HomeMy WebLinkAbout09. Scott & White TXDOT plans6' .\ V - v' ( Yn. V\ \\ Not 4454-W I ! - �....,.-�t �..... mom.
O J4for _ R=570.4`I ..
4, \ \ t90.Op' ( ( 1 L=141.06'
Vo
.,( s oVJ \ q - \ 1 1 i �01 140.70'•E W !
EDWARD It �V e.>r o tS' •'v. \[. =Oa <� \ 1 I 1
VOL 32J PG. 664 - J� FRSVN \ JO i3O 4 \cr.'s ` ^ \ \... _ wl 7 - r
fmoto,
D.R.B.ar. l `\,r� s �: \\ ss lj �o \ t Q' o�i \ _ _ 1 I 1 ?I w
QL41r15 .^ a \ c \2yo ate= [ i e °�' 1 A Id o
1T �'PO\'}OS -oil 1 I_ I �o
orm,CC
.t6 :7' •gm\\\ r _7• III,
R 565.91397i 00v,I r I �q5�^ COMMON AREA
^• `I 1""-- I
-L`p We t.7' \ t=9D91' I i� i EASEMENT -I I
t94<Rfftoo
fb• 4 �\n PG/cj� \ C8=N089929� (i� WIJPG. - ! 1momm. off. off VIVIII.
/ d'�,1�4y - •G\ d� \CN=90.81' ;� 1 OPRB.CT•
( COMMON AREA I "•+ I R i
SCALE : t" _too' - P . F\ \ i �rl Vy I 1 -off. off.
_ I VO EASEMENT
; Lq 1 to
DELTA=34'06Y4' d, d. r? \ 'ram \ r `� I 1o"IftJ O.P.RB.C.T. J C75 �-1p' P.U.E. -.
NOVEMBER, 2010 /• .' Le '"'. o-. 'C4i I I 1 I - �`�
.CITY DP COLLEGE STATION• ;`\\ -ct \ •j1,y5Sa1r, \��^ j j - 1 _ j (fi1T: ROt,9 $ CATHEDRAL PINTS DR. -
BRIZOS COUNTY. TEXAS - CB=NT6'2939E is' DEDICATED FOR C26 Ah- ,1 ' `DELTA-4'oY1T (�,• a�� /+ 1 - 1
CH=560.08' ADDITIONAL \ - ! (� (? \� / 1 ! p6 uo 25.79 AC.
RjGHT-OF-WAY \ II I .IL=39.82' at � R, 1('�y(� 1 1 I f _ m PERRY BRL•lN .HOYJARO i
GRAPHIC SCALE \ \ ! 1' jCB=N14'47'U`VE ®�.I" �Y' 4yy ( ( I 10'P•U.E VOL 1980, PG 272
\II,I ICH=39.81' N -^.�� I 1 I ( LOCK DR.B.C.T.
SCPlP:I00 cooI _ \ I \:I-
• � 1
1 p w" �� 1. .\ 1 i T LOT 1
-- a------ S Q:T
<,. f LOT 7 " mo. o . PC, `] / cgs ! I l ; \\ i ! 3LiOiz ac I 10.69 AG o ? rr Avit �n
1 _ 7.16 Ac / I I I HOSPITAL a cuNlc / - I a7 I _ _ I
LOT 4 33 BLOCK 2 / i (I I \ ( I BLOCK i ( I CID l At
= AR,
u"^ a3s i 1 I :' l 1 i C3 I 11 i 1 n9 Vc u1"N'm
°axn4s acss MOs T41c III a. ' I
etr_4: t a LOT
er . a :^� t-nrs'ci °' - +r
LUTHayes m caRrleasror LrT ., fi.p' r - - +a CI
s cw4[a s «: \ 20y1 \ l MATCH SHT 3
LUTNE2iN �. COMMERt:0. BLOCK 1 p F ` LAsvnrt
C9:IRc7tCts \ p f p __ J_; I sn.eRpxK cz \ i I ILM / ! 1 \. , \ f1E .J3'
U 15,71' \ / Illt
_ PAAM 01a f APRP.OX. SUP.V'_Y LIKEAVIV - ow, - - - _ ,�_ (� - APPRO� SURVEY LINE - - - - - - - \ - - - � �'
allow- � 1� 1 1 � 1 I �1 I 1 ' 4 - � 3642- - - -� 85234 - - VVVVVVVVVm - - - 1.93' J C2J ! � 1 1 � .. \ \ �' \ 9 ' _ MATCH 5HT-2
STATGV 3 ;452,49'15'w O9 ~N47.4 rw e69.O4. \ - I 1 It - CID 2es4' w
vpL t3G - L07228' - •11 (;
mrcAn RACY Y / ! r 1 ( III/ q
p
STATE HIGHWAY 6 P1AZA5 AT RO 4\ - m' u�O+r I['n�� 1 7 \ ��
PRAIRIE' [%m._RT 194 wAT Y•- i 'v Tv I i ! 1 .. \ �/ 6TAq A?'ft i
YOL I560, PG S - - 6' 45 Ac. -
228 I.pr` ' ? (i a ( 1 PUSUC ACCESS EASEMENT - \' - � 0� \ \
r - Na7.4r3rw+ m m -"1 f-- - \ \ M.O. WHEELER LTD
r n n i t VOL�PG. _ // t
D.R.B:GT. f .LOT !, BLOCK 1 - essw' o a i t4 a 1i 3 a.. I I O.P.RB.Ct. Oi/ \ \ \\ \ VOL 3007, PG. 341 i.
ROCK PRAIRIE `"y' Y' ;V r o \\ \\
LOT 2 �• ,NARXETPLACEr,00� 2 �. m fl 11 z$ 1 ( - ��/ \ \ \ \\\ \ 1
J VOL 9506, PG. 205 ! { a 4 I I {�G� / �� \ \\ \
ls•nmlT aF WAY D.PR.B.C.T. - i. _ II lz - I. I - // \ \\
(CaCIVIall
°pnMx] Ir PER MAY Yