ACRES A C LE RA / / / / / , : � - � � � I j GRADE CONTROL ' �•�� I REFERENCE CONSTRUCTION / ; : ,., ;.:1.;.::::- ''> :,..::+::.."'_-�,. , l.. j '1-:-,M ZONING - PD©- ORDINANCE #2010-3300 DETAILS - SITE. ,� / ( - ,.y .; f,:.: '" • TRAFFIC MARKINGS fYP. \. x -- � CCONSTRUCTION N REFEREN E w •o � - .:,.......-• :. .::........v.•.::.•..- .:_....:-:':; : DETAILS rcn- w o a Q a - . - .- .. •, .',. .,._,-. SITE. y ACCES SIBLE RAMP TYPE 1 ACCESSIBLE RAMP TYPE 2 r REFERENCE CONSTRUCTION REFERENCE CONSTRUCTION �. � r LACCESSIBLE PARKINCSITE. •a 5iTE.STRIPING TYP. D TAILSe DETAILS fF :1. � o -ddit Rl CTI N :�- o REFERENCE CONST ✓ e - N Lt• 0 7 t D O DETAILSE. o r � Sr At f o` Y ISS UED FOR REVISION DATE I i ? I ISSUED FOR ASI a6 08/10 2 a 12 12» J! k MIN. i 0 3 FOR 1 1J15 201 ss' ISSUED S 29 J z � •jc e / r 1 / 4 BARS CONT. / 0112412013 � SPECIFIED .: w.. - ISSUED FOR ASi 30 SPE F E T L / O CROSSWALK TYP. STAMPE ` `i CONCRETE.DED R -< -d` SACCE / / SSISLE RAMP TYPE 1REFERENCE CONSTRUCTIONRIBBON CURB DETAIL DETAILS SITE REFERENCE CONSTRUCTION tit.. •t.''-.,;ry f= ® i I ;•s: S N.T.S. / ✓"f DETAILS SITE. � PARKING STRIPING 'na - .r ` / ;s CONSTRUCTION REFERENCE TR TION •e. L:I�NIC 0 5 SI TE. TE. I - L t h =3 00 r� ! �; � I• - r D `` Y•. / C 0 S LK STAMPED, R S WA TYP.•� ( I / CONCRETE. _ DYED - e / •f / f E C Q REFERENCE CONSTRUCTION �'�:' I O DETAILS — SITE. CANOPY a a C B r .1S - %� o \ 1 4 4 a - fi' 9 t - e f- lt.lw • .,i 3i , i / .:., .. ..._.-...,.,...•... HOSPITAL .. ht..r.t.,r„ ��, FIRE .LANE MARKINGS. TYP. .z - $. _ - FFE 300 t s 7- y: C Y F -I RE F REN E NOTE TE 1 .'�..." �E.r s <x; .T :§ c• 1 �? U' ti r•� THIS SHEET. 5 Q Y a: / •J rS, \�\ ACCESSIBLE PARKING r _ <• ::•,. - / - ��—�: v �..: � � . AM 0 50 100 200 - CROSSWALK (TYP.) STAMPED, S ING �� . � TRIP (TYP.). � �....�t .I ��:.,' E. - ED CONCRET DY \ REFERENCE CONSTRUCTION - REFERENCE CONSTRUCTION j �a�� •• DETAILS _'SITE. I I DAS _ SITE. /r SCALE: 1"C 100 f I / t' o I I s ., q d t •t' for � :y' 3 is {� 1. 0 •L !' 1 TRIPING TYP. / T P KING S m AR ( E F l , CA OPY / 1 C 3 N / P -f • n o E^ € s f rie�. REFERE NCE CONS7R UGTION R � s i \ DETAILS SITE.. 1 r l =:. / \ I"I„f...rr;a.v:c; i'i�i t8.:6 r3.tar.:l�€�?"n i \ - •Q \LEGEND •siRial• s e'/ d ,. ,� �• PROPOSED ACCESSIBLE �r a 1 is_ �.f � C , �m 4 �4 N i" screen rE}c ur n ��n . �t .. PARKING SPACE PA KI A a .r s• J G R •' � N L • V \ ,t _ A .► — _ _ .. FIRE E .� - IR LAN ACCESSIBLE RAMP PE 1 'rin TYP � � ICI � ? I� r ° ECONSTRUCT :r \ R REFERENCE ION - 4 Pavement :� r, � wI1t type KEY PLAN: O SITE. I� � \ i DETAILS T s � CONCRETE SIDEWALK G Y 0 Reference dravvings = , FIRE LANE MARKINGS, TYP. � CUP 6:d ��„> REFERENCE NOTE 1 = LIGHT TRAFFIC CONCRETE PFE-284 r lane markings SHED. / •• wa - REFERENCEx 0 or m e: CONSTRUCTION y: :r DETAILS -SITE FOR r. �� MEDIUM TO LIGHT TRAFFIC ,� PAVEMENT SECTIONS firs Ir markings q \ 1 ? : _ CONCRETE PAVEMENT - DI-2 ,,am PARKING STRIPING (TYP.) . -------- ;� 3� REFERENCE CONSTRUCTION �>' i ' DETAILS -SITE. a - -'__ - -- \ IF1HEAVY TRAFFIC CONCRETE .\\ --� d�-�... '� PAVEMENT - DI-3 °:: TERRACEL VEGETATED LOAD NO. 4 BARS 0 18" O.C.' EA WAY-DI-1::' .:.......... '.. -'<`:.�°� --' �-- _-_-_ � : ;::r::.:•":.:.�..�:.::'. SUPPORT — H2O LOADING NO. 4 BARS 0 18 O.C. EA WAY-DI-2 4.,',"ms11'L? LII"t1eo3to11P NO. 4 BARS 0 18" O.C. EA WAY-DI-3 \ . I Lieu `\�\` STAMPED, DYED CONCRETE DRAWING TITLE N _ » NOTES: (FOR CONCRETE PAVEMENT ONLY; CROSSWALK T - 5 (DI-1 -LIGHT DUTY) C1'III \ ® �-- •_••��•...: - ® r T = 6-(DI-2 •- MEDIUM DUTY) JOINTING AND SPACING SHOULD CONFORM TO THE AMERICAN CONCRETE INSTITUTE GUIDE FOR DESIGN Loading Support / OVERALL PAVING & a : - ' ' • . - • ,a N » AND CONSTRUCTION OF CONCRETE PARKING LOTS, ACI REPORT 330, PER GEOTECHNICAL REPORT _-:� — r STRIPING PLAN T = 7 (DI-3 - HEAVY DUTY) --- /'"/ f- PREPARED BY TERRAON. - NERAL NOTES: / \ 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 SU13GRADE / -� / / 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' F8W96852 11161 NOTES: / J'� \ / CURB IS AVAILABLE, SHALL BE MARKED WITH ONE CONTINUOUS EIGHT INCH RED STRIPE PAINTED ON THE DRIVE SURFACE BEHIND THE PARKING r DRAWING NUMBER REFERENCE GEOTECHNICAL REPORT FOR COMPACTION SPECIFICATIONS. / / \ J SPACES AND ALL ADJOINING CURBS. RED STRIPES AND CURBS 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.CS201 ALSO MEET CITY OF COLLEGE STATION MINIMUM PAVEMENT -REQUIREMENTS. / CONTRACTOR SHAD_ VERIFY PAVEMENT SECTION WITH TERRACON PRIOR TO CONSTRUCTION. / / 2. REFERENCE SIGNAGE PLAN PROVIDED BY JANKE DESIGN. CONCRETE PAVING SECTION NTS 3. REFERENCE HEI_IPAD LAYOUT PLAN SHEET FOR HEUPAD DETAILS. - - PRINT DATE MAY 13, 2011 10T! 9 8 T 6 3K A 10 9 7 4 3 Fabric Not Required on Fencing at Fielipad ,WIND ROSE DATA, L EGEND ...... ....... PROPERTY BOUNDARY EASEMEW OR CK .......... AQCESSIBLE ROUTE . . . . . . 71 '7 H MONOUTHC CURB CURB AND GUTTER 4� 4 �0 ALUMINUM PICKET RAILING Ar AWMINUM PICKff' 'N, SIGN RAILING SECURITY A m �V�INUM_ 43�, AccEssiBLIE RAmp FENCE SAFETY AREA EDGE BOLLARD 2 - NIN, 10' CONCRETE SIDEWALK 4, > REF, CONSTRUCTION DETAI 5, GE MARKING —7 �41T_. VIM", m- m FATO ED 4, orr"M"V% m_ 4 A� _M� - Ito �4 A 1. REFERENCE GENERAL NOTES SHEET FOR SITE PLAN NOTES. WARNING SIGNS. DO NOT ENTER 297.501 V ... . .. .... AV 297�50 WHEN HEUCOPTER IS PRESENT. 2. ALL DIMENSIONS ARE TO FACE OF CURe UNLESS OTHERWISE NOTED. T �.R,7277UMIIR U) TALL ALL MATERIALS AND APPURTANANCES AS SIGN TYPES AND CONSTRUCTION R G m FOR SIZE AND MOUNTING, REF. 3, _V, 3. CONTRACTOR SHALL FURNISH AND INS 0.0, S SHEET. DETAILS THI CALLED OUT ON PLANS. ALL INFORMATION IDE"FIED IS REFERENCED BACK TO FAA ADVISORY CIRCULAR FOR I i ml 'N THE LETTER "H* TO BE HELIPAD DESIGN — CHAPTER$ 4 8, `7 `0 =7 — - ------- - R X", PAWTED RED E IS 50*X50' SQUARE. 5., HEUPAO SIZ J,Uu b zs -10.0* w $4, 0 e", TOUCHDOWN AND LIFT—OFF AREA (4D*x40') 6 TLOF Z 6* Wx62.5) 7 FATO FINAL APPROACH AND TAKE —OFF AREA (61 "k FATO EDGE MARKING 4 11L_ 8. REFERENCE ELECTRICAL PLAN FOR HELIPAO UGHTING AND WINDSOCK DETAIL WINDSOCK SHALL CONFORM TO AC 1,50/5345-27 AND BE LIGHTED FOR NIGHT OPERATIONS. 0 WHITE CROSS SOLID __T /2'* SMOOTH DOWEL x 30" LONG XT 12" Sf--)P,-JNG ,JV1 N I �,tAUNG 3/4 COMPOUND AS�HALT RUBBER CONFORMING TO ASTM D-3405 -PREM " ANUFACTUPED E�PAN'SION JOINT PLATE N NA1, O'k , I �5 . , . 114 1 . . , v DE� �iEb E D, wti�,7,bt lim Rnf ion rwarkij�p are. tu>�.ihown. for �,impfl6tur; -.d 4 . ......... 3/4*' PREMOLDED EXP JT FILLER L �SE FIT 26 GAGE STEEL TVPICAU.EXPANSj0N JOINT TUBE OR HARD PLASTIC screen requirements at jOINT SEA[ -ING COMPOUND VERTICAL SNA1 CUT -;rnrter of tho, the pe�. .- 1/4' WIDE lhelip-,ad in lieLf Of fenCing 1944 0 1.1 11 NOW "wmww"� "A.1111mm"Rm Q TYPICAL _C0 N T Fn,-, L�LQILI_T ,-PAVEMENT JOINT DETAILS— NO- 3 BARS @ 18" O.C� EA AV�Y T 8 Helipadv,,arning signs to be, installed at Maximum of -!'-0" A above finished grade. 12' IYP, c VE ALERT ij DO NOT -310 9 MYER 3" GAUV. ID —3 GAILV. CONCRETE PAVINCni SECT[OiNj STEEL POLE SIEFEL POUE 3500PSI 3500 PS.1 /—pC Cr NC. D PC CONC� JOINTING AND SPACING SHOULD CONFORM TO THE AMERICAN CONCRETE INSTTTUTE GUIDE FOR DESIGN AND CONSTRUG11ON OF CONCRETE PARKING LOTS, ACI REPORT 330, PER GEOTECHNICAL REPORT PREPARED BY TERRACON FOR THIS PROJECT. 'Jill VERIFY 40INT SPACING AND REINFORCEMENT WITH GEOTECHNICAL ENGINEER PRIOR dil-7 TO CONSTRUCTION. I -I I IE d I ):;=I 1. 4 MED ON THE GEOTECHNICAL ENGINEERING LETTER PREPARED 13Y TERRACON ON j 4 AUGUST 27, 2010, LI I CONTRACTOR SHALL VERIFY PAVEMENT SECTION WITH TERRACON PRIOR TO CONSTRUCTION. SIGN S1G'1kNJ REFERENCE GEOTECHNICAL REPORT FOR COMPACTION SPECIFICATIONS. NTS NTS L- ----- I *Awft 10 9 8 7 6 AV 5 4 2 -gj SCOTT & WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND BRINDLEY FOUNDATION$ SCOTT & WHITE HOSPITAL COLLEGE STATION, TX TEMS REGISTRATION #F-2966 2705 SEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 MOON - MAYORAS ARCHITECTS, ING. OWNER- SCOTT & WHITE MEMORIAL 484-238-8982 24DO S. 31ST STREET TEMPLEJEXAS 76508 ENGINEER. JOEL R. BOCK, P.E. #98441 S12-314-3100 ENGINEERING ,JAC,OBS 2705 SEE CAVE R AD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT; BOB A. LUNDEEN, Am 817-735-7026 JACOBS ENGIN5ERING 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT a WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010-3300 LEGAL DESCRIPTION: LOT I BLOCK i , SCOTT & WHITE HEALTHCARE SUBDI'VISION SUBMITTAL DATE: JUNE 13,2011 ISSUED FOR ........... REMSION DATE 5' 1 G' 20' SCALE: 1"= 10' "s ..... � ��j ........... ........ -JOEL R B K Ilk........ AL KEY PLAN: "'a i`J` 0 m E v i , r'�, _j, &A 5 20fl 'C )EVEL01`1V11_:_�,,!T �`�',EFPVICES LAT FILED: DRAWINQ TrME HELIPAD LAYOUT PLAN JACOBS PROJECT t�U�18F_R TDSHS PROJECT NUMBER F8W96852 11161 DRAWING NUMBER , u "S202 ------- ... . ...... PRINT DATE JUNE 13,2011 A r"D, mp, Ill 711, elk rm n"I" M, A 14 -Z A .. . ............ . .... 10 9 7 6 ................... 4 . .............. 3 2 J, I fi �-3 . .. ... Is V If SCOTT WHITE MEMORIAL I f V 1, Yj 3., HOSPITAL no j N k e%-r-r 1,41 4 31 W I,h 1 AMR, MASS GRACING IS COMPLEW, TO ADD V SERM AND If /z�,l BRINDLEY FOUNDATION$ H CUNTRKITOR N', n, X TO RWEC TO ENSURE DRAqIiknE' 0, N Oil M�RM WAIER CONMOLS, 0' A, 7 '�7 hell $ is' I"N al. v /�;q % Im, Ik G" E STATI v SCOTr WHITE1101"ITAL 4—s.5% v d I N , 1�i LLE M Tx N� 1Y, sl Install ri % x 'N elevation 294.5 .................. 'n 0 50, fool .200 "s A 4 W P 0S ii� I. �rn LE: V;�'= 10 o, N N 2705 BEE CAVE ROAD, SUITE 300 "I I TEXAS REGISTRAVON #F-2966 I Is; I , ,, - I i l . X V� AK Is ?V-sW 0 Ih it i,� f j 4 IsToRm sm dq IN Ds /;/ i` "i , i stir SGAI 4. lh-3uW Is,! 's 7in_ lyfl,is, d-n; di'; l, - i Jill "vi AUSTIN. TEXAS 78746 R� Is, "ks -N _k\x i HI It / e f" , ," -13" --,3 1- 1 N I, I CURB HXF Di6j tra- 0 Is ;vN If 0 'S �<Nq_ MAYORAS� % TECTS, 11140-, WOW% W 31� "I, "r If - is, 3 7 . -- I ll I - ,, - . 1 1 �P 7 �g 4el A, '3 It NX 40. 4 P, if "'l I'll I A,/ I k�' � ; 1; 11"'' "1" " ' Wa iNLET D7 if IYJ )l ,2�R�R- xl /61A 'Aflow whaft below. X ls, Z T Vs OWNER: sSCOTT 8, WHITE NIVOWAL before y�� d119 484-238-89$2 2400 3 IST STREET ftr-wER LINE' n S sTEMPLEJEXAS 76608 ENGINEER, sJOEL R. DOCK" PE, 998441 IA -314 512 IsJACOBS ENGINEERING f2705 SEE CAVE ROAD SUITE 300 F 746 F AUSTIN, TMS 76 fiI PPT ( I vl`�%." N'�- -I , ,:I\ - 37,64 ACRES SCOTT &WHITE SITE ....... ... .......... D4 L FORMAL SUBMMAL - JANUARY 18, 2011 CURR IN 1sIUPDATE SUBMITTAL FEBRUARY 17,201i tPDD ORDINANCr- fZONING k- V X m S 1all be construded I Ber: I ISSUED FOR DATS C-MI14G Is ISSUEDFORSITESUSM ML f 1 t to P E hightwith 3,1 slop 01 E maximum vvidth o COMPLET, ims rRsT PACKAGF I OT0.41011i CONTRACTOR TO ADD V EJERM AND 7 .......... 2 '23 EVEG TO ENSURE DRMNAOE TO ROVE 416010310N IMP, DIr PLAV)PDATF 2 tI-UPDAT Ir 'ASION IMPROVt-MENT K.AN-UNWE 4 ........ . [,S��TO, M SEWER ONE. INLET D3 I sD D CURR INLET D7 A4 If. ....................... STORM SEWER NE FTf ICURD INLEr A5 F all be constructed 'I i ey UPS �T D1 LE Ez, hightwith a 3:1 slope wt a rnaximm iffi width of 1' at top� c L JOEL In, BOCK, 0� its911441 sip Is7 lsfSMRM SEWER REVEG 70 ENSURr I)RAINAGE TO UNE D AFT�P, GRADINO IS COMP CO,' iRACTOR: TO ADD 1' BERM AND KEY FIA4, S M WATER CONTROI_q, OUTLET FOR STOR EWER LINE A EA 1% rVI!h y �y ET B A B CURB INLEI ---------------- OWLF-T FOR IL -.*W 0 SEWER i D > S Is_ .......... tCURE i �SEV S R �UKE �C2 OVERALL VORNA, SEK LNE A.1 L eel' STORM SEWER PLAN 'ER ISTORM S-;r* UNE C11 PONO OX LET CURB INLET SKS PROJECT NUMBER To JACOBS e, MvcTu: sFSW96852 11161 ..... ..... ... ... ... -7- CUTLET FOR �STO SEWER NE 8 'R r AP u IS S 0 T -RV J� Jiv APML 01, 2011 ...... ...... isPIP,' c!lz 0! 7 5 10 9 8 1 I � I I I I I I I 10 � �9 8 7 6 1 5 4 3 11 �2 1 1 . I I . . I � I I I � I 11 I . 1 I I . � --------- ----,I",. 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J co � i I'll I � . � I I __,_,_, t I > I ... , - � . _ __,_____ __,_____,________ ... _ _ _ ,� _. �__.____. .... .... ____ . ... ... __: _ �, I" I \ , � � I ---,-"- -, . , ___ I , , NOTES; i C 11 I . . � I � I I ,"', I �� I- "..-..-.,t __ ____ � "" ___ � _ - _______,.___, ___ ... � , �,� , _ ....- � ------ � I I .. .. . .1.1 I / . � . [:71 11 __ !1514 ""I"w"W""Im'"W""110""" """""t .. . ... .. ... . .... - . ___ i . ............ .. . �,_ " � � I- ' - , , - _ "I �1 1, ALL GRAVITY I INES ARE TO BE INSTALLED FROM I . � I \ R, =,i _� - — � I I i I I , f * 1 __-, i ___ 1 - , - - � ___ . __ - ________11'___.________,__. ---,---, I : � , � - I � I ; i ___ t S I DOWNSTREAM 70 UPSTREAV. I . N TL I . , � � " : � , �N I - . .1 I I i I I I =� i � .2 6 ,,-_�11 - i �__ I - .......... 4 265 I � I � I . I — � i � I - . � ; 2. CONTRACTOR SHALL PORM 50MEALKS AND "tTRIFY I PLAN & PROFILE _ �, -__..___1r_ 11 � I . i I "I i � 11 __� - , i I _ I ,__� ___ _________.__ I .... I __ I - I ,TE IRACTOR I I " POURV CONORc � CON7 . � I --- r__-, _", I - .. ..... - --- -_ - ..-..-. - I I t� - i t; I LOPES ARE NO � ------- ,�--,-,��,�"",�'I'll"!�"".�.�--,-� - $_,___.__ , I 11 � ,— - __ J -,.,, , _,__1 — � , I 0 1 k z . _______tP __i STORM SEWER LINE B I � I . I I I I ; =---,--I —_ � � � NING SLOP15 AffE NO I ----. *. � I— _.-._ 5 . I I �. I ___1__.___..._._,__ - - . — _____.___ - .------,.-. � ____ __ . � : _! OREATER nIAN 57i. IF ANY DISCREPANCY ARISES. . , I . T . 1 " I I � I � i I - .... ..... � ., 1_1�_ ___ I I i I : : CONTRACTOR. SHALL CTNTACT ENOINEER FOR 1. I .. AW .1 _,_1__ --------....-.--,.-..-,�-.,..--.,..,.-..--,-- , t-1- -.----., e - .... - I ... 11.1- -, -.1.1-1-.... 11 .......... ...... ____� ---.. -,- " � �_' - I LI�J I- I--- � I ...... .. . . ttj : I ; ____ , - t i ____ _ 1, _'1___1 I S I � . I : i SOLUT041. I JACGBE PR0,1EC3 NUMBER IDSHS I�RCJECT NUMCER I - ---,Y---,[ ---- il— — — f_ I- — — — — — — —_ � - —1 ____1 --- : —,I --� ------ � -------- IT ----------. I FBW06052 11161 A i i I I 11 , - 11, , I — 11 - . � ; � I . I :I . I . I . I I ; t � I I -1 I -.f I ! ! I . I I A I I ! I 1 1. � I . ! I . i i � i,, -� � L_ , I I ! . . _ � I k PRonLC LECEND. : : �, r Kl� — cl� ju.�� uo j — 0 � I !�T 11 �N 0 � t.n W� 1�10 0 ! �g�! Ln I i I � i A ?1� f'�> I 11.11 I- ��. i � -�11"' t*1 � f__ I'D C-s I.1'�,' t" I ; . : DRNATia WNISEP. I . ,,� : I : �� - C�� I I , W, -1 t,�4 tz-, to � C. !*., --! C t- N 0 , C� f- , , IQ J j 411,1111", C� W+i <:�� -- rn i - �� _T � < � i . I '. � . � r lli__i IrR I 1 ! "' - , . . I 1, . � "I' : 1, , �, , ; .'i 11 f I - , , I I "" I � - t- , _�, 4 : , I IL I r�' W, , � 9 1�� I , ,��,- t ,4 t", 0 ai . I IM ZQ a; In M'� M C> I�',*, C, C, �� I , ..... �� _� ! 0� ,51'i�',� ." �- kf�- I j 03 i I � � , � , I I , , � - , , I 11 i I - 1 i PROP, FINISHE0. CRADE" I �� "'i �__ t2 f ! , '. :(114 t �. * 1�� - " '_ I -� &- - . I . N, � , " 11 �.i �1_1 ! s,�", t" .1, . q, SCALE rltl 31N - I : fl-�, ,,, -.0 t- ! I'* T- I ,I M � tC* f r t - �, I i I, I t�,_ I 4 t" N 'I C,� e I �- . j -� _0 - 12r$ I �, 11 I r.-I —, .— .— FJ,11457. CLG N D. � A-%. r*% t-VL I � - 1 1 I = . ; I I , I i � . i �. : i i ,I : I ` : ; I 5 1 � i , I I 1 uz�Z503 - �q �,j tlll� i I , , ,�� "4 I tll 11 I 1 .$ � , 'k �!l . ?.14 C1 ,'� :N * �N �t� I �nl I 1 --v o� ,. . .1 ,�l N� N i2i I , . , � i � a- ii I : ,f i I �. � I � � i I i " . 10'50' HORIZ. __________;_,.__:_ 100 YR F.Gi I . �. __I � , I It �i i I " I � I t , 1. I I � . i ! S . I ----$-- I - -1--ii �, -, ' � I - � � ` -, ... . , , i - f .._.,._,:_ 10 *6.1 HGL _._ I I -1_�',__,1L_J.___i _L I : _11—i __i__ I "" I ' I I I *=5* 'VERT. , � I - I , 1 � I -, i i - * I I tp �. i �K,, �, M �,� (I � , " N �,� , , I - �1�1 � i I I I I Lo t I I !. � : I � I I i * , I 11 I I i I — , 11.11 .�.,� 1____ `� L _. L ...... 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LABU IG -.YEAR STORNI I CO - YEAR STORNI 111 I I I I :EP'Qq (ft), ,Q (p(�;) V (ft1S) DEPTH ff,,� � P-1 11 , 137.CU -- j I 6,��l 1 . 2,2,2 1 . �_7, JE,� SO I 2xf) I ,,�9 1 , P-12 j I$Ci.70 1 10.17 1 2�24 1 26-4$0 I 1,916 162 1 PA3 _1_1� =_305 go, 1 2 31 1 248 =,11 _ 11,58 :3 ,58 j 10 1 9 v 7 12WW H 285 V 281 282 28 279 STA 1+16.00 S; CONSTRUCT HEA REFERENCE DED M E J AI . w f SCOTT & WHITE MEMORIAL Y i HOSPITAL SCOTT, SHERWOOD AND \ q BRINDLEY FOUNDATIONS H co y WHITESCOTT & HOSPITAL COLLEGE STATION, TIC \ 0 25' 50' 100' w \ SCALE: 1" = 60' STA 8+71.39 SS LN D STA 9+59.64 SS LN D 2 \ TEXAS REGISTRATION ##P-2966 1.0 UTILITY CROSSING INSTALL 4' DIA ACCESS CYLINDER ¢ ` \ 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 MOON MAYQRAS W ARGHiTEGTS, INC 2WL 1 WL 12W 12W 1 L ;'`"`M meow what's hiclow, OWNER: _ Call before you dig. SCOTT & WHITE MEMORIAL T 484-238-8982 ost t6z - -zs 2400 S. 315T STREET Z sz- r"1NNZ VZ'£z 293 -- 293 TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 512-314-3100 JACOIBS ENGINEERING 2705 BEE CAKE ROAD, SUITE 300 AUSTIN, TEXAS 78746 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD ORDINANCE ##2010-3300 1 294 295 30 E r, D ISSUED FOR REVISION DATE ISSUED FOR AS106 08/10/2012 ISSUED FOR AS129 01/15/2013 ISSUED FOR ASI 30 0112412013 _ JUU i W W rL.3 i Gl Z Z tl� p Z ?- ?- O M [ p --win W uj ® Z W o -3 N �1p1 ZZ NC) nO ~ 295 O (ngll' N cn g V) U 4 in b x aN g11 p --� 1 p- p N Ln 04 + Li 290 W. Z cn - V)_ p - a In(5 - + rA a - ~ + Lc n.. -i �. F- W._ 285 Z 0 ore 5'x �7 ' RCB 13 280 - - -- -- --------- _.. _ ......_. ±605 LF 8 I P-22 c+r P-21 t 1 P-19 P-20 275 270 I 265 � rn� N N N N .� I N If II 11 II _ fl - -d cn m 4i tO W N Q L� L=j Lftj Lc^rlsJlta U C W -� ti (D d, N d N O O r` N r u? N O N N O 03 N O 't h I` N 09 N N 00 N O c0 r r, N N (0 M 00 N O 00 h I, N n tf) 6 00 N O O 00 r` N � M ll) � 00 N O N 00 r` N d M r7 00 N O I' � r- N N tir) 400 CC) N O cD N � 00 Ff O 00 � r` N O cD N 00 N O O rn r N � LO r7 4 00 N O N 0; r� N M rn to 0o N. O -t O r- N d- CV cO 00 N N r� rn r` N <f to O 00 N t` Cn 66 r` N d 00 00 N N N O DO N rn O � 00 N r It CS 00 N Ln n r- 00 N N r� O 00 N � cp r` co N t- O O 00 N d- rl� r 00 N N N m N I- 00 00 N d N r. 04) 0 295 290 OF ® ..................... . JOEL R. BOCK .�. .; t � � ....jai....: �� •• 285 �+ a,�'•:<� •.;'�`4�`� , �' i� ass Nsti° 280_ 275 STORM SEWER SYSTEM D LABEL 10 - YEAR STORM 100 - YEAR STORM Q (cfs) V (ft/s) DEPTH (ft) Q (cfs) V (ft/s) , DEPTH (ft) P-18 136.20 9.17 1.86 177.80 9.95 2.23. P-19 136.20 8.60 1.98 177.80 9.34 P-20 133.40 8.92 1.87 173.60 9.65 2.25 P-21 89.70 9.28 1.93 106.90 9.73 2.20 P-22 89.70 9.28 1.93 106.90 9.73 1 2.20 Li 270 r. NOTES: 1. ALL GRAVITY LINES ARE TO BE INSTALLED FROM DOWNSTREAM TO UPSTREAM. DRAWING TITLE 265 2. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY PLAN & PROFILE SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR A' SHALL ENSURE THAT CROSS SLOPES ARE NO STORM SEWER LINE D GREATER THAN 2% AND RUNNING SLOPE ARE NO GREATER THAN 57c, IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION. JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER F8W96852 111161 O N 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 7+50 8+00 8+50 9+00 9+50 10+00 10+50 1 1 +001 1 +25 PRINT DATE MAY 13, 2011 :. NOW 1O a;Kq' �# I v I a I Q jasm mom" - ------ F D B A 7 4 3 2 W STA 1- 14 D INSTAIL 38* PRECAST BEND p NOR SCOTT WHITE MEMORIAL 4" DK AOC"ESS CYUNDER J AD, S5 LN D HOSPITAL -A '144 65D) 'SS LN 1) 2 SCOTT, SHERLWOODAND r) STAUL 6* PRECAST 604 UrILITY ICIRO%No 111 BRINDLEY FOUNDATIONS STA I 6+06.vz SS Ln 6v, H, 0 -UT11-17Y CROSSING k, STA I C+47�Sg SS LN Aft� IN'S�ML 46* PRECAST BEND ....... ------ . , , :-� I V, d- e DIA AWE SS mvNpER_ SCOTT &WHITE HOSPITAL Y'11"11"A k COLLEGE STATION, TX 0 25� A 1, rT m SCALE: V - 50' 24, -A % . . . . . . TEXAS REG 0 F-29 k V05 BEE GAVE ROAD. TE 300 Is A11,1$TIN, TEXAS 78140 k IL 11AYORA3 STA '17+90 1 S S U-4 t) JZ, 'i C STA I i-00 SS LAT 06 STA 1+02,01 SS D5 V �1 1 k! INST&L CONVECT TO 10' CU a . . . . . . . . . . . �,O Know whaft I)CIOW. E MEMORIAL STA SS I.AT 05 Gal I be-forayou dig. SCOTT 8 WHIT NIXT TO 16* CURB INLET 484-230-002 240 D S. 31 ST STREET TEMPL5, TEXAS 76508 CAUTION: CONTRACTO.R TO VER rY AtL EXISTIh* LITILITY LOCAMNS R IZONT Y PRIOR TO START OF i JOEL R, BOCK, PZ 928441 VERTICALLY 414D. HOR ALL C014STRUCTION. JACOBS ENGINEtRING 2705 SEE CAVE ROAU, SUITE 300 WARNING F �2 AUSTIN, TMS 78740, k THE ENGINEER ASSUMES NO RESPONSIBILJTY FOR THE SCOTT WHITE SITE - 37." ACRES ACCURACY OF TH5 LOCATION OF UNDERGROUND UTILITIES. Lj I FORMAL SUBMITTAL JANUARY 16, 2011 THE: CONTRACTOR SHA HE RESPONSIRLE FOR AVOIDIN 5 Al� UPDATE SUBMITTAL - FEBRUARY 17, 2011 ALL EXISTING UTVVES BY CALLING 1EXAS ONE CAL TES, AT 1:1ySTEm 0 811 FOR LOCATION OF ALLUTILI LEAST 48 HOURS PRIOR TO BEGINAING CONSTRUC'nON.. ZONING - PDV - ORDINANCE A2010-3300 �N, 'k ISSUED FOR REWSION DATE E l� N,� �V ISSUFM FOR WE SUSNUTTAL 01114N011 N N , �Al T03ML-FIRST PACKAGE ............ SURDIMSION IMPROVEWNTPLAN-UPDATE I 0XIMM a WE- FlW41UPDATE a QVIV20il -UPWk W9412014 SUROMSION IMPMAMM4T PLAN M ............. ................ D SS LINE D -------------------------------- 13 A 0 ................. ........................... — .. .. ........... . .. ..... ............... 305 11_____1_4 . . . . . Ira- 4` + A...... ..... ..... ..... . . ........ rn NNN, c . ...... .. .... . ...... ... .M=L R. E*Crl ............... 'v 151� *A - '000 ................... KEY 1`11-M4, $TOghl SP-WER SYST04 D 10 - YEAR ' S TORTA 100 - YEAR 03TORIVI V (Its, 90 0 rcfs) 0 DEP11 I (Ift) 0 (c(,�) V (01,$) fk: P-2 ��9, 70 9,23 t9 106, Q%73 2,20 01 04 Z P -4 V . ......... . 291 4ce P-26 78.30 89, 04 '90 2 8_ B tot KITCHELL CUl"Irm, MRqu, % APR I 280 PRIM BVINERS, NOTES>, 1. ALL GRAMrY UNES Aq$ Tf DOWNSTREAM TO UPSTREAM. DFOWiNG TITLC 7 5 2- CONTRACTOR SHALL FORM SIDEWALKS ANO \6--'RIFY SLOPES FRIOR `0 POURMV, WNCRVE� CONTRACTOR, ........ ... SHALL ENSURC VAT CROSS SLOPES AP5 NO z GR VAN V% AND HUNNINC; SLOPL ARC NO STORM SEWER LINE D PLAN & PROFILE i�_4 ..... . ... . .... ORTAIM llfAN 6X fir ANY DISOREPANCYAPISts, CONTRACTOR SHALL CONTACT ENGINEER FOR, -- -------- too .. ........ 'T NUMB jACODs rRoxCT WPM TVSHS FROJEO ER FSW96852 11161 A VMANVING NUMBER to gn 'q �Z7> PROP. MISHED GRADE SCALE- S 0 all, 14P m i 1 11 � FAST. CL_ GNI). gj 9 100 YR HGL I VERT 1,0 YR HOL �A ki 'Ile I 5D +5 0111 16+00 6 + 11; 0 17 00 ^17+5(3 18+010 18 751 0 1 �)+00 I + 5u 0 -i- 0 0,2Z 0 2 5 PRIW DATE APRIL 0 1, 2011 k. f 0, r Ole'. A-Z F:T 4 3 .4 �A I _.F �a 1� io 9 8 7 6 5- 4 3 2 _7_111$N� t4 T1 4; X J1 �Axf --, I a qQm'.. 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L Ny - c(I 0 S. 31ST STREET zz TEMPLE, TEXAS 76508 -0, I...z.- r 'T CAUTIQN� VV Z, 11 11 , I"" I ENGINEER., h y LOCA11ONS JOEL M BOCK, PX. 090441 .04D HORIZONTALLY PRIOR TO START OF C0NWCjQJR TO VERIFY ALL FXISTING, UTILIT t4 542-314-3100 `00,� - V RMALLY E_ u - �4fl CONSTRUCTION JACOBS ENGINEERING W N6� :2705 SEE CAVE ROAD, SUITE 300 I& F F F�MARNITIG! AUSTIN, TEXAS 78746 01 X14 4 N� FOR 7HE SCOTT a WHITE SITE 37.64 ACRES X 114E ENOINCER ASSUMES NO RESPONSIBIUTY y t (U.e %A110N OF UNDEkROUND U-PLITIES. AtCURACY OF THE LOC Tw_ CONTRACTOR 15ZHALL BE RESPONSIDLE r0rR AVOIDING FORmAL SUBMITTAL -JANUARY 18, 2011 'AS ONE CA! L UPDATE SUBMMAL FEBRUARY 17,2014 ALL EXISTINC, UTIL]Tj.r�,S 13Y CALLING TEX qr: N. AT SYSTEV 0 811 FOR ()r' Atj, U"1111firs, P X 11 4" 11 'ONSTRUCTJCN� z0faw -POO -OR -10URS PRIOR 'TO 13FGINNING C DINANCE 02010-3300 J VV . ...... 4- "w" �k k k. 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I ___,__v1 X� � 9 . . 1 � `_-__ _ _,_ ,-;,--I--,--- 1111D ___ - 1, AtI.- GRAMT9fI.INHq ARE TO Or f STALLED rROM . � � V4 � + i *� � 17 rl� - Rr VV,,NOAN�G TIT'LF I 1_1___-_:1_ * r1Kr"*r_____-____ -,----- '. � �___, 1 _____11_1_-__--_.__.,.., N --- -------,-- -- v___,_.,.___9 , , __ ,-,-,--, . - __ DOV445rCAM TO MA ,-AM-' ,- I *1 - _,______1111__1 * ______ m, _" o --n I I w �rl � 0 tz T ---- - --- -,-"-, 1 - , - , � I 0 -I- 0 1 � - f4 -� 11 I IN , 6 It I � I I � _- _ �4 ,IDEWALKS AND WRIFY -, r � _---------------- K�L 't � - - _A_ �-4 - _,� -1 ---I-,- -N. �tq__.__,_____ I. ,.,.� c� 3�.-,, 2 CONTRA"TOR $HALL FORM �F .. i 5, -- -- vg��-r' - ,--. I I t4 - PLAN & PROFILE 'm � I .�_ - I : .1 ;0 o to " SLOPES PRIOR TO POURING CCXCRETE CON^MACTrOR . . 94 t 11 : _ I - a P! jt�,!_� _%,_________�_______L1 KI-_ — __ ___ __1_1� V10-1 - I — __ _�__ '_ 1_ — - SHA F � 9 � : i .LL NSURE WAT CROSS SLOPES ARE NO -STORM SEWER LINE E . . 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SCALE T" 50' iQw� ---------- -7- ---)4 TEXAS REGISTRATION #F-29:66 2705 BEE CAVE ROAD, SUITE 300 KUUK PRAIKIt K.UAL) MDON MAYORA9 -"7 4�, 2 2, 0 7 ARCKiTECTS, W., A, k 2,96 37 r)H� Know what's belows S N, STA 2+46.40 SS ONE F OTT 4 WHITE MEMORIAL k Call befom you d-19. sc STA I 50�00 !ss UNE F MOISMUCT 22 m- 18* HMINALLSI 484-238-89U2 2 — 18*' HEAD RUERENCE DETAIL D3-01 CON=UCT WALLS ": s , 2400 6, 31 ST STREET : I t � ; � I RE�ERENCE OETAIL D31—m .............. TEMPLE, TEMS 76508 P'i CAUTION. ENGINEER: y G UTILITY LOCARONS CONTRACTOR TO VERIFY ALL 'EISTIN JOEL M BOGK, P.E496441, VERTICALLY AND HORIZONTALLY PRIOR TO START Or CO S: WICITIM --- JACOBS ENGINEERING 2705 RgE CAVE ROAD, SUITE 30D AUSTIN, TEXAS 78146 F WARNING! '1101NEER'ASSUMES NO RESPONSIBILITY FOR THE COTT & WHITE SITE - 37.64 ACRES THE EN _nQN Or UNDERGROUND L111LITIES. ACCURACY OF THE I-00A THE CO'NTRACTOR SHALL BE RESPONSIaLE FOR. AVOiDIING FORMAL SUBMITTAL - JANUARY 18, 2011 ALL EMSTING'UTLITES BY CAUAIG TEXAS ONE CALL UPDATS $UWAITTAL FEBRUARY 17,2011 SYSTEM 0 811 rOR LOCA-1`10N OF ALL UTILITIES, A T JA LEAST 4S HOURS PRIOR TO CONSTRUCTION. ZONING PDD -ORDINANCE 920103300 A ry s� V 5; 7, ISSUED FOR RW5103 DATe E �j ......... . SITF SUBMITTAL 04A4201 1 ISSUED Fon TU S11 S - ORST WRAGE 010,112041 SUBDmIt""ON jMpj�0vF1?AEw PIAN-UPOME 2 X SITE PW4-UPPATE OV1712011 SUROPA'SION IMPROVEMENT PLAN-MPWI E 4 0410112011 D SS LINE F j", 305 :n US R F 1" or- W In szt'all TX1)0_i ------------------------ o Type I I Safety EE nd I'mairnents. in lipu J 0 Q 1300 J0ELR,300K of headwails, APR 15 Z611 G6441 Nv 1' RIAN 6 31,Af R 10RAL Ar 2 �9 5 F�;' Y P L A N C?.3 < ............. .... 10� 290 EWED I V11 le�A P I I �3 Ez B 5'? CO . EGE "ATIO, 285 tv'GINEE NOTESI ALL 0,RAMTY UNES ARS TO et. INSTALLED FROM - - - - - - - - - - - - - - - - 00A�43,TnEAM TO UFISMZrAV� I CON711ACTOR SHALL FORM S!VEV'ALKS AND VERIFY 0 w i 0 PLAN & PROFILE If SLOP175 PRIOR TO POURING CONORM, CONTRACTOR SHALL ENSURE IMAT CROSS SLCP�S A13E NO STORM SEWER LINE F Is M 0� cl 'M m 'R THAN 2% AND RUI'41N�NG SLOPE ARE NO N r4 �'i <4 0 <N GREA-ER THAN 5% IF ANY DISCREPANCY ARISES, CL CO.*47*,-'�,ACTOR SSALL CONTACT ENGINEER FOR SOWTION, SF PROJECT �WNISHR 1 +00 1 5 0 00 2+50 3+c�o 3 + t'- 0 4+00 + 5 0 -9 + 'c' 0, 5+50 1 14161 PPINT DATE APRIL 01,2011 A n 19- N lwe Z� % 8 7 6 All 3 A 10 5 4 - J I v I v J I v JUV JUV _ JVV -- JVV r W. ' 7atrU I i .`�. I"1�1(VIIUVU A11VU � a o ti ao d o ,.i.sY. �R6NDL EY FOUNDATIONS Sh ] A L m _ 4 P P h �r W Y A A ^ `r _.. ,,.. to N N U) h Z F- }•- h Z N Q N A u'i _ _.0 g fl N t+� Z to El?- N h , CS fl _ U} . 1•- r 1-- . h II N 300 3 II 00 305 305 305 305 295 _ 29 ' ,•, fl 295 295 5 o �r rn r• _ X r� o - x N _ Z J ttf N P 'No TX � •' I P� P .- o 1� .. Z all) Ci to tdra Z Q M L� . F- h N X cp _ _. - }- - .� - _ _ t� ON Q "�C . I - A }� p� {{ma�yy P P M fl P Ott) ('•� i U w - P P .-Uj- �•/- o o h Z Z z z z �i _ z _ �ii li h �ii c� � �u _h -- -a 0 0 c� _ �u � Ica env ..295 .295 300 30Q 300 `3 Q . 0 290 290 290 290 � r A TEXAS REGISTRATION F-2966 I S # 2705 BEE CAVE ROAD, SUITE 300 - - AUSTIN TEXAS 78746 290 290295� . :.... 295.. 95 2 285 295 285 285 285 MO© • MA OR S N Y A f 40 LF CHI INC.P AR 8 -- - C Lq P s.. 0. 0i u- 0. 509 285 E 285 .� 290 9 290 2 0 9Q 8 A 2 2 0 280 280 2 80 N o LF e 1 f5 _ - - 0.5 . Q 1 CP P-37 - � a G S-- pJ s . o� 5 ■ 0. i�11UI what's 0. 5 09b LE- _ OWNER. ,: t1 a ' I1 MEMORIAL SCOTT WHITE rE MEM® o. 5 _ P- P fill � 2 �s� 8-898 280 280 285 28 85 23 5 2 285 275 275 7 275 2 5 4 T TREE n 200S31S STREET rn - r� - r• TEMPLE TEXAS 76508 P �t : _ �- � u1 CAUTION... - u ENGINEER. CONTRALTO TO VERIFY ALL EXISTING UTILITY LOCAl10NS ' n n R EP.E.1 JOE R. BOCK, P #9844 o VERTICALLY AND HORIZONTALLY PRIOR TO START OF 1 14 00 275 275 280 280 280 280 270 270 CONSTRUCTION. 5 2 3 -31 270 270 o J�ICORS ENGINEERING _ Do 2705 SEE CAVE ROAD SUITE 300 P .- I V1fARN.T.NG. 46 __. _. _.:AUSTiFV TEXAS787 r• o N c � • THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE SGOTT & WHITE SITE 37.12 ACRES M d -d- o OQ N -N - - _._ _ IXa OD QO 09 - * !� A f7 h 69 tt1 t? � � re t2� P• u1 G 1 F 7 ., ACCURACY OF THE LOCATION 0 UNDERGROUND UTILITIES. 2 0 270 275 275 75 2 275 265 65 _ 2 5 265 2 6 0 ORDINANCE 3 o THE CONTRACTOR SHALL` BE RESPONSIBLE .FOR AVOIDING ZONING P® ®R®INA C # 10 3 00 u co co c� co c 04 04 r` N C14 II n N n n o u N N -_ __' NN N N N - - ALL EXISTING U1 LI PIES BY CALLING If i TEXAS ONE CALL Il li ' tt 11 II ![ it 11 II ! z z-z I SYSTEM 811 FOR LOCATION OF ALL UTILITIES AT p _ ® Z-Z �-Z-2 fl O fl O AS G LE 48 HOURS PRIOR 0 BEGINNING _ -___�: -- - T R PR T NNING CONSTRUCTION. �A op (� , s--ar a ___s_ s---s d' at' u0 � a0 00 to tD p0 � �'! to t0 a d' P P P u) P u� u to w o � M N L� L� l� J J J J J J J W r :: lL lam. U ., Lr_ C.� � U d of , I") N O (O cp k O r` ti r, fir:. O u7 � O O . 10 DATE . � � ISSUED FOR REVISION D T O rn rn � 5S R t O , O Oco N r a .a s N N tri N N , N N U' N � U U U � U W Q.' w W W W ISSUED FOR 10 08/10/2012 fl: ` w S 6 ISSUED A 129 01 1512013 SSU D FOR S / 1 +00 -1 +50 2+00 1 + 00 1 +50 1 +75 1 1 +50 +00 1+00 1+50 2+00 + 00 1+50 1+75 2. 25 1 + ISSUED S 30 01 2 2013 S FOR A I / '4J SS LAT �} elevation 300 300 5 30 305 x 305 305 310 310 101 O r. LL' to •,- �] k Z u7 M M , A A Z � , Z O h A A sf- � h A w H Ul ... d tn Z co ,., h t- • cr- A fl A s 295 295 300 300 A to h _ , P 300 30' h v - 0 305 J05 ; V! 4 tt� O _. O N t!9 Z vi Z O F cn to C3 - r M r - fl Q h . h h u� z 55 N Z -N -X _ P O N 8 00 ti � O rn tL 0 t tX h . o fl � A h N u� o II � t- ll �d o O 4. ' z N O 'I _ N N 'I' h O Z P eh g O Z •t• X o -!- tJ _ P lil - rn w 6 Z P QLi . o O .- Z Z Z tL O N _ Z -T► _ h t� P VJ P - a z 290` 290 5 �n c� , 29 .295.. :295 295 3 0 z 0 300 II _h S0 fl ri II _. z z 285 280 285 290 280 285 90 2 290 285 285 290 295. 285 290 295 190 _ I L F 2 "2 -N � C LAS S .. R C X 84 lF 2 4 RC e 0� �1:10 LF 1 .5 - P 41 - }8 -RCP: 0.50 - -- .._ f22 LF ._ - --= - ._.._.... . -- -- --' a N P f23 LF 2 4 -0. 38 P C N 1 N 0 .5 _ t 19 - P �•a n w OF r 1 A. F .q � s f } .........................•r0 f J EL C}CK / O RB t' ............................ 1 O '• a N F i .ar S O 27 : 5 275 ' 280 280 280 E 280 2 KEY PLAN. P-39 u? 85 �_85 0 0 to N N , it II00 0 co w 0 0 00 0 U N Lsj L� 270 270 _ 275 275 275 275 280 0 280 n _ o_co w B Lei to 'to - - 0 r+ to tt! w to ti..`_'_."_ Oo _ th 'fi' CA ,265 , 65 ' 2 270 7 2 0 270 27Q ' 275 -75 r•hr a� 2 � u) N7 N r--f*�-- II QD � A � cq G9 N N !! I! o t� N N it II II ai r• an oa fl N N N if if Z-2 13 O O _-.:::_:_ I- -------- All NOTES. t co o ooc o co 0 O) M to N N .- � _ N N e- .- W t0 t0 e- T_ Lj_j U=l Lfj Ltd - L� Ltd L� L� l� L� Ls� LsJ L� L� Led W L0 1. ALL GRAVITY LINES ARE TO BE INSTALLED FROM - DOWNSTREAM TO UPSTREAM. DRAWING TITLE J J J J li ., J �� 9 2. CONTRACTOR HALL. FORM SIDEWALKS U w AND VERIFY U ,, t� 00 CO M ,.., U 11 E. o co v . �r rn !;r '� m SLOPES 0 0 POURING .., P PRIOR. T P RING CONCRETE. CONTRACTOR v Q co rn cfl cfl r x: r., r,,, .� o-- �, mot- co SHALL ENSURE THAT CROSS SLOPES ARE NO f.,; O co ao ao � co ao , ,,. co � oo m , . rn ur„ O rn f 1 �11d ILATERALS s O ,. _ � � _. O SEWERF°ALS n. N N N N N N N N r,„ N N N 5 N Y; GREATER P RUNNING G S ca � � .,, N - N N .�,. N N G R THAN 2 a AND R NN N LOPE ARE NO w w w w GREATER THAN 5X IF ANY DISCREPANCY ARISES a w W w ,� CONTRACTOR SHALL CONTACT ENGINEER FOR A SOLUTION. 1 +00 1 +5 _ TI JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER 0 2+00 2+50 3-I 0 1 +00 1 +50 2+00 1 +00 ; 1 +50 2+00 1 +00 1 +50 P8w96852 111 1 � 6 STORM SEWER LATERALS LABEL 10-YEAR STORM 100-YEAR STORM cfs V ftis DEP`fH ft cfs V ft/s DEPTH ft P-32 4.50 4.67 7 0.80 6.80 5.38 1.01 P-33 2.30 - 2.12 0.89 3.50 2.44 1.14 P-34 29.90 3.73 2.71 45.30 4.74 3.41 P-35 2.80 4.14 0.61 4.20 3.00 1.11 P-36 5.50 2.50 132 0 8.20 2.75 1.80 P-37 33.40 7.55 1.80 45.30 7 .38 2 .4 3 P-38 1.10 4.08 0.31 540 4.91 9 0.90 P-39 3.60 4.41 0.70 8.00 .6.97 0.93 P -40 1.70 180 Q .79 2.50 0 2. 2 0.99 P-41 3.50 2.22 1.25 5.20 2.94 1.50 P-42 7.80 _ 5.71 1 .08 11.60 7.14 3 1. 0 P-43 74.90 5.96 4.00 85.00 6.76 4.00 , 7 5 10 9 .... . `vX A SCOTT &WHITE MEMORIAL H PITAL 08 W 0" SCOTT, SHERWOOD AND _Wako, BRINDLEY FOUNDATIONS H % N J_ '03"ITAL SCOTT ot WHITE ------------ COLLEGE STATION, TX N N 0. V, 0% �27e - rls Zrv% A ;w P 277--- 11 , �1;1 / ,, \ , , i 'N4 W*Lx3VWx3,r.) 0 c, TEXAS REGISTRATION WF TOO OF IRO�C'K GASION RrSKET % ROCK 1V ENOIN 2705 VEF_ CAVE ROAD, SUITE 300 TO MATCH FINISHED G-RWE F'F- R F N G). AUSTIN, TEM. S 78746 11 HIS S4 �N MOON - AIAYORAS K, G Headwall ted pe L construc A R C H Il' C 0 T 3., 1 N C, j -ie I J_ REEFER 111E VETAIL BCS Unified Guidelir ZN` 11-11s SHInT AND -00 with 8"x6 detail 3 _76, K 0 0 % 0 energy dissipator blocks--- EMU DETEM, 1014 WiAlLs oz Nk 277M - 4N 0 % Roc 0 R K S`1ZL 5" 8" M 37, 27T05 RO C K M 10 N OWNCR. 4 0 4m. MKIE-F. R--F-FERENCE L L 11 UOTT WHITE MEMORIAL PLA�TIG COAII-ED 484-238-8982 MUN-1- THIS SHEET ViElADED WOVEN 2400 5, 31ST STREET fV i 2 4 WA" MESH jCQt-,!f;..R_TE TEMPLE, TEXAS 70508 �T 't-, - I VIE, DEWLS p P-IR PaT *4 ENGINEER,,, H: JOEL R. BOCK, P.E. #9844 % MUTRUME DETIF�ZMI ON 10 UA 'L S 512-314-3100 CONCRM Dl IPATORS JAGOBS ENGINEERING _2 Q-100 5 1 1 1�, I —3, Z .1 2705 OCE CAV5 ROAD, SUfTE 300 RF1 W1 L AUSTIN, TEXAS 78746 y % 143' $COTr WHITE SITE 37.64 ACRES _,G FORMAL SUBMITTA1. -JANUARY 18, 2011 UPDATE SUBMITTAL FEBRUARY 17, 2011 -Q ZONING POD ORDINANCE #2010-3300 110�',K GABION BASKET DETAIL V ell NTS x A A: % 114 DATF E ISSUED r REV' E MVED FOR STTF SUE V.-MAL . . . . . . . .. . ... .... ... 5 FRST PACKASE OIT4.-Wll x" IMP V ><, -1 SUVONISION MPROVEMENT PILAN-1jPOATE 7 0 MTL PLAN�OPDAIE MMS10ti NPROVVENT PLAN-VPDATa 4 molabil f 'Ai iNg fl L D D N\\ 4_ 15 V Ka Clk FV T _,H it I z� 0 10' 20' 4U SCALE, 1 20' c 281 ?iG> JOEL R: B —OR -WED REVIE' 3' JANCE C-e 0. M Fj L I LEGEND < 01 if At................ . COLUE-G,7E S)^�AITK 10V4- 9 U "M E N G I N EIFE, R I N G ju 279 Vo'A: ER LHPIE 5' N 0 T ES: 3,2 3,25' �N V;op I ALL 01PE XIND APPURII-WAVCES TO BE 790 F7RO F Q,�, EE U, CON�TQU'Hr- MHED INSTAU-EV, 14Y B W 1 B CoKTRMvT0R ER UNLESS G WISE T 278 N10 I ED, �Aj,� pp� 1 2� IIJ1 STORM DRAIN PIPE WITHIN FIIELIESTRV�ti HANDRAIL 114 E PROPERTY TO 8E CLASS 1:1 PlPt 'DR AS NOTED� Li M: ITS 0 INSIVE ED;GE OF I WDAIALL 27� t 4 01" K 1? 00 PREE 1-0 RE NM 0 RA N Ga T I T F CAUTION: "ONTRACITOR TO VERIFY ALL EXIST14G' DETENTION PLAN rl i U1 Y LM-01ONS VE"CALV, AN6 OF 276 4' H JAILLY PRtOR TO STAR APR 15 2011 4 CONSTRUCTiON, 4 4 Ell Nu OBER 4NMIR I 51 JA 'XIS FP(IV 3T " t, ALL G'RAIV17Y U - ARE TO BE INSTALLED + ru 0, ro Q FINVSHED GRAVE ELEVAMN FSW06862 '11161 l"RoM DOWNSTREAM TO UPSTREAM. A OUTFALL STRUCTURE + 7-i V= OF WAII ELEWJ`r,�Nl DqAYONG NUM MR A GfRa-Y kh) A' 111�14L.L S C-A L E; F, Lq�: + F L= s 22 0 HOR1ZVTP'-1L 11 41 OF VV U.- F?) .1 4 -APRIL 01, 2011 5 6�1% 0 0 p, 10 9 8 7 I I r, tl 11 0 /1 0 Zs t: I 10 9 8 71 6 4 ----------- GENFRAi, NOTES: DESIGNED IN AGOORDANCE WITH AASHTO ST91DARD SPECIFICATION FOR H[GHWP( BRIDGES AND ACI BUILIL)MG SCOTT WHITE MEMORIAL .3. o D"'CE or CONCRETE— END '),F QUONCRETL CODE REQUIREMENTS. HOSPITAL Pirl" CLOSURE I"JIN Box CULIVERT 5" CONSTRIJOT WALLS IN ACCORDANCE WITH TXDOT STANDARD SCOTT, SHERWOOD AND I'-0` tJIN E',�'fENSICN - f.) " (2 1 spEaricnoN FOR CONSTRUCTION AND. MA;NTENANCE 07 BRINDLEY FOUNDATIONS NM CLOSURE ............ HIGHWAYS, STREETS, AND BRIDGES, 200+ EDITtON, ITEM 421 H H PROVIDE CLASS "C"CONCRETE WITH A 28-DAY COMPRESVVE STRENGTH OF 3600 PSI, �DZTAJL FACE ?0-- cl* NN-PETE-, ALL REINFORCING SHALL BE OWE 60, J SCOTT & WHITE HvoPITAL D'VI"AU A MIINIMUM BAR SPLICE LENGTHS #4 - 11-01 COLLEGE STATION, TX ENID 0.� CON", CONCRUE i MIGNED FOR A LATERAL EARTH PRESSUREE HrMWALLS ARE DE �x 1�4?� -J- 2�_ EQUIVALENT TO 90 PSr PER FOOT OF WALL HEIGHT (7' MAX). OUTFALL WALL IS DESIGNED FOR A LATERAL V0,TER H PRESSURE 63 'PSr PER FOOT OF WALL HEIG T (WMAY), V HEAD'WALL s 0 c u 011FR_ TEXAS REGISTRATION 9-F-2966 "N WALLS ARE DESIC4,1ED TO PROVIDE A L41NIMUM FACTOR OF 2705 BEE C"E ROAD, SUITE 300 S -TY OF 1.5 AGAINST SUDING AND 2.0 FOR AFr_ AUSTIN, TEXAS 7�746 j 'NINO s 1"Pt D, UVERTUIR N E E fo E 0: X__ c0rll�<TRIUCTION JOINTS MAY RE PLACED IN ISIAR AS MOON MAYORAS G IS t 'TE' PLACEMENT QP�RA!710N �S ...... TO ACCOhiMODATE CONCRE UTVALL WAV_ -IF ISHALL 8;-' INC, """m ---A R C I T V S, DIR CTED BY TI: - ENOiNEER. REINFORCING .,E J CONT;NUOUS ACROSS CONSTRUCTION JOINTS, HEADWALL COWIECTION (ASSIPAI'OR, PLAN VJEW J_ /I DEIAIUS fO WAtr To _4 �o HEADWALL RUNFORCiNG SHALL EXTEND INTO CONCRETE IT ][,ITO CLOSURE. ANY REINFORC NG THAT DOES NOT Fs RWNER� THE CLOSURE SHALL BE BENT OR TRIMMED A$ $COTT & WHITE MEMORIAL NECESSARY, 484-238.81$2 -FI111T D), GRADE 2400 S.31ST STREET TEMPLE, TEXAS 76BOS $E_-F CORNER CAST -IN -PLACE CONCRETE CLOSURE SHALL BE- 0" MIN, BOXES SHALL 8E CAST SHORT OR BROK EN B A CK ADDITIONAL LiYER c`�F MAX 2, <1` #4,'S SPA, AT 6" IN TK FIELD�'ALL REINFORCING IN JHE CLOSURE ENGINEER, SHALL BE THE SAME SIZE AND SPAl"ING NS It! TH." E m R. 0OCK, P.E. #58441 AS �SHQW,11,4 5/ T RARS CULVERT BOX SECTION. EXCEPT WHERE SHOWN 512-314-3100 07KRWISE, THE CAST -IN -PLACE CLOSVRE SHALL BE JACOSS FLUSH W171-1 THE INSIDE AND OUTS10- FAC'ES OF' THIE 4: -0:' ENOINEERING -4- - -------------- CULVE BOX SECTION. 'Sk S SEE CAVE ROAD, SUITE 300 BARS C # 270. F F AUSTIN, TEXAS 78740 �,,OWA ATV4 C 0 Z, r�ll R ET r- - ------------ 0,3 CULVERT BOX 'REINFORCING SHALL EXTEND A hlINIMUM 3" C'-fAJJFER- p0l OF V-0" INTO CONCRETE CLOSURE (TYP), SCOTT & WHITE SITE 37�64 ACRES 4,� BARS K -#4 tPA FORMAL SUBMITTAL JANUARY 18, 20111 (4) ANY ADDITIONAL CONCRETE AND REINFORCINO RCOUIRED SECTION THRU TOP SLAB rOR THE CLOSURES SHALL 13E CONSIDERED AS UPDATE SUBMITTAL FEBRUARY 17,2011 SU18SIDIARY TO THE CONCRETE BOX CULVERT, NC47� KAM T ZONING PDD ORDINANCE 92010-3300 �5 XISTING CLAY 2'-G'8ENFATH PROPOSED EXCAVATE F PLAN CULVERT TIE-IN DETAILS ORADE AT 8GTf0M Or- SLAB AND WALLS, AFTER EXCAVATINC,, StARIFY, RESSULTIM I % suprAr-r- TO A DEPTI-I OF 6 INCHER AND COMPACT TO Ar t,,FAsT 25 PERCENT OF THE STANDARD 5rrORT (A.STM D598) MAX DRY D "NS T IIN E NTY AT A MOISTURE LEVEL WIR. - 2 PERCENIF Or E T�4F, OPTIMUM MOISTURE CONTENT, THE EXCA%T, ED muro roR RIEVIMIN ONTE E CLAYS CAN THEN BE REILACED IN LOOSE UFTS NOT 8 INC 'S, hiOiSTURE CONOtTIONED AND *$MW 170R.-STE EXCEEDING -HE COMPACTED IN A SIMILAR MANNER TO FROPO$ti) "J'r )X MRS riRsT PArKAcr I =041(111 .......... GRADE AT BOTTOM OF $LAS AND WALLS, LLY EQft)A* IMPROVEVSNT PLAWUPDATE tP VERT C6) PLACE TOP HORIZONTAL BAR. IN HEAVWALL PARALLEL SITE PLAWMATE TO TOP OF HWWALL WiTH 2" CLEMP COVER. ALL 07HF-R BARS IN HEADWAtL MXY BE FIELD cor -no PROVIDE 2" COVER, ic� SL A B "`\-HF.AbA,.ALL5 . . .............. I ------------- -c" - - ----- PLANIgQUND PLAN. (RECTANGULARI . . .... ---------- Nor Tln 5MR D D ��T_ Fit[] TABLE OF EgPMATED QUANDTIES BARS D,- #5 COMPONENT TO CONCREM ROW ___�---SEE SLAO TOE orTAIL 2'- 0 � 0,' (cy) Z SLAB -3110 �ffVf 9_0E 0 FO R 1 z I ILI 4185 -- ----- --- -- - ------- cl c HEAOWALL 0,4 1494 Go OUTFALL 103 '011 D(SSIPATO 2.7 AMR' 5 Z TOTAt 44.3 5397 1 ram. ELEVATION c ou.-F-GEz. lb t 5 '1 _ry E. N 0- I WEE t.N X T 'T f3'- 4'5 c CA 7 CLEArl, _SEE OU'RALL 'TRUCTURE DEWL p! 4 N IS-1 i T-MMI-i --a, �N r FOR rNMEN511, 4 8. KUEHL 2" 1--nARS `V ". P�',, i ELEVAJIO�UROIJ 'CLEAR AD ,APR 15 2C 441� ELEVATION, (RECTANGU % 97M 1 �z AT 6 � 6��, K "I TO vjj_� �nr TO M� N P5 BARS IORIAN !,zjlMrVR- 8 OnA�, #5 DISSIPATOR DETAILS A7 12" ��A 1�; -7,—// > lk AT ,z" SPA, + . . ....... I WOMAN, /F,ai 12 S, SEE WALL JOINII S'� A B KV PLAN. 'f-k'l LES PARS V #5 0E - ---------- *_ �",7 iv, SPA .......... s L ��119 AT 122�f* SPA 'y 3'- 6, N wepa�,, k R, 2-Y-4- 1 11 1 hl B 13ARS V #5 B 'l-SI-E li'M'll 4'1111`41 -FIN&I'm _i 4 11 K � _4 i MIN -D TAI I L -CTION A -A SECTION B-B _1713,1111 177 1 FILL SIDE O�' SL GlUTFAI-0, 14ALL HFAC,'*14'.ALL OR, P0,0 Klot To sviE BARS L - SIDE DF OUTFAlL NOT TO 51 WAIL J 711 IT 01:A, 4) l p. W/ POND STRUCTURE DETAILS VI, i-co'I'St J lNTAL VVY H", R.Qk 41', FA DARS T #4 Hi:AL,w>,�'U. ARS N*11?Ir To �130N, S I- DETENTION PLAN *> ILI POIN JACOBS PROjECT NWMER rDSHS PROJErT NUMBER PLAN FBW91DB52 11161 A 01 " willov-00,00,10", SLAB TOE DETAIL WALL JOINT DETAIL. 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ASEMENT OR SETBACK \ , \ .. g _ , A4 2 o g \ 6T4 1D @ ,D� .. _ . jI .,I / . T.,1I . -AD\ I.-.,--,/II—RV:-.,iA... � $. rd aP {tom apFy<F ia� +¢ QJ� yo Qp�j�, T • --"'-ww wASTWAiER llr� \ 1 . -,, ', 7�G to ---_ aY ��" °G� �VIFOB mo ,1I, V1-2f.a 1,,� 1— :n 7 . -. L� <%�—k PRaPosED wASTEvrATER. MANHOLE \� Q " • . . �� .�. . •g .. Q EXISTING WASTEWATER MANHOLE \ �, �y� . . . . OHU EXISTING OVERHEAD UTILITY . . \ g �$ .�" ~`'"� FEB 17 201� ? a . O o o• �. . IIIi f I. . hX15FiNG UTILITY POLE \\ ,p .CIA $"1 �a �p WASTEWATER CLEAN OUT • \ �g '? . - \ �� / . �1�1�.2a��E FIRE HYDRANT \ , --_. ,, r- sy . ` .� .�'� 20' P,U.6• PUBLIC �-�_ - -, ( �5 . . . ' • . ' . • . 0 WATER VALVE \ '� ACM ENT `__ . e . , . . . . .. \ % L 179, PG. SO . . . _ .. M WATER METER \\ 0 6G 4� •, o•R e.aT. \ . . \ G a \ _,01 'G 's tp / 310 \ DRAWING TITLE ,.-- / vo WL WATER LINE \\ C-`-°ice BJ—"e�/ / ' P.U.E k PU@U �._.._.-------" Z ti d F• ,; �p 9 Za G / 2ACS5 EASE3Q�� ^°'� `L -----"--- FlRE fiYDRANT ASSEM6LY \\ a \ tdy . VOL 10179, 7. oo. J. O.R.BG ��q .Q� �°?� �. O V{..e ��LA 1 i �1 �/ \ moo` .. . . --- - •-- EX►slitvG CONTOUR . ,� /\, �---�--- . NY Q . _ 1-830 \ / . \ 7 . . •-,-..._•..---300-----`" PROPOSED CONTOUR .. . : \ \ / ,. - - Ir ., _ . `` _ JACOBS PROJECT NUMBER ' iDSHS P OJ B R / ..� _ :._:- —z R ECi N . EXISTING TREE cn .. 11161 \ /8W968a2 a \\y . .� . '.I �I.f�. J.--NINjI_- . .-- .—. -. .\ .IA)I�� I.I . I�� . . �._,1.-. �._ .-1,�t\.I . .k. 41,. -�� ,1.eI.�"1 I�1- 4. . ';.\ w. ;. \V�.Z . 1 \\. .. I-.�-._I__�-E�. Sf1fAcj\.U.4s4.101,�DI.-.1--1D_'--,7. - I. z,s.". .. �- . 1� . __. . . I I _. - , . . . ... \.`.. \I.1� \..�_.",I. \ riI.-. A i,1\.- E�.I.I\ rn"V.. I.t-. 0. .. .. ..!-.If_.."..M ,.-, - \II �.I .M -.\. = . - *II. ... �.�. \., .I .�<,2�../ �1 18. 7- .� ..--' ..I -.1� — . )-. --. i 8 m..I8I \:,.. Oi.I .el. I.—.�I+N` /. --" �I11 . cP- LOT 1 `.4 .. DRAWING NUM ER % \\ \ \\ BLOCK 4 f 9 .��:..�6.:...;��,�..1m�1..i .. .....1 ... ...'�1.::A�:.�:.... \...�:--..:.I ....1,�..�.:�� . 1�:..;�.�m:-- ..-. ..."- .+:..,.�.....,.:::.t�... ...+... ... ,�'�: :.,.q..,:...\..... .:..:. .. .._..: ..,... .�. /6*_I II(_. . _ff _.�.. . I. . . . . ' . \ \ . S TT & WHITE HEALTHCARE �h . . . .m. ._. mI_ mj"..11 N • . . ,i5 . \ �, o ,� 4 ki 3 \ \ 9 04 \ O . t \ F . 1N p . . , . PRAT ATI . . . January 18, 2012 . H ,; r 1 . I v �f ■ .: �.P 94 Y.. Sin �F' •` ram.- :<. 1.,< 10 6 4 3 2 5 ------ -------- nF1`1 13 utilization of C900 X, x ill� T S COTT & WHITE MEMORIAL PVCDR18 LEGEND GE14ERAL NOTES: PROPERTY BOUNDARY ROCK PRAIRiE CK 1 ALL WASTEWATER PIPE TO BE PVC SDR 26. VERS HOSPITAL E EASEMENT OR SEMCK 2. ALL WATER PIPE TO BE PVC C900 DR 14. ALL FIRE HYDRANT LEADS to SCOTT, SHERWOOD AND ww WASTEWATER LINE - r -� rv- _j Z BE DUCTILE IRON. Watei T�� ice BRINDLEY FOUNDATIONS H DistribWiOn H jr— W. Q, PROPOSED WASTEWATER MANHOLE 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL, MATERIALS AND Piping Requirements 'HOLE APPURTENANCES AS CALLED OUT ON THESE PLANS. k� Z; Exismg WASIZVATER M ----Cl I I U EXISTING OVERHEAD UTILITY -17 EXISTING UTILITY POLE Ilk 6- "I'vc 4. ALL GRAVITY LINES ARE TO BE INSTALLED FROM DOWNSTREAM TO A- COTT & WHITE HOSPITAL ;7— MNOVN UPSTREAM. Tx 17 COLLEGE STATION Z- WASlEWATER CLEAN OUT Y, —BODY, DUCTILE IRON SL E IN 2.9 7,1 <-I' 5. THE TAPPING SLEEVE MUST BE A FULL EEV 2- 24' pCp FIRE HYDRANT e ITY OF COLLEGE STATION SPECIFICATIONS AND w 8w ACCORDANCE WITH C w WATER VALVE 8ww STANDARD PRODUCTS. jI /FL 6=297.04 WATER MEMR 8""'V &A"Al a' �IVW —A- 9 WATER UNE 6. ALL MANHOLE COVERS TO READ "CITY OF COLLEGE STATION". > TEXAS REGISTRATION 9F-2966 �jj 7 1. xv FIRE HYDR44T ASSEMBLY (j 2705 BEE CAVE ROAD, SUITE 300 7. ALL FITTINGS AND JOINTS SHALL HAVE THRUST BLOGKING OR SHALL BE MECHANICALLY RESTRAINED PER MANUFACTURERS RECOMMENDATIONS. CITY f;F COLLE-,E STAMM, 'mm+ 8 3 0-- EXISTING CONTOUR A AUSTIN, TEXAS 78746 20' PUPU' , VV ITY EA$W T j f�'A QN A VOL OR PC, 207 q, . . - PROPOSED CONTOUR 8. FOR SLOPES AND TRENCHES: ALL. CONSTRUCTION OPERATION SHALL BE 2 6.75� ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATION OF THE U.S. X, '�'OON - MAYORAS G G 0 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), Exis-nNG TREE HIT C INC_ —77" 9. AN ISOLATION VALVE, LOCKED IN AN OPEN POSITION, SHALL BE INSTALLED PWNER* ON THE FIRE SUPPRESSION SERVICE LINE AND SHALL BE MAINTAINED IY SCOTT& WHITE MEMORtAL THE CITY. NLY 0ay 'S 01 484-238-8982 2400 S. 31 ST STREET No Oil Interceptor as pwl of civil site package TEMPLE, TEXAS 76508 Ij ENGINEER- 01 1 JOEL R. BOCK, P.E. #98441 Ax CAUTiONI ABOVE AND 512-314-3100 U. BELOW GROUND GAS JACOBS ENGINEERING PIPELINE 2706 BEE CAVE ROAD, $UITE 300 AUSTIN, TEXAS 78746 0,11 AW?-' GROUND GAS PIPE - A ARCHITECT: BOB A. LUNDEEN, AtA 11A 817-735-7026 f JACOBS ENGINEERING 'Z/ F F 01�,L Y 777 MAIN STREET FORT WORTH, TEXAS 76102 ix, pill 11 / IS, SCOTT & WHITE SITE. -'37.12 ACRES ZONING PDD - ORDINANCE #2010-3300 j 4" p LEGAL DESCRIPTION' A, It N LOT I BLOCK I ry' SCOTT WHITE HEALTHCARE SUBDIVISION /�4 SUBMITTAL DATE: IJ x JUNE 13,2011 Xf E ISSU15D FOP, REVISION DATE E &V 0j LOT I if x" BLOCK 2 pfi I/ Al� SCOTT & WHITE HEALTHCARE A SUBDIVISION /1 1 > VOL, 10179 PG. 50 R t 711 C) 0 C; 8 D J.4 . .. ........ N 10 REVIEWED FOR IS, C C C P A �N, 'E , ji LOT 2 yz �/'�9 Sir SCOTT & WH I ITE HEALTOC BLOCK 1 A 4- ARE ON SUE36VISION C L U VOL. 10 0,9 PG. �O z' 30' 60' "S E K NEEMW5 _J5, -V I# 4- SCALE: 1"= 30' If h, 'x LOT 1 BLOCK 1 low OTT WHITE HEALTHCARE f C C Sc ilk 2 9 ff q \ i ---� - � X, j" 14 x", "S SUBDIVISION VOL. 10179 PG. 50 JOEL R BOCK O.R.B.C.T. X k�,',./ONAL A\ --- -------------------------------- YN, tj/ (A' 4 KEY PLANt 7 - 7 4- m4� 1 47/1", 0 Y, X Z, . . ................ .. 'v I P, If li�z , �4 44 50, Z C V 91 tSETRA B 2 B it J h x go mm I" so sm Im wa 0" xw *m wx ow w" wo rx mm on on on "m on mw rx w" r" mm .4 "d iw ""Ii. At -vk-** iO4�** m"i *m w "'m fm PA W% on m 01w1w wo-wAom," m "Sm 0% ON ww w" ww wn X4 V4 Im 0" V" Vw wo I" MATCHLINE CU104 MATCHLINE CU104 -------- - - --- ---- DRAVdING TITLE CAUTION: CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS VERTICALLY AND THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY PLAN "K HORIZONTALLY PRIOR TO START OF CONSTRUCTION� LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL 'BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE CALL SYSTEM 0 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 48 HOURS JACOBS PROJECT NUN45ER TOSHS PROJECT NUMBER f PRIOR TO BEGINNING CONSTRUCTION. F&W96852 11161 A A� DRAWING NUMBER U U I 1 -4 PRINT DATE JUNE 13,2011 m 016 0 MOM$ 4 3 LR;3 10 9 8 7 6 vo K(w"N' -10'101114i3 A ET . . .. .......... 3 2 4' 10 9 7 6 SSMH STAH SCOTT & WHITE MEMORIAL x X, F1 �x j HOSPITAL SCOTT, SHERWOOD AND il V, 0HQ__ ;AF BRINDLEY FOUNDATIONS 0Hu GA S' —7, —_ G -12. '1 GAS G,�\S - H 5 Mrf_ 0HU OHU�_ OHtj X 0HU--- 0Hu_ t Fi R 7 IL3:�7 -JU 011L CHU cH RwMI.55' mt SCO17 & WHITE HOSPITAL �W, 01-1 u 6 7' OH COLLEGESTATION 0Ht TX 014 u -----4t '>< '40 - '5/- 6"'1 7- tj 0� ROCK PRAIRIE R G AS OAD AS:- T GAS GAS r nlwt�4 TOP R=303.15' a4, '1 INLET TEXAS REGISTRATION 9F-2966 INLET 21' P,/;P (IJ4 0 2705 SEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 36- W,�5 T2n T_ -7 N MAYORAS G _Zz= Hu OWNER: C 000 QL 9 i CT S, INC �AR C ITE 2-Z SCOTT& WHITE MEMORIAL IL -238-8982 4 48 2400 S. 31 ST STREET �0, put-uc UVITI CA�CIIVIT TEMPLE, TEXAS 76508 'OL'017g, P0. so 4—� I 111_1P ENGINEER- r 1-i i; J_�_ 512-314-3100 JACOBS ENGINEERING :2706 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 EMMER �ox ARCHITECT: VOL, 30179, R F'! 043 BOB A. LUNDEEN, AIA 817-735-7026 "filization of C900 JACOBS ENGINEERING 4 F _Q.ENERAL__14Q!ES*- F LEGEND 777 MAIN STREET PVCDR18 X, FORTWO RTH, TEXAS 76102 26. 1. ALL WASTEWATER PIPE TO BE PVC SDR PROPERTY BOUNDARY 1�0 ho f) I- q__;_ "' . _331 SCOTT & WHITE SITE - 37.12 ACRE$ 2. ALL WATER PIPE TO BE PVC C900 DR 14. ALL FIRE HYDRANT LEADS TO EASEMENT OR SETRACK % I III LOT2 PDD - ORDINANCE #2010-3300 ww WASTEWATER UNE. BE DUCTILE IRON. ZONING BLOCK I SCOTT WHITE HEALTHCARE C,�N PROPOSED WASTEWATER MHOLE LEGAL DESCRIPTION: 3. CONTRACTOR. SHALL FURNISH AND INSTALL ALL MATERIALS' AND SUBDIVISION EXISTING WASTEWATER MWHOLE APPURTENANCES AS CALLED OUT ON THESE PLANS. LOT I BLOCK I VOL. 10179, PG� 50 SCOTT & WHITE HEALTHCARE SUBDIVISION O.R.B.C.T. EXISTING OVERHEAD UTILITY 4. ALL GRAVITY LINES ARE TO BE INSTALLED FROM DOWNSTREAM TO EXISTING UTILITY POLE SUBMITTAL DATE., UPSTREAM. JUNE 13, 2011 'Z WASTEWATER CLEAN OUT N 5. THE TAPPING SLEEVE MUST BE A FULL -BODY, DUCTILE IRON SLEEVE IN nRE HYDRANT ISSUED FOR REVISION DATE E, ACCORDANCE WITH CITY OF COLLEGE STATION SPECIFICATIONS AND WATER VALVE STANDARD PRODUCTS� WATER METER L4 WATER UNE 6. ALL M OVERS TO R LOT 1 WL_ ANHOLE C EAD "CITY OF COLLEGE STATION"i BLOCK I FIRE HYDIRIW ASSEMBLY SUBDIVISION EXISTING CONTOUR MECHANICALLY RESTRAINED PER MANUFACTURERS RECOMMENDATIONS. ? SCOTT & WHITE HEALTHCARE 7. ALL FITTINGS AND JOINTS SHALL HAVE THRUST BLOCKING OR SHALLBE --_YOL� 10179, PC. 50 L7 co -0,R.B.C.T. PROPOSED CONTOUR 8. FOR SLOPES AND TRENCHES: ALL CONSTRUCTION OPERATION SHALL BE TREE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATION OF THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). MSTINI3 9. AN ISOLATION VALVE, LOCKED IN AN OPEN POSITION, SHALL BE INSTALLED POSS 1< D CQVVR�M �,X ON THE FIRE SUPPRESSION SERVICE LINE AND SHALL BE MAINTAINED BY D THE CITY. N -t of civil site pack.age REViE /A No Oil Interceptor as pw C 0 vivi _A A. N 7011 w4 flON A C 01 L i- aa k,*� i I " �t 4 -RiNG ENG ME; 0 15' 30' 60' �,6 SCALE: 1"= 30' !1z Aw C C "�j JOEL R Ito A 44;t,-, Ct-N DRILL AND KEY PU-ft t ACCESS EASEMENT A VOL. 7095 PG. 66 I LOT 3 O�R-B-C-T� \V Z > BLO CK I jr 1-4' Dik WASTEWATER MANHOL -Y SC01T & WHITE HEALTHCARE\ E SUBDIVISION u N FL (8- OUT)= 301.35 0 VOL. 10179, PG. 5 _Qa'n" REFERENCE CONSTRUCTION DETAILS WASTEWATER O.RiS.C.T. z B B 4 "AF/ ev`� Ill X-11 + —ow 1;i-iw. MATCHLINE CU105 MATCHLINE OU105 DRAWING TITLE UTILIW PLAN "B" ------------- CAUTION: "*77 JAC013S PROJECT NUMSER TDSHS PROJEC7748ER CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS VERTICALLY AND THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE FSW96852 HORIZONTALLY PRIOR TO START OF CONSTRUCTION. M � _ . ..... A LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE A RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES By CALLING TEXAS ONE DRAVVING NUMBER CALL SYSTEM 0 811 FOR LOCATION OF ALL UL TILITIESJ LEAST 48 HOURS. PRIOR TO BEGINNING CONSTRUCTION. Cu 1 00> PRiNT DATE JUNE 13,2011 --------------------- 10 9 8 7 6 4 3 Ij PlU X k %J� 1*2 .. ......... ..... . . . ........ . .. . ........ ......... 10 8 7 6 5 4 3 2 TC NE - - MA HLI CU102 MATCHLINE CU102 asa r®� ss a e rm mm,!m r� e� dra net 1 a� as® sss� as » ari issn -®®eei sss�s sssn a*� sus smet �: ®s see a!sst a� asn ■as sssna @/w_(, emi ._. - e,e �. er.� ewe 1�( ems e! end, ors esr r t�1 eye e*e rim e+e era er..as ear . cse eam sam ez�a eye w Asae+ sem �� eee mra �s era rae ° �aa e�a4—'--'- \ ��`°l' F"4 f f # <.. e� asn e� a {■r ;5: -.3 F sg "�"`' :_ '' _ L!\\q\.\ (/ _ •. tfaf�at¢. a x3.,a-.yKf. .; / - T ... } /LEGEG 2AL oTEs: �s,to ;IN, SCOTT &WHITE MEMORIAL �'t.w�, •,,'.. =r>� � ��° � '""_" � �� _�_ CCCp yC F ��^y Q p g ('SEC !�t}�}�t�} S.ra.CGl. k Jb�'.. / ~ ~� ', iJ�E.I.L.£i14Pi '../3aJ t.i i.S I.�.L 3Ff.'..'Y.,. PuI ....T HOSPITAL R PROPERTY BOUNDARY 1. ALL WASTEWATER PIPE TO BE PVC SDR 26.' / / / SCOTT SHERWOOD AND uu ;, — — — — — — — CASEMENT OR SETBACK .. BRINDLEY FOUNDATIONS u f I / 2g L - / i al -:, t�",.rk .. � 2. ALL WATER PIPE TO BE PVC C900 DR 14. ALL FIRE HYDRANT LEADS TO 1 i � �fz�. ��,, � , ,i �z�:~ co—�wvr WASTEWATER .uNE BE DUCTILE IRON. N � PROPOSED WASTEWATER MANHOLE J n ww EXISTING WASTEWATER. MANHOLE 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND ' � • _ ? ,sR'i APPURTENANCES AS CALLED OUT ON THESE PLANS. kk� �, , 2,• O N U IXISTING OVERHEAD UT1lJTY SCOTT J% _ =9 � � ,� �. � �-- I+x►snNG UTILITY POLE 4. ALL GRAVITY LINES ARE TO BE INSTALLED FROM ,DOWNSTREAM TO � 5 / - co COLLEGE STATION, TX UPSTREAM. Z / / '-'-- WASTEWATER CLEAN OUT �rzti��•� / / / ' / / / \ -� 296/ FIRE HYDRANT 5. THE TAPPING SLEEVE MUST BE A FULL —BODY, DUCTILE IRON SLEEVE IN 1 . / / ACCORDANCE WITH CITY OF COLLEGE STATION SPECIFICATIONS AND l� 2g / WATER VALVE STANDARD PRODUCTS. Knowwhat" Quin/ WATER METER / ' - / WATER LINE L MANHOLE C 0 COLLEGE STATION". , - / . \ 6. AL MA H LE COVERS TO READ "CITY F TEXAS REGISTRATION ;I#F 2966 Ig 1 w�---�- FIRE HYDRANT' ASSEMBLY .. ' A D IT 3 befu 2705 BEE CAVE ROAD, SUITE 00 ' / > / y; 7. ALL FITTINGS AND JOINTS SHALL HAVE THRUST BLOCKING OR SHALL BE AUSTIN TEXAS 78746 ry / / / / ---- TER b 3 - - -- aclsTtNc CONTOUR MECHANICALLY RESTRAINED PER MANUFACTURERS RECOMMENDATIONS. ` 1 ATHER PROPOSED CONTOUR �ARCH N MAYORAS 8. FOR SLOPES AND TRENCHES: ALL CONSTRUCTION OPERATION SHALL BE 1 ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATION OF THE U.S. ITECTS INC. EXISTING TREE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). \� 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. y .ii Il t �'II11iiii w I OWNER. I ..a: - SCOTT & WHITE MEMORIAL 4-28 92 6, 2400 S. 31ST STREET \, cll�N 1 co TEMPLE, TEXAS 76508 ENGINEER. /V 9 - �� \ \ JOEL R. BOR. BOCK, P.E. #98441 I 512-314-3100 N ` JACOBS ENGINEERING / / I 1 2705 BEE CAVE ROAD SUITE 300 AUSTIN, TEXAS 78746 I N , SCOTT &WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE ##2010.3300 J 2,97` " 1 1-12 RESILIENT SEAT GATE VALVE � ---- REFERENCE CONSTRUCTION �� / / DETAILS — WATER ISSUED FOR REVISION DATE tL- / 1—FIRE HYDRANT / - / N .ASSEMBLY ! e N 1-12 X6 SWIVEL TEE 1-6 RESILIENT SEAT GATE VALVE f 11 LF 6" DI CL-350 WL ., 1—FIRE HYDRANT �e •�- 6� / / `� REFERENCE CONSTRUCTION ©G / / / �, \ DETAILS - WATER N I I. [ � e 6 Ir 1-4 DIA. WASTEWATER MA14HOLE L (8IN)=281.78 •�.�F � FL (8" OUT)=281.68 REFERENCE CONSTRUCTION \ ` DETAILS — 'WASTEWATER \ e \ \\ n_3 SCALE: 1 0 \ 1-4DIA. WASTEWATER MANHOLE®1 \ FL (8" IN)=280.80 e �,. s / \ ` FL (8 IN)=280.97 /1 FL (8 OUT)=280.70 � Qyo,, Q. . / o........................:......p ti , o d JOEL R. BOCK \ REFERENCE CONSTRUCTION , �, , o o �. } - � DETAILS —WASTEWATER / �'�x ,��, \ �� `\ t o / •;--; \ ION 1—FIRE .HYDRANT .ASSEMBLY CL NIC KEY PLAN: i 12 X6 SWIVEL TEE \ \ 1-6 RESILIENT SEAT GATE VALVE \ , ., ,, •£ ` (, `/ l / 35 LF 6" DI CL-350 WL y 4M4 1—FIRE HYDRANT e / e l FL (6 IN)=290.00 \ 1 ,fly REFERENCE CONSTRUCTION REFERENCE CONSTRUCTION is DETAILS - WATER \ ."' � DETAILS —WASTEWATER � ..:: \ -ti _ _ _ N i e REFERENCE MEP PLANS ,� �\ / N / 1-12 RESILIENT SEA \ e / \ � T GATE.. VALVE LOT 1 � N REFERENCE CONSTRUCTION \ .,... BLOCK 1 e \ o rn rn / /� DETAILS WATER v SCOTT &WHITE HEALTHCARE rn e N ,; , / SUBDIVISION � � / / `Z x s \ VOL. 10179, PG.' 50 � ,/ % �.; #°I�i �,.Ifi., O.R.B.C.T. N /�' / r £ ,wuqr / cp C O , Ii DRAWING TITLE N a „ valve. / ,�' / \ Cfi J j 6 UTILITY PLAN Q asp asaa asm ss, as a ama ass ass°t sasa \sm MM m asas same PIS WN re Sawa m"m :: P-M Wq ra can "m a�a / ra e ` ! ' / ��. \ ass alsi eye ra �i®� e�4 � �6 � e® ess mma � a� �a esm � ea ®ms Ea � n� �a �e'r�� r� e*� ee�s r� ems, e - rs a� has eea ®tee rya � �,i � um � use � � e�m �i � a+sse eas � ens _ __ eei+ � � m n" MATCHUNE - CU106 M CHUNE CU106 JACOBS PROJECT NUMBER TgSHS PROJECT NUMBER UTILITY CROSSINGS• ... — SD=291.45 8" �� O �293.81 1 24"LSD=2910.018 L.:J $O"WWL 293 50 6" WL CAUTION: CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS VERTICALLY AND HORIZONTALLY PRIOR TO START OF CONSTRUCTION. 12 WL=294.18 8 WWL=280.94 �� 30LSD=284.35 �./ 6" WL L299.282 PRINT NT DATE MAY 13, 2011 RUM m J. :w : 42 1 �pll" 1611 en 10 9 8 7 6 5 4 3 2 1 MATCHLINE - CU103 . MATCHLINE -- CU103....s.,': w y e� mm mm mm ems.,® ®wee � eAe rss Rs re u� ®es � eas e� � a a� � a�f � rem a� e� e±� � era � Ra+s uet � a W" .. im res rm m s m � � e,nl � ref � st .' / ,� e� �,� � Eas �� t.��a �m e� c+� ear arae �� ess a� � e� �x� e� ias � c� e® dies �r�■®a�.�rst�e� caa ta�st�a � �e� e�s�aa e��r� r�tanr+��?s eaa �m ea�� eats � t� � a� ��e�® SCOTT & WHITE MEMORIAL o p ` \ \ DRILL SITE AND / LEGEND GENERAL NOTES: / \ rfE� ACCESS EASEMENT � \ �� n� �� E � HOSPITAL tl \ \ ry``, �., ., 4 SCOTT, SHERWOOD AND VOL. 7095 PG. 66 '� -- -- PROPERTY BOUNDARY 1. ALL WASTEWATER PIPE TO BE PVC SDR 26. ",tn , ; p , I rF ;, DRINDLEY FOUNDATIONS p \ S f 2. - - - - - - - - - 2. ALL WATER PIPE TO BE PVC C900 DR 14. ALL FIRE HYDRANT LEADS TO EASEMENT OR SETBACK f< .::, � 1, .n. ,� ;• z p ( / \ BE DUCTILE IRON. .,.FY..4 ._.. ! \ ' � � , WASTEWATER LINE M 0)N PROPOSED WASTEWATER MANHOLE �� 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EXISTING WASTEWATER MANHOLE APPURTENANCES AS CALLED OUT ON THESE PLANS. SCOTT WHITEHOSPITAL OHU EXISTING OVERHEAD UTILITY EXISTING UTILITY POLE % 4. ALL GRAVITY LINES ARE TO BE INSTALLED FROM DOWNSTREAM TO COLLEGE STATION, T ,� Co.UPSTREAM. WASTEWATER .CLEAN OUT p \ 5. THE TAPPING SLEEVE MUST BE A FULL -BODY, DUCTILE IRON SLEEVE IN / • � � ,/ -¢ FIRE HYDRANT.. ACCORDANCE WITH CITY OF COLLEGE STATION SPECIFICATIONS AND , \ WATER VALVE ' '� ___ STANDARD PRODUCTS. . -fr... p f 1 4 DIA. WASTEWATER MANHOLE � / \ " I `� WATER METER p \ FL 8 IN=299.36 '� TEXAS REGISTRATION �#I`-2966 „ „ { - ) _ ^�~ 314 \ VYL WATER LINE 6. ALL MANHOLE COVERS.TO TO READ."CITY CITY OF COLLEGE STATION . FL (8 OUT)-299.26 � o / l 2705 BEE CAVE ROAD, SUITE 300 REFERENCE CONSTRUCTION �� 31.q �� WL FIRE HYDRANT ASSEMBLY AUSTIN TEXAS 78746 p 3 r �, �- o _ °' \ 7. ALL FITTINGS AND JOINTS SHALL HAVE THRUST BLOCKING OR SHALL BE DETAILS WASTEWATER q7 l � �--- --- EXISTING CONTOUR MECHANICALLY RESTRAINED PER MANUFACTURERS RECOMMENDATIONS. ., 372 � \ o MOON • MAYORAS (� p ' o PROPOSED CONTOUR 8. FOR SLOPES AND TRENCHES: ALL CONSTRUCTION OPERATION SHALL BE ,3-1 3;trl a tca f 311 �' o�, ---- -300 n . AIcHITI:cTs, INC. 3 ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATION OF THE U.S. %� p I \ 311 >`" EXISTING TREE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). 1-8" WASTEWATER CLEAN OUT \ \ / 31 = 313 0 VALVE, LOCKED OPEN POSITION, SHALL BE INSTALLED 9. AN ISOLATION L L IN AN P IN AL D 1 15' CO MON EA `o � FL 299.49 \ �,/ � , M _o � D E Y a ^� ON THE FIRE SUPPRESSION SERVICE LINE AN SMALL BE MAINTAINED B VOL. 10179, PG. 50 / o THE CITY. a . 3 _ J OWNER. 3 •� -� �. , , . SCOTT & WHITE MEMORIAL 1-4 D IA. WASTEWATER MANHOLE f:r:ie3n I ! III Interceptor P1 14II _I 484-238-8982 ...-a' n \ pFL 308 2400 S. 31ST STREET p FL (8" OUT)=290.16 / �3' P LIC ACC S EASE�EN / \ �- \ TEMPLE TEXAS 76508 tI Qi L. \ p REFERENCE CONSTRUCTION �0� � , VO10179, 50 ` / \ \ `� - R.B.C.T. 3 31T' 2o f LOT 3 \ , \ DETAILS -..WASTEWATER �2 / �' �✓ ._-- --•` BLOCK 1 Og \ ENGINEER: p 3 ! � � SCOTT & WHITE HEALTHCARE JOEL R. BOCK, P.E. #98441 ' 612-314-3100 p F SUBDIVISION 1=.� , P;,., ,. JACOBS ENGINEERING 9 PG. 50 , VOL 017 , a 3 0 3 \ 1 r D I 27 AVE ROAD, SUITE 300 I( 5 05 BEE C R c. O.R B ` ,, A STI EXAS 78745 t LOT 1 - U N T p 304 l 1 BLOCK 1 1 3.; SCOTT 8: WHITE SITE - 37.12 ACRESti 37SCOTT �c TE HEALTHCARE 1 FL (8 WW LN) = 290.63 _ 3 ZONING - PDD - ORDINANCE #2010-3300 p err " VOL. 10179, 1-12" 45' BEND 30,3 FL (8 WW 290.63 p O.R.B.C.T. REF. CONST. ,4.• / ... _ p► 3 DTLS. -- WATER a c� _ „ ok fiY>, t *act r� 1 8 WASTEWATER CLEAN OUT 9� ,y 292.03 Il 341 70 - 1-- \ 12 X8 CROSS / 2-8 RESILIENT SEAT GATE VALVES . \ O REFERENCE ISSUED FOR REVISION DATE / CONSTRUCTION DETAILS WATER. h,40nf m 3.01 EXTEND 8 WATER LINES BEHIND BACK OF.offe IMER (logo \ �- CURB FOR FUTURE CONNECTIONS. VALVES ,-- � J 0 TO REMAIN CLOSED. o - .-3` 309 - - '� � �- �, \ ` 1-8" ISOLATION VALVE WITH LOCKABLE LID y 2 I REFERENCE CONSTRUCTION DETAILS WATER. �•\„ 1-12"X8" .CROSS 280 chin r 1-12 RESILIENT SEAT GATE VALVE 30 ° o 1-8" REFERENCE CONSTRUCTION DETAILS -- WATER. °, 8 WASTEWATER \ ER. D � CLEAN OUT / �p �,f�lv� lip ..� sub m Iv' aintair: darn FL - 291.55 1-8 ISOLATION VALVE WITH LOCKABLE LID R C , 8 3 , v.Gr I.1 up to 3' „ /� \ \ REFERENCE CONSTRUCTION DETAILS WATER. r: z 2\ o� \ 1,J water me, er• vault; p REFERENCE CONSTRUCTION \ then r��l� .�� t REF _ d� ., .:, FIRE DEPARTMENT- CONNECTION 06 DETAILS WATER _ II"I Till: �.r vOL.tlt. � •�.- 1 6 WATER LINE • .. REFERENCECONSTRUCTION .:�,�� f;,�� _ ---- --'" 4 •- yy \ 3 �„ REFERENCE o �� 0 3 S 0 7 -- •�T, E MEP PLANS .FOR o DETAILS -WATER _... \ �- g t �7 I' a t r y 8 DOMESTIC WATER CONNECTION ' \ � �., Ir � �� ,� �"� � �� s s. ,�-•- ' , 1 3 DOMESTIC WATER METER \ D Iin l cl-ad r stub _'behind ehirl...d R1 $� REFERENCE CONSTRUCTION \ \ cur i _ \ \ o back of c.. r I CiNvIl .€SIe. 306 � 1 DETAILS WATER. oo \ D \ s 0 15' 30' 60' Baci tl w Prevention ��.,R. 0 REFERENCE MEP PLANS FOR \ r�' v Devices Located l SCALE:1" - 3Q' 8" FIRE .LINE CONNECTION & � �° ____ _.._- - - ---- . - ---- - --- - os �:,, Inside Building „ D -- \ 6 FIRE DEPARTMENT CONNECTION - �. o>^ L // r . �E ... 1 1 „ 1-FIRE HYDRANT � '�.•• • :q tl - RA T ASSEMBLY 1 12 45 BEND / •. t C I i " „ *. .* t p L.. NI� _ , REFERENCE 1-12 X6 SWIVEL TEE � ® • � CONSTRUCTION _ + --�' _� _ „ 3 0\ �'..........................:....� DETAILS -WATER 3 1 6 RESILIENT SEAT GATE VALVE o 0 / 6 - - - JOEL. R. BOCK \ E „ D o3 _ , ........................./ � ! � 8 LF 6" D1 CL-350 WL �- -� � 98441 1 o ! 1-FIRE HYDRANT 30� `l ~ �` 305 / �� 0 •'••.< 1 D I REFERENCE CONSTRUCTION DETAILS = WATER _ S \ till /ontAL �� = KEY PLAN: l o 6 3 A \ 04 / o v I _ % + VOL. P.U. _-- Q 3ps I 0.--_..., PG. \ _ - ^ _ \ \ ,� B �. p o l 2013303 v % j o w I � W� z + \ I \ 3 \ 1 ` 3�� I 02 302 302 \ DRAWING TITLE UTILITY FLAN ID 11 MATCHLINE CU107 MATCHUNE CU107 JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER UTILITY CRO SSINGS: INGS. -- F8W96852 11161 A GI " : " » CAUTION: DRAWING NUMBER 18" SD=288.64 8 X3 SD=282.41 24 SD=284.66 �D 48 SD=283.42 CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS VERTICALLY AND 12 WL=293.79 O 8 WL=296.50 O 8 WWL=282.04. O 8 WWL=291.35 HORIZONTALLY PRIOR TO START OF CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE 18LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE CU105 O 48" SD=283.46 8 X3SD=28239 12" WL=295A1 p SD=285.45 O ' .11 12 WL=294.32 8 WWL=291.29 6 WL=296.50 8 WWL=291.05 RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE CALL SYSTEM ® 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 48 HOURS 2" WL=295.09 O 2" WL=295.68 O 8"pWWL 300.73 PRIOR TO BEGINNING CONSTRUCTION. PRINT DATA MAY 13, 2011 9 7 6 11*1 Im"T 4. q - f' MATCHLINE - CU104 MATCHLINE - CU104 mm lit m "m !4! w" m m ®!t!� mm !!t1 �!! an MR �!! 1® ® !!7 _ ®. .. U.all , _ _ If±'.! !c}g 1^�1 !!!^! .: L+'S !S9 Pa!d _ -- ! lTJ� IA9! TEA! E99 m 77 w I= Im em @Sf @!�! !S - � .l7L R+��'4 !9?J ES � !„9 A! �.9 !!49 �7 1� _ 11!'1'� !R9 11.'!� � _ _ _ n R:^_'¢ 0\`� 7 �\� '� 7 �' \ `T � 'il IPA � T" "ail t°°i � �%" _ _ / /�''�, / � . � \ � � ��. � � ate`- �' "� D WASTEWATER MANHOLE -V / \ 1 CLEANOUT 1-CLEANOUT 12 SD-291.13 8 WWL-277.05 }, / '� y , <� �" � .L d UTILITY CROSSINGS: _ „ \ K, -- E 1. R 8 # 16 „ = _ _ .x: SCOTT &WHITE MEMORIAL FL 8 IN 279.58 / FL 6 IN =2 7 8.75 FL 6 289.67 8 wwL=293.00 1 o wL=z84.00 ( ) ( ) ( ) o :.$; (y t� FL 8 OUT=279.48 REFERENCE CONSTRUCTION w REFERENCE CONSTRUCTI ' N` \ 1`' ;,,"'�; HOSPITAL 5{= \ 8 WWL=278.26 18y SD=284.61 17 6 yWL=279.0o REFERENCE CONSTRUCTION DETAILS - WASTEWATER / / / �\\ , DETAILS - WASTEWATER DETAILS - WASTEWATER C f y ' F SCOTT SHERWOOD AND t a `;J 24" SD-286.41 12 WL=281.94 10 WL=282.00717 / �' {�}^£�� \ \ � 8 \ �� © ' � ��' �" �� ' / �`L / �. 1 \ ..\ ('�� {'. �^� s� � � 3d`� BRINDLEY FOUNDATIONS jj-�' 24 SD=286 3 3 SD-291.26 8 WWL-278.81 1 FIRE HYDRANT ASSEMBLY - \ 1 / 1 CLEANOUT :. Q ,..,, �,.ht .,� � Q 6 WWL=286.85 10 WL=282.00 1-12 X6 SWIVEL / = 12" WL=289.93 L TEE / FL. 6 .: .. _ 1 � p � / 0 \\ ( )-278.69 �, . 1 CLEANO � ..,n...:...,.,. ,... : v, .. „ y - y 1-6 RESILIENT SEAT GATE VALVE / / v "� � REFERENCE CONSTRUCTION 6 WWL=286.80 24 SD=286.77 8 WWL=275.47 1 3 y 11 19 y _ 35 LF 6" DI CL-350 Ix' // - DETAILS -WASTEWATER \ FL (6")=289.72 12 SD=291.27 12 WL-283.94 12 WL-287.15 WLQ 7g 4y�,��x � _ � 1-FIRE .HYDRANT /! / 0 � "' \ REFERENCE CONSTRUCTIONSCOTT & WHITE HOSPITAL / 6" WWL-287.55 24" SD=286.25 REFERENCE CONSTRUCT 0 /i / F,� \ \ \ DETAILS WAS <r ' `y,, •{.` 4 12" SD=290.80 12 8" WWL=278.85 DETAILS -WATER I N / /� �, \ 5�� \ FL=278.24 ETA •�/ -1 ` 6" WWL=288.96 24" SD=286.17TION, TX / 5 0 10" SD=291.18 0. 12" WL=290.66 1-12 RESILIENT SEAT GATE VALVE � ;.. / / LOT w �� _ -` FL (6" IN)=279.00 1 what's „ REFERENCE CONSTRUCTION �.�,-_ / / \ ' �" _ - _ - � 0• � Yfi : BLOCK 1 #. _ Know 6 4 "WWL 290.6 8 14 12" SD-290.00 DETAILS WATER 12 ; . \ �0`' ` 1-CLEANOUT g h REFERENCE MEP PLANS -- � 12 SD=290.68 � :12 WL==286.50 r, � Q o� o � „ _ � r,yb SCOTT &WHITE HEALTHCARE .� � ': •:. , FL (6) 278.94 FOR CONTINUATION. \ dmign _,,#/ r SUBDIVISIO 15 P. .E. REFERENCE 0-# = 8 WWL=276.14 / C NSTRUCTION06 WWL 289.25 /VOL. 10179 PG.�50 TEXAS REGISTRATION #F-2966 1paolbef 12 SD=290.38 0 6 WL=284A0 / PG. ` / Y3y < DETAILS WASTEWATER / 0 b.C,T. / /! �1�. \ O.R.B.C.T. \ 1 2705 EPEE CAVE ROAD, SUITE 300 \ \V \ \\\ \ \�\ \ \ I if n � 7 11 11 I `L \ �� N \ AUSTIN, TEXAS 78746 / \ HOSPITAL rlr 1-FIRE HYDRANT ASSEMBLY r 1 MOAN • MAYORAB 1-12„X6" SWIVEL TEE / GENERAL NOTES: Utilization .,�f C900 � _6" RESILIENT SEAT GATE VALVE / \ � ; / \ fCI1 1... ARCHTTEGTS, Itvc. 6 LF 6" DI CL-350 WL 1. ALL WASTEWATER PIPE TO BE PVC SDR 26 1-FIRE HYDRANT 4 REFERENCE CONSTRUCTION / ` \ \ \ Z. ALI_ WATER PIPE TO BE PVC C900 DR 14. ALL FIRE HYDRANT LEADS TO Or - CAUTION: \ \ 1 CAUTION: DETAILS -WATER . DUCTILE IRON. � D / \ rv,. i wtl,� tee t CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS VERTICALLY .AND :. _ . / / R CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND 0 :.., . Sly. ftilT f��l // . HORIZONTALLY PRIOR TO START OF CONSTRUCTION. / .,. ,. . _ .. 1 OWNER. . / 2 APPURTENANCES AS CALLED OUT -0N THESE PLANS. 9 Aci l� eutr lr�� tr r locations tl r f \ff 9Tank.....,1 SCOTT & WHITE MEMORIAL 1 / / . Tank I � P : ;� r ,�tra3ization 484-238-8982 WARNING! <. \ALI_ GRAVITY LINES ARE TO BE INSTALLED FROM DOWNSTREAM TO UPSTREAM. 1 e mo ejector vault2400 S. 31ST STREET /�/ / _Imr�°�irf:�l�;,��.�r�tl �r t - 1 ;, , - THE ENGINEER ASSUMES NO RESPONSIBILITY FOR HE ACCURACY OF THE / \ ® _ TEMPLE TEXAS 76508 T 2 / \. 3 equal , � � -:.. 5. .THE TAPPING SLEEVE MUST BE A FULL BODY, DUCTILE IRON SLEEVE IN I r�F �,; 1 v' \/ LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE \ -:� , � I�-�� _ � / � i \ �..� ., ACCORDANCE WITH CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARD RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE / '� / \ \ \ 0196 PRODUCTS. 1 ENGINEER: CALL SYSTEM G 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 48 HOURS / // _ \ \ \ \ 1 JOEL R. BOCK, P.E. #98441 PRIOR TO BEGINNING CONSTRUCTION. / / 1 CLEANOUT ,Y 1 512-314-3100 / \ 6. ALL MANHOLE COVERS TO READ CITY OF COLLEGE. STATION".FL 1 JACOBS ENGINEERING .^ \ REFERENCE \ # �-�,- \ � CONSTRUCTION � \ � 2705 BEE CAVE ROAD, SUITE 3Q0 \ \ FL 4 IN =279.00 7. ALL FITTINGS AND JOINTS SHALL HAVE THRUST BLOCKING OR SHALL BE :�� 4 N . � / / DETAILS -WASTEWATER � _ AUSTIN, TEXAS 78746 1--12" RESILIENT SEAT GATE VALVED `"�� '�`u i �' „ _ `F REFERENCE MEP PLANE MECHANICALLY RESTRAINED PER MANUFACTURERS RECOMMENDATIONS. 1 FL (6 )=279.00 REFERENCE CONSTRUCTION \ / / \ �6, \ \ FOR CONTINUATION. 1 REFERENCE MEP PLANS SCOTT & WHITE SITE - 37.12 ACRES DETAILS - WATER \ 1 / 1-CLEANOUT FOR CONTINUATION. 1-500 GALLON PARK 8. FOR SLOPES AND TRENCHES: ALL CONSTRUCTION OPERATION SHALL BE 1 FL (6")=275,75 ENVIRONMENTAL ACID ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATION OF THE U.S. 1 ZONING - PDD - ORDINANCE #2010-3300 I r.;� •, - ;/ � I .. REFERENCE CONSTRUCTION \ NEUTRALIZATION TANK OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). 1 \ _ 1 DETAILS -WASTEWATER 1 4 DIA. WASTEWATER MANHOLE WITH 4 VENT. 1 I 2 12 45 BEND „ " _ 0 SHALL INSTALLED ON _ �'� / REFERENCE CONSTRUCTION \ FL {8" IN} 275.82 FL (6 OUT) 278.50 9. AN ISOLATION VALVE, LOCKED IN AN OPEN POSITION, A E r 1-4' DIA. WASTEWATER MANHOLE \ 1 DETAILS -WATER FL (8 OUT)=275.72 REFERENCE MEP PLANS . " THE AFIRE SUPPRESSION SERVICE LINE AND SHALL BE MAINTAINED BY THE CITY. FL 8" IN =277 \ \ �' \ 29a REFERENCE CONSTRUCTION FOR CONTINUATION rrl,E �y No Interceptor �.r part iriliE< ( ) .15 l I P P 1 .... \ � DETAILS WASTEWATER (ANT-1 P 601). FL (8 OUT)=277.05 \ 1-4 DIA. WASTEWATER MANHOLE \ _. REFERENCE CONSTRUCTIONr '9' ,:.:. 11 _ w : � . FL 6 IN 275.69 3500 Gallo :�, may: ( )yy 1 DETAILS -- WASTEWATER " \ _ # \ SIu ply, In t allrr r lr to f .cr l�Wr P w91 1 0 1 �� !� FL (8 IN)=275.53 �.■ � � ISSUED FOR REVISION DATE 2 2 6 45 BEND 1-FIRE HYDRANT ASSEMBLY > �p y \ ` \ �, FL (8" IN)=275.53 \ REFERENCE CONSTRUCTION FL (4„)=295.00 y „ \ \ \ DETAILS - WATER nF!" 1-12 X6 SWIVEL TEE FL (8 OUT)=275.43 \ REFERENCE MEP PLANS t l"�t \ REFERENCE CONSTRUCTION '4 FOR CONTINUATION \,... - • '�- � \ �' 1-6 RESILIENT. SEAT GATE VALVE 1-4' DIA. WASTEWATER MANHOLE \ g6 ,1 # DETAILS \ ,:: 7O LF 6 DI CL-350 WL' F -.h,. \ \ WASTEWATER `L (P100.1) :.: L (8 IN)=276.27 \ " . 1-FIRE HYDRANT FL 8" OU _ . , \ c' \ �,. �° 1-10 45 BEND " Imm.Im.. REFERENCE CONSTRUCTION \ REFERENCE CONSTRUCTION 1-3500 GALLON GREASE ` DETAILS - WATER REFERENCE CONSTRUCTION 4 � \ \ DETAILS - WATER $ a•-/�i 22 � \ \ � °� ., \ <: INTERCEPTOR (PARK \ DETAILS -WASTEWATER-77 \ ENVIRON'fMENTAL OR EQUAL 45' BEND Q � DEPARTMENT N . TI - 1 VIM,,\ \ rn` w' \ FIRE DEPARTMENT CONNECTION . . j .REFERENCE CONSTRUCTION �, FL (6" Ild)=292.50 „ 1 , " \r'� \ r' , DETAILS -- WATER \ ti „ _ 1-6 WATER LINE 1 12 X6 SWIVEL TEE \ /� \ \ \ FL (6 OUT)=292.00 REFERENCE CONSTRUCTION 1-6" RESILIENT SEAT GATE VALVE '", \ \ s REFERENCE CONSTRUCTION DETAILS -WATER \ 1 REFERENCE CONSTRUCTION _ rn \ FL=277.73 DETAILS - WASTEWATER DETAILS WATER\ \ REFERENCE MEP FOR _ 0' \ � .,,, ::: , �I# ('l).<..t ver�t;ll,r� sI�v�3l.I.��,��r`I�� Iw�� to :,, \ ,w � CONTINUATION P 601 :.:.:�_.:�:, 1�3 :; . • � •-� T \ ,.. � �fi�? I.�?SO IC: 3t4.�(` �3t1r1�?.CtIOr� ,. \ y ,y \ \ REFERENCE MEP PLANS FOR ��<v:::�:: 1-12 RESILIENT SEA ,:�, -;. � . � f �., P _ GATE VALVE 1 REFERENCE CONSTRUCTION " . ' \ � 6- ---,._ 6 6 FIRE LINE CONNECTION 1 \l:ff'�u3l.rr:ltll,l �, 4YL a \ )y 1 DETAILS -WATER �-W.,e,. � 'a . , \ � { - 6 � � .r4,- t� l� ir•€�t�.11 •�f �' ��y �t .�� r:`�I�tl tt x \FFICO Located jy=, BEND C - . ccIr t.� .M,r€ f,IIIt �rlllrlrrf 1� \ \ REFERENCE CONSTRUCTION \i � ..:; DETAILS -WATER \ oy�\ �Ir�r� 9,4 \ � 1--FIRE HYDRANT ASSEMBLY ._ � ` ` � \ \ 4 *: \ \ 18 \ \ 1-12 X6 SWIVEL TEE �,t• REFERENCE ME FO - ,,.''::, " _ 1 \ P R 10 F{RE�<r..1-12 45 BEND 1 1-6 RESILIENT SEAT GATE VALVE � �� \ 16 ,.. \ LINE CONNECTION. , �.:. ;:.:. .:� � 1 � M r REFERENCE CONSTRUCTION 0 15 30 60 10 LF 6 DI CL-350 WL \ �` ,, • . �. `" 13 ` Iu. ' ..,r s , / rn � \ � SHEET P100.5 �;,: _ 1-FIRE HYDRANT \ � .: 6 � :. �\ DETAILS WATER w REFERENCE CONSTRUCTION \P. \ \ fC F F 1Ct" FireI\e to I �0� h DETAILS -- WATER \ > \ \ FL=278.00 \ V G. • ,j, \ 1 SCALE: 1" = 30' g(�, I.E. of l EJt ,rltr� \ •�q ,B. 1 \1 1 \ REFERENCE MEP PLANS FOR y s Hey for .tr:.-I.1€°Itrl ��' \ OF \1 \ m , r CONTINUATION. SHEET P100.5 \ E T LOT 1 } ., \ r ,,......, . BLOCK 3 1 4 DIA. WASTEWATER � � t � I� . l l � r s are � .. ,�P,. ., p MANHOLE I l l SCOTT &WHITE HEALTHCARE # \ ,. .. \ � _ - . r+J� •,S S�Bo,S:oN FL (8 IN)=274.87 �y \ / REFERENCE VOL. ,0,�9. PG. so > o� MEP FOR \ 1T . FL (8 IN)=274.87 �� \ �� y CONTINUATION OF 2-6„ c 1 A 14 1....:.....................:....� °' 295 9 d JOEL R BOCK A \ sz \ \ d...............................� FL (8" OUT)=274.77 2 0 � DOMESTIC WATER LINES s 2� 1 �' 98441 : �i REFERENCE CONSTRUCTION \ \ �.:.�,. � \ \ , �� - SHEET-P100.5 � \ 4 � . w �, \ \ 2-4 DOMESTIC WATER METER I 1 t} o •. DETAILS WASTEWATER • , N 2 „ 1 2 1 a ... .� ,� > \ \ 6 RESILIENT SEAT GATE VALVE 294 95 s G 6 NATURAL GAS LINE A REFERENCE CONSTRUCTION T \ „ # *y�•.,;#�s.�:; 5 PSI 5 FEET FROM CUP.- \ 1-12 X6 SWIVEL TEE \\ / / DETAILS = WATER REFERENCE MEP PLANS OR 293 1 1 KEY PLAN: 1-6 RESILIENT SEAT GATE VALVE \ ��' ::. CONTINUATION. \ „ r REFERENCE CONSTRUCTION \\ r' \ �_ w :._ ._,.�rfx 4-12" 45' BEND '�' :: • 1-12 11.25 BEND` { DETAILS - WATER REFERENCE CONSTRUCTION :=:= :: 292 REFERENCE CONSTRUCTION \ FL=276.72 D - 1 J` ETAILS WATER \ DETAILS - WATER :: ' . ' '� REFERENCE MEP PLANS F \ I 1 a 1-12 X12 SWIVEL TEE \ CONTINUATION. SHEET P10 .5 2g� 6 1-10" ISOLATION VALVE 2a 1-12" RESILIENT SEAT GATE VALVES \ \ REFERENCE CONSTRUCTION WITH LOCKABLE LID J' :::::::•.•. \ F 2,90 \ 4 C- :ilia ,Ct 'Lnn n� \ q: V" Y ryr F © DETAILS -WATER � REFERENCE CONSTRUCTION . ,�; ::,,,H. �:, I- •'=:�:=-•'- ; :.; D U '' � ;<' DETAILS WATER ; ::. _;nc r€�a�l �t ,�, , If`l ...... ..� '' ..: LEGEND\ ` _ 2 � 2�0 �t�c;l�r��r�t . -..... •. \ � � :-.-. _ 2 (� Y a 1 .\ " »`c" f Ct;� J� \ 1-12 TO 10 REDUCER k,: �P Q U � for I��.��l�i � \ � � _ c0 PROPERTY BOUNDARY 2�\ ��1�� I9�S yE ONSTRUCTION � cy !:-:- DETAILS - WA N m=� TER - 2 9 - _ - - - EASEMENT OR SETBACK. '� �. c v> '' '...•.. •.• ....•.;...• - _.._---- i' _ WASTEWATER LINE \ � 12 t 1.25 BEND ..... • --- CS \ REFERENCE CONSTRUCTION a� �t�� l --"''-• -- _ PROPOSED WASTEWATER MANHOLE � �O) \ G� 2 .•;�%'. _ _ � :�_-:_-- - �J -- - � DETAILS - WATER EXISTING WASTEWATER MANHOLE \ \ OHU EXISTING OVERHEAD UTILITY '\� .�, 20' P.�79' & P.A.E \ f� � ---- r = �- - _P - 1 DRAWING TITLE CONNECT TO EXISTING 4 DIA. WW � � � �l ,--" � i .��-_._._-�---•-- .�-- -' Z , \ VOL. 1, PG. 50 � - / /.�----�" .:.-----'':-_�_ _J:--- 7 X27 CONCRETE PAD FOR T._ � 1 � EXISTING UTILITY POLE MANHOLE �` \. \ / _ --- ._ BULK OXYGEN TANK WITH =!---�'`��-'"� ` 3" OXYGEN LINE. �- LAKEWAY ©RIVE UTILITY PLAN �- WASTEWATER CLEAN OUT FL (8- IN)=274.26 \ \ \ / 2 „ .�.,..� (80 ROW) -� FIRE HYDRANT FL (8 OUT-EXIST.)=274.11 \ �a�� i 2 FUEL SUPPLY LINE WITH 2" RETURN LINE. "_._= = o • WATER VALVE \ \ c� �� g, P -_ 2 FUEL SUPPLY LINE ti Q ,�'� (, REFERENCE MEP „ U JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER 60 WATER METER s o 0 G / _ WITH 2 RETURN LINE. - --- REMOVE EXISTING CAP, CONNECT \ \ \ 2 -- /� PLANS FOR ADDITIONAL r F8W96852 11161 i WATER LINE " ��, �,�. pR r INFORMATION--'" REFERENCE MEP '-__ __ ___--_ - -_I - A -` 1 DRAWING NUMBER. CONTRACTOR 12 WATER LINE. \ \ \ \ �� PLANS FOR ADDITIONAL - z WL y- FIRE HYDRANT ASSEMBLY R TO VERIFY TIE-IN LOCATION. ` \ \ / / 6„ NATURAL GASH INFORMATION ___,__ --- REMOVE EXISTING CAP, CONNECT o __ \ \ \ ,r LINE. -- _ r2ww-�=� TO EXISTING 12 WATER LINE. EXISTING CONTOUR \ \ "---_ CU106 COORDINATE LOCATION & - C = _--- CONTRACTOR TO VERIFY TIE-IN ~ --- -c� J `� \ o\� F .4 ! FUEL STORAGE TANK, \N N -- 1 ---300 PROPOSED CONTOUR \ Q �, \\ / e r �,/'r i INSTALLATION OF LINE WITH ---" LOCATION. __ REFERENCE MEP PLAN \ � -, \ \ \ � ��ti� _. �;6 TM--- OS ENERGY R,-�--..� - � P-601; .PST-1. - 1� EXISTING TREE �f PRINT DATE MAY 13, 2011 J3U 0rg e d F qy 10 0 1 5 2 -• — MATCHLJNE CU105 MATCHUNE CU105 arts ear I m p" I m f m ee% Im teat on p" rt� m rm sae RRf ens ew ®v art t o !aa E!+A !a! !ee r++s ®nee tee! east !e9 L'Se1 ! RI tame !n9 eess ill? tea 1® lP! ®I� >A a em! are ee tee ®!2e taa A lele tt�s � m � m seal ' . � iRe! eQ91 see !!s! !ee ■at! ,�nm �e �a ala eet� e� e� e� dme ate �t see tnt� e� esm _ y ergt era tit, Ira t ,ate 19 i \ y° Ll �llz ti l� € f 00 L��t��► GENERAL NOTES: 1 1 30 n �SCOTT &WHITE MEMORIAL ;. .,. HOSPITAL 30 3 1. ALL WASTEWATER PIPE TO BE PVC SDR 26.>: . ,.. \ 0 — PROPERTY BOUNDARY 1 7 2 �;, -' p h :;_ p >g .._: SCOTT, SHERWOOD AND H uEASEMENT OR SETBACK2. ALL WATER PIPE TO BE PVC C900 DR' 14. ALL FIRE HYDRANT LEADS TO=BRIIdDLEY FOUNDATIONS w A I 300 BE DUCTILE IRON. H ww+x WASTEWATER LINE iC✓ PROPOSED WASTEWATER MANHOLE U , Q 1 _ 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND ::•.-:-:•:-:•:•:•: EXISTING WASTEWATER MANHOLE APPURTENANCES AS CALLED OUT ON THESE PLANS. p \ ............ _ i � ...•.•.•:.•:.•.•.•.•:.•:. � 1 P•'' � 3 Of-�U EXISTING OVERHEAD UTILITY SCOTT 1 ,� 1 A1� »V a7 4. ALL GRAVITY LINES ARE TO BE INSTALLED FROM DOWNSTREAM TO ® 1 12 RESILIENT SEAT GATE VALVE _ I � � OOL. G :....- - _ �— EXIsnNG uTlLmr POLE: UPSTREAM.COLLEGESTATION, REFERENCE CONSTRUCTION Q B.C. DETAILS WATER ::: • • -�- - - - �0 • WASTEWATER CLEAN our 1 - 5. THE TAPPING SLEEVE MUST BE A FULL -BODY, DUCTILE IRON SLEEVE IN - 300 - _FlRE HYDRANT ACCORDANCE WITH CITY OF COLLEGE STATION SPECIFICATIONS AND s ;,, \ 9� ••-•.. -wl , • WATER VALVE , i 1 • .•.--'-•-:--- STANDARD PRODUCTS.. 1 WATER METER A u wL WATER LINE " 1-FIRE HYDRANT ASSEMBLY lu ,,,., 6. ALL MANHOLE COVERS TO READ CITY OF COLLEGE STATION 2g - _ TEXAS REGISTRATION #i=-2966 ..... 8 15' COMMON AREA M►11j- FIRE HYDRANT ASSEMBLY 2705 BEE CAVE ROAD, SUITE 300 1•-12"X6" SWIVEL TEE :�,• „ 2, .' . 7. ALL FITTINGS AND JOINTS SHALL HAVE THRUST BLOCKING OR SHALL BE 1-6 RESILIENT SEAT GATE VALVE '•:•.•.-.-.•.•.•.•..: g 1 VOL. 10179, PG. 50 -.._.: /•�USTIN TEXAS 787�46 Q \ 3 --� EXISTING CONTOUR MECHANICALLY RESTRAINED PER MANUFACTURERS RECOMMENDATIONS. ' 60 LF 6" DI CL-350 WL =: _ -- U '' \:_ 299 0 R B C T 00 1-FIRE " HYDRANT ,,. , N .... PROPOSED CONTOUR f ?. OCR YO s ;F _ --300 8. FOR SLOPES AND TRENCHES. ALL CONSTRUCTION OPERATION SHALL BE N M� Ra n REFERENCE CONSTRUCTION •:-. :.: , : , : — ._.. G �I �' ACCOMPLISHED . IN ACCORDANCE WITH APPLICABLE- REGULATION OF THE U.S. DETAILS WATER ��>`� <; ,` `m ARCHliI=CIS, INO. _.. <.;. � /� ;,� EXISTING TREE 0 0h1Lrr.tl�. .::•.. .� Q OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). :•:• • • • • • • •:•:• •:• - I-- - /°��' /4��' L `Z 9. AN ISOLATION VALVE LOCKED IN AN OPEN POSITION SHALL BE INSTALLED FL (4 )=292.00 \ --- / �� ON THE FIRE SUPPRESSION SERVICE LINE AND. SHALL BE MAINTAINED BY REFERENCE MEP PLANS FOR •.\::::..'.•..- ::-.• `L r civil e .. ......... ... " �'.:. t�•� III ll��;� ��r �� .I� �f �I�II site ... �c„1�_. k �.. P CONTINUATION P100.4 . , .,, •........ - ti OWNER: � , � ` .... • _ _ ... .. _ '1 1.---- _ SCOTT & WHITE MEMORIAL t ....... 8 / 2 - 484-238-8982 �� ... _ ..rp 9 8 5 i.. .� .. ti 2400 S. 31ST STREET � .:•:;:.:•f .>+..• • / / � � TEMPLE, TEXAS 76508 A ° ENGINEER: 0 0 G JOEL R. BOCK, P.E. #98441 512-314-3100 JACOBS ENGINEERING '--� ` ' -•• � "�, 270513EE CAVE ROAD, QUITE 300 �" - , ' ` COMMON AREA. / / - .. F / � - - SCOTT &WHITE HEALTHCARE _ _ _ AUSTIN, TEXAS 7874G_- SCOTT &WHITE SITE - 37.12 ACRES G // •� ZONING PDD - ORDINANCE #2010-3300 0 1-500 GALLON 1 DECONTAMINATION TANK BY XERXES REFERENCE MEP PLANS FOR \ / CONTINUATION(HT-1 P100.4 ISSUED FOR REVISION BATE \ 1-12 45 BEND REFERENCE CONSTRUCTION c,l DETAILS WATER �� 0' ti• . 1-12" RESILIENT SEAT GATE VALVE REFERENCE CONSTRUCTION �ti DETAILS - WATER / A 1-FIRE HYDRANT ASSEMBLY 1-12"X6" SWIVEL TEE / 1-6" RESILIENT SEAT GATE VALVE 0 - / / D D _ 19 LF 6" DI CL-350 WL , 1-FIRE HYDRANT REFERENCE CONSTRUCTION �� __ / ^� �, ,° / DETAILS - WATER `1 ' 9 9 OCI G A 1 \ \ 295 0 1530' 60' • \ SCALE: E. 1 n a 30 t Y - 0 / / t7 JDEL R. BOCK � op � `-yam. � i �`'� • r �`en�. S� BLOCK \ LOT 1 5 _ ksfiali' t- _ KEY P LAN. SCOTT &S WHITE BDIVISIONLTHCARE - \ \ // VOL, 10179, PG. 50vu [ rh vp �, �A _ I - 290 UTILITY CROSSINGS: N O 2 �8, I yea 12 WL— " —292.00 z ,?5 i — 290 � m 9� ti 2�s / GGJ 18 SD=287.65 --�, -�t----___�nlz --- --•._._., _` i � 28� 286 285 28 2 280 89 CO 7Mz� \ % Q 6+ A / DRAWING TITLE yA�1 r - -- - sF �' UTILITY PLAN 71v i / 1 a IMAt JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER FOW96852 11161 DRAWING NUMBER cu 07 PRINT DATE MAY 13, 2011 ct 10 INC £ oRUIL .9 76AS l € 10 .9 8 7 6 5 4 3 2 7- L R f SCOTT & WHITE MEMORIAL J HOSPITAL v ? SCOTT, SHERWOOD AND :r BRINDLEY FOUNDATIONS H H N *41 1 71 -SrTE WW U4 z -,-�-�JSTA 6+36.41 ON -SITE WW LN STA 8+80.78 ON t 11 UTILITY CROSSING CUTILITY CROSSING v 7 N ON-SRE WVVLN 0 W11-ITY CROSSING ZE SCOIT & WHITE HOSPI L f f I COLLEGE STATION, TX _4Z 0 25 50, 100, 0 w NY I 2 112' 12 12WL 12WL 12WL I 2WL� 12'ovA 12Wt. —4. .9 SCALE: 111 50' Ire, Jr� v If J I TMS REGISTRATION #F-2966 2705 BEECAVE ROAD, SUITE300 INSTAI )[A MV MH 3 ON -SITE STA 4+23.73 ON -SITE WW I 1 �V DIA WW fill AUSTIN, TEXAS 78746 iYl �Wzg Tl� IAVORA6 G "'OON -SITE Kw LNI CTS A G k STA 9+38.90 ON Z INSTALL 4* DIA WW MH yo: N' -__AR�CHITF�_ LEGEND F WASTEWATER LINE OWNER: STA 3+25.92 -E WW LN 0 WASTE'�-MNTER MAN-KOLE SCOTT &WHITE MEMORIAL ON-Sn INSTALL 4' IDIA WW MH i ca 484-238-8982 L. _"J WASTUVATER CLEAN OUT 2400 S. 31ST STREET k e EXIST. V,ASTMA TEMPLE, TEXAS 76508 TER MANI-101 E FIRE'OYDRANT fill -J 'R�. w ENGINEER: VATER VALVE 1 JOEL R. BOCK, P.E. #98441 V11 \ 512-314-3100 WATER, METER WAITR LINE JACOBS ENGINEERING WL ---------- + -.WL-- 2705 SEE CAVE ROAD, SUITE 300 FIRE HYDRANT ASSEMBLY AUSTIN, TEXAS 78746 __j # EXISTING CONTOUR ARCHITECT: BOB A� LUNDEEN, AIA PROPOSED CONTOUR 83a e 817-735-7026 PROPERTY BOUNDARY JACOBS ENGINEERING F EA F Ill MAIN STREET [T] TRANSFORMER FORT WORTH, TEXAS 76102 SP/cO SAMPLE PORT/CISANOUT SCOTT & WHITE SITE - 37.12 ACRES 6 .'L LtZ lIl ZONING -PIDD-ORDINANCE.0010-3300 N f STA 1+63,55 ON-SffE'ww LN �A L MH INSTALL 4' DIA WW LEGAL DESCRIPTION* f LOTIBLOCKI Z/ f 10WL 10W L HAL SUBMITTAL DATE* STA 1 +00,00 ON -SITE WW JUNE 13,2011 CONNECT TO 4' DIA MY ISSUED FOR ORMSION VATe E V� I --------------- D D ON. SITE WW LN ON —SITE WW LN . ............. 295 290 c 285 280 275 B 270 265 A @ co 'K - ---------- I - --------- - ---- --------- 295 305 2-90 300 285 295 28CJ 290 275 285 2 70 280 265 275 to a: C2 0 0 In z uj Z 04 .... ... .. ....... .. .............. .. 'c + to + j W F- v- - — - — — -------------- LF t' �98 LF 11 +,64 LF 8" C LF j- �q bq ............. ... .... . ................ F, I K ......... ............ Z �6 1 00 cc 0� 4 to -1- Q� J a) to ro a) IN 10 i7 ��j ut!j Lei fo Lo 0 . ...... vi (o to 0) I, __LLL (o r" to �o LU LULLI—Lu co —4k m 8 t -I S:1 ar- z Z + z ... ................ .. .......... 6" '01,4ER CROSSINb r ............ .......... 22 W . ..... ilev H=5+62.23 .4- 286A-1 0 ......... .. . ..... ... _zAn_ A- -4f 24" STORM CRD'SQING sk a t i o "n 6 + 3, 6' "L4 I ........... ........ . .... a 0.50% SDR-26 r3................. I _7 . w .................. T. . ........ ........ .. ----------- ---------- z .. . . ................. — ------- tQ to ca ozz ....... ............ . ..... . .... . ......... ca uj- <t� 11 c".4 C"' C11 cn+ all, 111 (\I 0) c"'4 w: 0) 111 co 7, 0, 0, m �v C,-.k H 305 300 c JOEL R. BOCK .............. 2 955 b j; :290 KEY PLAN, REVIEWED FOR 28' C 0 ohh'� PILK t1l, C E B C 0 L L E tz ATI 0 1%,! 280 ENG1,NEER1NG_ -1 NOTESt .00 wo wpoo DRAWING TITLE 1, ALL WATER AND WASTEWATER CROSSINGS IN THIS 275 SUBDIVISION SHALL MEET THE: REQUIREMENTS OF PLAN & PROFILE TAC TITLE .30 CHAPTER 29144� CONTRACTOR TO NOTIFY ENGINEER IF CLEARANCES CANNOT BE ON —SITE WASTEWATER LINE PROVIDED PER CODE, JACOBS PROJECT NUMBER TOS, HS PROJECT NUMBER _F'_8 W9�' -6- -8- _5� 2_" 111161 1 . 305 �� ®� • � Al i300 1290 275 :.• # 3 . � e • ra • .a • ra . .• • ra • .• • ra • u � e• •r NCiTES v "' 1• ALL WATER AND WASTEWATER CROSSINGS IN 'THIS DRAWING TITLE 275 285 0 " °! 285 SUBDIVISION SHALL MEET THE REQUIREMENTS [IF & PROFILENN TAC TITLE 30 CHAPTER R5>Jr�4r CQNTRACTQR TO ' N , NOTIFY ENGINEER IF CLEARANCES CANNOT BE ON -SITE • I i PROVIDED PER CODE. • 48" STORM CROSSING ; WASTEWATER LINE . o z z Station 3+45.33 'pz . Z' o j 6 o m µµ MM •W � W JAcaas PROJECT NUMBER TDsNS PROJ ECT NUMBER � �t� �t � • • t� �AW9�R�2 44'4Ra •: .� LO rf co C) . CO 00 co 0 00 tD t� e- 00pp r �- d It d d Ca d d O c. to t7 v7 to (6 6 of m co o c6 C; 6} 0 C7 O 00 0 0) O Q) O (3) 0 (3) Q- 0) 0 a) 0 O O O N {J+ ff) M N M N to N V) N n N M N v) N M ff) M W CL 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+0013+25 13+00. 13+59 14++00 14+50 15+00 15+50 '. 16+00 16+50' 17+00 17+5017+75 P RiNT..DATi~ January 18,2012 .. • .,..:.. K t '\/' ,/;`.: s., �' 'd01... S �.. � Y... 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I } ( M _ � to i i b i t� I I 7) z STORM 4 ARM 5tatian-6+4-5.28• cRosslNG i J �� i 2 4 S i (STCi RM 'CRO S _ 97 1 1 �SlNG 1 , , i r i u) _ 1 , µ ui r , �IM {. eCev �I 28 ' el"ev �'2.g5': •i�70 f _ cn ua w 1 1 i� I ( - 280 i i I rn no- Ltj _i - N• r _ f r E — _i J I •iota --Sta't �T -1.0+ 9 5- -_ I I i to t'i' tV � .i_ ! •I YI �� I lE • I I 1E' 11 i , 275to I , t� w ua tD as 04 u� „ t0 � a� Station=2+ 1.23 tv —elev •� � 1 _ to cn N d• tq— tt! t0 to. r C» t ----- p._ --•-"_�-_______._._._._ ( i - cy_....______».__:_._.�....__.._. m ___.___.. .�._GJ—...... X•IS 8 W S R0� SIN 275.239 I • I z E StatEan=0+99.00 N` C'3 , IF F- �1 .- ; 1 N .- N N �, N ,- C� , �. I N 1 �. F !__-__. 1 i 1 _ ! } r U 0) to IR m 09 N:i +- tD r It m d' to Iq R n FD i` to N m ,- 00 a (D N 00 N of c0 CD 10 N O N• n d; d 0) r- m m tt7 N to N cO N o tD .» m � It cD d' N N , - O e � � M >fl m O r d N (n r7 vJ co O O d d to to d N q o 0 co r- 00 M 00 LO 07 (0 00 CO 00 00 co 00 co (D 00 00 000 •0 03 m (A co 00 m 00 _t 00 m 07 1n 00 m 00 ti co c 0) 00 � p m . m 00 7 .- O m m CV cn 0 m r7 m r» m M m r 07 tt O7 N m FI) N m m (D m to m t` m t+) m 00 m •d• m m m d m O O to m N N N N N N N N N N N N N N N N N .N N N N N 0V N N N N N N N N N N N N N N' N N N N N N N N U_ JIV • ED FOR co ��LI FEB*0 2 201 ► ION 305 Z COLLEGE ckr N1 �p • +lyy 1. 1 300 Apr b ; JOF:I.. �. sock NOTCSI .............. 295 9B4�i i, ALL WATER AND WASTEWATER CROSSINGS IN .THIS $� �+� . �N�,•�.. �� .low �'' `i SUBDIVISION S S ON SHALL MEET THE RERUI E E � T R M NT5 OF 1 NAL TAC TITLE 30 CHAPTER 290.44, CONTRACTOR TO a NOTIFY ENGINEER IF CLEARANCES CANNOT BE _. PROVIDED PER CO DE, . KEY PLAN: 290 22, ALL .FITTINGS AND JOINTS.. SHALL HAVE THRUST BLOCKING OR SHALL BE MECHANICALLY RESTRAINED PER . P MANUFACTURERS' RECOMMENDATIONS, 3, SC - i]TT AND WHITE SUBDIVISION PLAT S .. .. <' A LIE WITHIN THE HARLEY WATER IMPACT FEE AREA, - 4. CONTRACTOR Q CO NTRA T gRDINATE WITH CITY UTILITY _ DEPARTMENT/STEPHEN MALDONADO JR, (PHONE # 285 979 764--50I1) ON ALL WATERLINE CONNECTION Q B '. WORK INCLUDING VALVE WORK O EXISTING K R EX T WATERLINE REMOVAL PRFICEDURES, 19-INC H CON EC ON BE N TI WORK MAY REQUIRED TO BE '• PERFORMED'AT NIGHT, 5. FOR SLOPES AND TRENCHES; ALL. CONSTRUCTION 280 OPERATION SHALL BE ACCOMPLISHED IN ACCORDANCE IT APPLICABLE' N WITH LI ABLE REGULATION p T N F THE U.S. OCCUP T A IpNAL .SAFE DHEALTH SAFETY ADMINISTRATION (OSHA), I 6, ALL FIRE SUPPRESSION LINES SHALL HAVE A I , LOCK BL LID ON . THE CI O A E T I TY S ISOLATION VALVE, .: • DRAWING TITLE THE LOCKABLE LID SHALL, AT A MINIMUM, SUPPLY PLAN p, 275 THE EQUIVALENT PR11TECTION AS THE AMPro USA, P1.,!'lN 1iO�L LL562 LOCKING LID, ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY THE COLLEGE STATION ON -SITE WATER LINE UTILITIES DIRECTOR 13R HIS DESIGNEE, JACOBS C NUMBER" PROJE TTDSHS PROJECT NUMBER FAWAGO52 444R1 N to m N .5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+0012+25 Q+75 1+00 1+50 2+OQ 2+5Q 3+QQ 3+50; 4+00 4+50 5+00 PRINT DATE Januar y 18, 2012 � ON 10 3 ' r� is : 10 •� J STA 13+84.89 ON -SITE W, INSTALL: 1 -• 45" BEND STA 13+21.84 ON--; / 0 UTILITY CROSSING q I CV n i 0 25' So' 100t 1 SCALE:1 = 50 LEGEND IE taz ( ( I ------- E--ww WASTEWATER LINE WASTEWATER MANHOLE zsz i l l co. (� WASTEWATER 'CLEAN OUT. e EXIST. WASTEWATER .MANHOLE 4 FIRE HYDRANT WATER VALVE WATER METER WATER LINE "'`$, --•-^-^4• FIRE HYDRANT ASSEMBLY �.------�90--.. EXISTING CONTOUR :�:-------sso-------� • PROPOSED CONTOUR to °' , .. - .----_ - �...,..--- PROPERTY BOUNDARY Cq ` T TRANSFORMER STA 23+90.61 ON-SrTE WATER LINE SP/CO SAMPLE PORT/CLEANOUT STA 8+93.48 WL A a� CONNECT TO 12" WL 1 ' 1 NOTESi 1. ALL WATER AND WASTEWATER CROSSINGS IN THIS SUBDIVISION SHALL MEET THE REQUIREMENTS OF TAC TITLE 30 CHAPTER E90,44, CONTRACT13R TO / ' 1 NOTIFY ENGINEER IF CLEARANCES CANNOT BE. ` PROVIDED PER CODE, ALL FITTINGS AND JOINTS SHALL HAVE THRUST ;?, BLOCKING OR SHALL. BE, MECHANICALLY N RESTRAINED PER MANUFACTURERS' / RECOMMENDATIONS, SCOTT AND WHITE SUBDIVISION PLAT LIES to WITHIN THE HARLEY WATER IMPACT FEE•AREA, 4. CONTRACTOR TO COORDINATE WITH CITY UTILITY DEPARTMENT/STEPHEN MALDONADO JR, {PHONE # 979 764•-5011) ON ALL WATERLINE CONNECTION WORK, INCLUDING VALVE W13RK OR EXISTING . WATERLINE. REMOVAL' PROCEDURES. 18-INCH CONNECTION WORK, MAY .BE REQUIRED TO BE PERFORMED AT NIGHT. 5, .FOR SL13PE:S AND TRENCHESt ALL CONSTRUCTION OPERATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATION OF . THE U,S. OCCUPATIONAL SAFETY. AND HEALTH ADMINISTRATION <OS HA1. 6. ALL FIRE SUPPRESSION LINES SHALL HAVE A I_OrKAIILE lln TIN THE C'ITY'C vgnLAT2nN VAi._VF. PROFILE LEGEND. SCALE: PROP. FINISHED GRADE _ ON -;SITE LINE'.'-' p1 -50 HORIZ.ON -- EXIST. CLGND. _ 315 w w €W� Q --- 310 cn to to to I i n'�Cn � R I Q, _ € I € Z Oh o�---cfi oZ . c3 a R Q ry rn i1] Q " _ �.` ,,EU t�7 �. t� N € pfl r �, N i r to M _0 Q N r {!p Cq_� •I >RJ� Qi ems^ ( Ui I ' a to r to tr) • to 'I305 r t € t!3 M M) In J"in�`n 8- - -_ i_ 300 7. 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COLLEGE STATION., T ws TEXAS REGISTRATION 0-29es 2705 SEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 70746 MOON • MAYORAS ARCHITECTS, INC. OWNER: SCOTT & WHITE MEMORIAL 484•230-8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOR. CK, P.E. #98441 612.314 3100 JACODS ENGINEERING 2706 SEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT BOB A. LUNDEEN , AtA 817-735.7026 JACODS ENGINEERING 777 MAIN S`TREEi' IFORT WORTH, TEXAS 76102..., SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD • ORDINANCE #20103300 LEGAL DESCRIPTION: LOT 1 BLOCK 1 SCOTT & WHITE ]HEALTHCARE SUBDIVISION SUBMITTAL DATE: JUNE 13, 2011 ISSUED FOR REVISION DATE GENERAL. REVISIONS TO CLINIC 1 .9111812012 V EWE FOR CO MAKE FEB 0 2 ZOIZ COLLEGE S�, ENGINEERN . • ��, Qfi• r� 1i� .c,P,.•• .•t .........................:... JOEL R BOCK 1v KEY PLAN: D DRAWING TITLE FLAN.& PROFILE ON -SITE WATER LINE JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER r6W968s2 11161 DRAWING NUMBER GU302 PRINT DATE January 16, 2012 _ 3�:x f s ry • v� <£% 'min. �.,�< ��Y.;>. Sr :....'" 4 y<'5:.. �� •F"3.. .i.... yv+�,; ... .. ... .. 10 Q 10 9 8 7 6 5 4 ........... - .. ... ..... I q Valve Ad Tappif`I' R Viii) t RH connv�!Icti4� 511 -"x SCOTT WHITE MEMORIAL A HOSPITAL -J p. ),47 SCOTT" S Z-1 lilt 11 1� If HERWOOD AND N BRINDLEY FOUNDATION$ H "e, M, 7 'P, /i -X X ;Z 41 417'% WHITE HOSPITAL It V 4m to, y x ""111/3 'X ITNr "k COLLE- -E STATION, TX A/ 'I, V `I�x 'x\- A" I h V, I t —1 If 4 1�rl k w If I 'I WATER LINE E Q TEXAS REGISTRATION 9F-2966 _Z41. ZVI x !p t v AR A I SCALE e 'JI" -VT [WATER LINt R I V, . lip" i9-J, 1 , 1.� - I- "I'll /'- ......... Ex JP RF-r CAVIS ROAD, SVITrm 300 AU$T[N, T AS 7,9746 j 0� .......... J IL 4100N MAYORA$ % G q It # 4, 44 % ARCHITECT$, ItM V.� G F4 A4, K 14- w, '10 M 4,�, "A 7 �p y WATER ON'. D V A F11, ',h It, I I X. AI If f:: h 7 Ri8 % 484-238:-8982 15T STREET I f XY Aft 4 iib OWNER, IC all, efore you d`9 ;SCOTT a WHITE MEMORIAL /Y , stx� V, TEMPLE, TMS 76508 % w Al d, x, % N A, b x )Y e7 ENGINEER, 4/1 4. R. BOCK P.E. #98441 h� It JI J W— I>J30 h, 2706 SEE CAVE ROAD, SUITE 300 Z o If "'S AUSTIN,lMS 76746 `U/ f I — I - 'I., /h, -JAC08$EN0JNEERING 7 1 �Z� �v k 44:-, A p, § A., :Ao- II, /> Y. �3 > J 1)41 SCOTT & WHITE SITE 37.fA ACRES �Z" N. A r . .. .... UPDATE WBIVIRTA �Ix —P. ZONING POD ORDINANCE #2010-3300 k� "jr if X z -N 4� x S e bl,�F Al L-FEBRUARY 17,2011 "7u rORMAL =3MIrrAL - JANUARY 16, 2011 I.P # '? . r "r-- - -- p If j'� A 4 A,4, N, ov 7� if ""46i, 1/1q. .7jg,:,,, 1,� Il-'o "I V�, " % . y�' 4' 7 ZI if 4" N "s, V-- 'K Zzl �V 7 N. if 4, 24 If z X f ISSUM FOR KIL�510N DATE All I 'F j E -12 j / :,,. 1% s y I ."m N If ZP V , �/ I , ,, " " � If i -: --, )'11"-"�-:"',1-,-- - u, V, A .5 7 T UEM FOR SnE SURMI MS TTAL % X IP i" 'ZO WISH$ - FIRST FACKAGL QW0412011 A W 4 MMMMENT PLAN-UPGATF 2 03flo"2011 6 , U ar 0 Bp I 10 p� if gi '4 4 if it �ii,, I >1 If /K I " I I �� 111.3 1� I ts 1, It f `v 'd / I , �11 3 1 SUSDIWSICIN WFROVEMENT PLAN-VPVATV 4 -14, "k t j k 'N k h/b ttn T-T \0 J" IN t q 4- --J ij fl If If fir-, f IN �,,,KS, N � JI P I .3F, 7� "'tq 'o V7 ,,, - ;, - t ? 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(PHONE # S70 I ------------------ - I SUBDIVISION SHALL MEET TKE REQUIREMEWS OF TAC 764-501 I) ON A�L WATMU-NE CONNECTION WGRK, I I SU OWSION ITArROVEW-NT PLAWWD , 71�E .2 03JIM911 I I � 'RILE 30 CHAP'MR 29OA4� CONTRACTOR TO N01IFY INCLUDING` VAI�VE WORK OR, EX'SVING WAIMUNE I � �_�_ I ....... - ..... � ....... � I ENGINEER 07 CLEARANCES CANNOT VIE PRO',ODED PER REMOVAL PR0,'2'_0URES, 4,8-1N.'r.4 COINNECTION WORK -------- - SITEFLM�UPDATI! 1 3 I 03111V2011 CODE E ROTILE LEGENM . MAY BE PEECUIRED TO SHE PERFQRMED AT NIGHT. PR MnPAVON RAPROVEVeU PLAN-UPLIATU Oil Z ALL F)TnNGS ANQ JOINTS SHALL MAVE ITIRUST . . � 4 n4lm 1 12 "I'll IR SLOPES AND FREDNCHES-t ALL C04STRUCIFION I __. ,.d , 0, � , , 'KING OR SHALL BE MECHANICALLY RESIRAINED & Fr, SCAE1 _w1wom", , . PROP, FINISHED GRADE , KOC E - �� . PER h1Af4UFAC'7URER5* RECOMMENDATIONS. 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Yl I - 4t2tgo OF UNS S,.�.0W_()Fj,- , ,� -:40=0 ,., ALL EXISTING NE CAU_ . xl � .��"' l , I '� I , " ,.. I- "', I." i I . A / / . t" /-- �-'_' /I 611 FOR LOCATiON OF ALL UTILITIES, AT I , - �� "..' . �. 1 t" \ I t '��Z�l �' SYSTEM C �1�.,"�',.+-"/' - , "_ ' "' \ \ \.�A , I \ 1 vy. , , I . 1 " I , V\ L I, ,11 / --, I I > " it - k (R1FER5'NCE. DFI'All, W3-04� - � A >/, o �" � 11 I vy ", I � . � "', ""'----- -1I---"- ",I'll /" ., I �" I/ 1, \ ' / ___:L�� / 11, I / LEA,ST 48 HOURS PRIOR TO BEGINNING , CONSTRUCTIONs.. ZONING - PDD - ORDINANCE MiO-3300 , � ,,,, , " ; ,ov, vlv�, i 11 ---, 1� __ I 1�i 1. i ... _ / , A N ____T1 .......'ll - 'k' ,,"_ / 11 .. __ , , % at A k I I "� I . I ? � low.. _ 1. ------_,,_.,,, / -_ --- - _11__� � I I I L, 'j q A j I / I , k � I � I I.,---- . I � I k .1 A 11� I, ,� � � __� - .",""'., .I- I � I I .N t ��Ill: . n- 3. 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CONSTRUCTfON, 61VM4-3100 00=' WL s 0 UTILVIr CIRGISSING JACOBS ENGINF-ERING To EXISTING I w WL '2T05 BEE CAVE ROAD, SUITC 300 WARNING! AUSTIN, TEXAS 78746 F 18*�X12* TIE GNM VALVE ji I WE VAINE I I -SPONSIB11-ITY FO R "'ITE' I I I�IE f'NOINEER ASSUMES-' NO RL -SCOTT a WflITE SITE - 37.64 ACRES 110 ACCURACY OF 111E LOCA-50N OF UNDERGROUND UTIL11JES. 1HE CONTRACTOR E RESPONSIDLEE rOk AVOIDfNc FOWAL SUBMITTAI, - JANUARY 18,2011 StiAtL B S fA 34-05. 51 WL D t ALI- EXISTING U-nlfffiE'S BY ZALLING TEXAS ONE CALL UPDATE SUBMMAL - FEBRUARY 17,2011, IN SW I - CA SYSTEM C,� fill FOR LO*"* TCN CF A(L UTLITIES, AT P 1_4 0 HOURS PRIOR TO REGININ:!NG CONSTRUCTIGM. -POD - QR)DI NANCE#201 04300 ZONING W C VALVE*- H 0 Issur-1) FOR REVISION 0ATF_ E JSSUea FOR SWE SUBMITTAL w, Tr)SH3 � FIRST PACKAGE I SURDIVISION jMPROVEVIENT PLAN4UPDAM 2 SITE PLAN4JPOATE 2 SUSUMVON IMPROVEMENT PLAN -UPDATE 4' 090112014 — — --- -- -- ---- . ......... D WL E 310 9t 3,05 + umm Z. . . 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I � I ENWNEER, JOEL R� ROCK, PZ #91�441 � 512-314-3100 JACOBS ENGINEERING 27015 SEE CAVE ROAD,SUITE 30D r � AUSTIN., TEXAS 78746 � I : SCOTT &WHITE SITE - 37.64 ACRES I FORMAL SUDIMITTAL -JANUARY 18, 201 11 UPE)ATE SUBMITTAL - FEBRUARY 17,2011 1 1 1 ZONING - PDD - ORDIt4ANCE 92010-3aW L I r �r I I — . IS'SU ED FOR REvooK DATE r , . fSSUED FOR SiTS SUMMAL 01402011 r . , I I . . __ --qww- - -- TDSHS � FIRST PACKA1W I 03VI2011 r I rrr ----- I SUDOAASION IMPROVEMV4T PLAN -UPDATE 2 Mlooll � I . SME PLAN�UPDATE 3 OV17011 r � . I I �l - - ____ __ - SUBDIMVON IMPROVEMENT PLAN -UPDATE 4 04101r2oil � �_1111_1 I � I � - - - ! , ___— 1 - - ----- rl--l- ___jr� I z � . r I __ r . ... ... j r - . r r r . ... .......... .......... . � �__�, 1.11 ... . ... j 1 .1-iii'l ... ... I � I I I � I--- t__ — r c � � REVIEW ID Fop, I � , r% . ) I � COMPLIANCE I I � � �I 1`r,`�-' r 1r)-70tl I ->,I.- r I I i COLLEGE STATIOtt,4 I I . . : . 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I I JACOBS PROJECT NUMBER TUV-$ PROJECT NUMDER F$W9002, 11161 � MAMNO NUMPER . I r � ,*** uwwo,2,p, I i _ I I I I I I � . 1 _.._.l._..l_ PRINT VKM APRIL 01, 2011 - ___ 1 sow,�wo 01 ---,.--, 11% ID rl d , el - " �: � �` .1. Vff 0 . I , %,p I I - IQ I 1 7 . --I 6 -F, 5 1 4 A`i --,-----I. I I 01, (I V 16 oliill I gill MI.. '$ , ... A %,� I I p I! . _. �p I , f,� _ r p 1. 9 ,,, or %, , - I k I 1, -t". , " �,�,. �* ,,, ,,, - J :...., ,� - �,%- wdll� I 11-1. o- , ,,, ,..."i �.,. ..I, _.", , 11 L 1. .1 . Ml:*M m-,,g r ",:: ; % .1 IM MUM ." i . I,' .1 'I'm �_ , ': V." '111, � , I :�,�,tn. I � a ... I I .... .... ---- A 4.. I r1l 10 9 8 7 6 4 2 . .. . ... ..... --- --- NI.E K"i Ziv& n K� SCOTT& WHITE MEMORIAL HOSPITAL g56 SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS H a u; 4z ii SCOTT & WHITE HOSPITAL SMA 41$9,80 WN LN -3 14 It'ST&L 5* mujr;� COLLEGE STATION, TX A N 113� 25, 60, 100, 4 "UTY CROSS! lvex�- 11 UTILITY CROSSIN SCALE: V 50' TEXAS REGISTRATION #F-2966 4 N, 27os sm cAvE FzoAD, SUITE $00 I 2V& tlz_ AUSTIN, TEAAS 78746 _77'.,7 771 .... .......... . ............. MOON tdAYORAs G RC CTS, INC. t 4 P EAL-If,, �GVV -W- HITE k ... ... ....... 4 "A?A T I rL, Know va S 1+00-00 WW LN D flam helowx OWNER: STA 11 14-5 6 � 16 AM LN A STA 3fmao Vrq ul B A INSTALL 4* D A w3w; M H TCOTT &WHITE MEMORKL INSTALL 4' 01 M MH before youi digg cpos�*rG, 2400 S,315T STREET r-j. Ww 0,4 .... . ... . .... . V t�N TEMPLE, TEXAS 765DO 0 UTILITY STA STA 1+06 V UJA 1+7U5 08 ww 1. N R CROSSIN ��KEV4 16" lil TL PIFF_� CONTRACTOR TO L EXISTING UTA.ITY LOCATIONS ENICNSU'h"n W\ SPACERS' VERfFY AL m,-yl -'___ E, #98441 o'O" i - F ��Ei F,�m) 16� ST11-1,1- r-;PF JOEL R� DOCK, F, VERTICALLY AND HORIZONTALLY PRICA? TO SVOT Or CONSTRUCTION. 512-314-3100 % . . . ..... . .. . ..... JACOBS ENGINE5RING �Ak Xt EMIENT W% SF 011 �7 ROAD, SUITE 300 ----------- rA i 270 SEE CAVF F F WARNING! AUSTIN, TEMS 78746 'ME ENOINEER PONSIBIUTY FOR TIKE SCOTT & WHITE SITE - 37.64 ACRES VX I ASSW&S NO RE& V. LOCATION OF UNDERGROUND UTI1 ITES. ACCURACY OF TH j THE CON'tRACTOR SHALL BE RESPONSIBLE FOR AVOIDING FORMAL SUBMITTAL - JANUARY 18,2011 FEBRUARY 17, 2011 Jv, UPDATE SUSMITTAL AU� EXISTING BY CALLING TEXAS ONE CALL TO SYSTEM 0 811 FOR LOCA NN 01" ALL LIT11,1 AT in, PDO - OMINANCE #20104300 wAST 48 110UP'S1 PRIOR TO BEGINNIM) NSTRUCTIO, ZONING 'V.1 4 Vrki S� I Z_ Im Al I . 1� 1, y I 111 WMDroR FIVISION VATE N, 1v �Nl E E ISSUM FOP, SITE SUBWTAL 01"14! 2011 4 k TOSH5 -FIRST PACKrWL r susolvisION IMPROVEIVRINI PLAN-11PDATE 2 Vo SUBDIV, 4 D D WW LN B REVIEWED F01k_ 0% Y) Comp'K.I.ANCE CA 300" sa A COLLEGE 'TAT 10 N '128 3 J All ENGINEERING 31� il 3- single DRY WET 295 4�_ 2 r1j cleanout a Q =29 GPM 25-25 CPM + V 2.19 FPS V 2, 19 FPS 0 1 120 IN. D I �35 IN� . .... . .. . ..... . . ...... . ...... .. 290 c c JOEL R. e K qwj 5 2953 5 Awl KEY PLAN, 2 113 Rai v,� vr % _Ut M APR I i SDR-26 0 B B d 1, _-7 -�= - ................ NOTES.- *64 LF 10' SIFEL 1. All- WATM AND WASrVATER CROSSiNGS IN MiiS _NT9 05 TAC' V, SUBDIVtSM, SHA11 W - T THE R-MAREME . ..... ..... . .... . ... 9- 7,() TME 30 CHAPTER 2190,44, CON'11RACTOR TO N01IFY uqcwr�cR ir CLEAtiANCES CANNOT 8E VIVOMM PER . ..... . ..... ------ ... CIO DC, 2� ALL GRA'ATY LINES AR E TO K INSTALLED rROM 'AM TO WSMEAW_ OFAINING TITIX clo 3, PIPE ENCASEMENT _15HALL CONrORM TO AS11A A134 .. .......................... WITH A' PLAN PROFILE MINIMUM rM,"O'KNIESS OF 3/8 INCH, 2 61 el 265 U �4 -C FOR SLOPES A1140 MUNCHES' ALL CONSTRUC-HON OPERAMON SHALL BE ArX0QFLISHED IN ACCORDANCE WASTEWATER LINE B WTH APRUCABLE REGULA-B6" OF THE U�S. OZ -IN ADMINISTIRATION OCCUPA710NAL SAFM AND HEAL i JACORS PROJECT NUMBER TMHS P ROJECT NUMVEIR ................ OVA*" A VWFILL LEGIEND�. A DRAWING NUW,9,FR ;,o �P r'> J) (1w iR q, rN, N wwo V -5 ERT, L . ....... ........ I + 11) 2+nO 2/_ + 5 G + 0 -7,5, SO 4 A - C1 0 4 +50 5+001 MtIT DAM APRIL 01, 2011 IF eh io , r,, 0i, I .1 1? 6x"s. .4 cz .. RUPP T 10 7 6 5 4 10 9 8 7 6 5 4 3 N YA k SCOTT & WHITE MEMORIAL HOSPITAL .,COTT, SHERWOOD AND BRINDLEY FOUNDATIONS H �H SCOTT & WHITE HOSPITAL COLLEGE STATION, TX 0 ..251 50 100 SCALE� I" 5W TEXAS REGISTRATION AF-2966 2705 BEE CAVE ROAD, SUIT9 300 ROCK PRAIRIE ROjAD r* AUSTIN, TEXAS M46 P -2— -4A 'eg MOON mAYORAS G G . .. .. ....... TECTS, IN(, Tz 711 j aww + ww sviw wyw LN 0 jj Ae- STA 24-55l20 WW L�N 0 4* STA 4+ 1 1 .1 i� ww w I K" s IA NSTAU� 4! DI& W-4 MH Wy __1. f -16 'i'r U4 C SrA 7 OWNER: + WHIT5 MEMORIAL W.A $+11,1 INSTALL Aw PLUO SCOTT i 494-2384082 �IST"au 4* H voudli% A WW M TEMPLE, TEXAS 76 2400 S.31ST STREET STA 6+56.70 Ww LN C CAUTION �mu7y 'CROSSING ENGINEER; '$TA 1+00�00 WW U1 C TILITY LOCAMONS 1Z CONTRAQTOR 10 VERIFY ALL EXISTING U N� Cof'*za TO ulspri�q wy; mi VE9,11CALLY AND HORIZONTA JOEL R, BOCK, P.E. ft98441 Q\ LLY FRIOR TO START OF C. 0 114 512-314-3100 JACOBS ENGINEERING + 2705.BEE CAVE ROAD, $UITF_ 300 F 5-'/ WARNING! AUSTIN, MAS T8746 F .41 THE ENGVEER ASSUMES NO 9 RESPONSIBILITY FOR SCOTT WHITE SITE - 37,64 ACRrES > ACCURACY OF THE LOCATION OF UNDERGROUND U71L] j1ES. jj j jr," FORMAL SU81A I Lj; ITTAL - JANUARY 1.8, 2011 :H. CONTRACTOR SHALL BE RESPONSIBLE FOR AVOK"NOG, ALL EX1,15TING UTILITIES BY CALLING TEXAS ONE CALL UPDATE SUBMITTAL - FEBRUARY 17,2011 'Al SYSTEM 0 811 FOR LOC , ON OF ALL UTIUTIES, AT "N LE�kST 48 HOURS PRIOR TO BEONKNG CONSTRUCTION, ZONING - PDO - ORDINANCE #20103300 'p� J1 Q 0 ISSUED FOR Rem$1014 DATE E N E i�i4 SUM* ISSUED FOR SITE OTTAL TDISHt - VIRt r PAf-RAGE: $UBDIVISION IMPROVE.-MaNT FLAN-UFOAITE STTF. FT.A"PDATf all ,W801VISION IMPROVtOVIT PLAN -UPDATE 4 (Wall. 4' D D WW LN C CA 0_;A owr REVIEWED FOR'l COMPLIANCE _Q AP, 5 N 11 RR z '128 COLLEGE sTk\TION .................. +_ ERI� ENGINE 40- . ... . ...... . ........ ... . .. ........ . .. ...... r_-,= in B A, .... ......... ............ . .. ....... ....... . .. ... ........ .. . .... ... . ........... .. . .......... . ..... + . .... .. quired ;t Re F__ -------------------- 0 -05 4w c . .. . . ..... JOEL ft R= *dj� z P9441 3t)o f# 9; - — --------- ---------------- KEY go?,- 2 C, *20(0) LF 13 T1- __�l 2.9 5 y Rill, 5 . gs .0 R AP 2011 R 14 B Epla - ----------------- . .. ... ..... . — -------- - T- 1, AUL. WATER AND WASTEWATER CROSSINOS IN '"115 SMSDIMSION SHALL MFU THE R-EQUIREMENTS OF TAC 'MLt 30 C11APTER 200�44, C'NTRACMR TO N07IFY 285 285 E -14GIN*EER IF CLEARANCES CANNOT 8E� PRO�IIDED PER ' E 2, ALL GRAM7f ONES ARE TO SE INSTALLED FPCM . . .... ...... . .......... =NNSTRE41 TO UPSIREAM.. v RV40A N G 't 17 L 3/8 INC 1 PIPC ENOASEVENT SHALL CONFORM TO ASN A1134 'Alliq A M1141MUM THICYNESS OFF TI. PLAN & PROFILE 280 4, rc.R 51-OPES AND TRENCHES: &I. CONSTRVCM"l OPERATION SFIALL aE Al�';OMPUSHCD IN ACCORDANCE WASTEWATER LINE C ------------------ W-114 APPLICABLE REGULATON OF THE U.S. 000URAIIONAL SAFETY A�Q HENUTH ADMI'NiSTRATION (08HA). 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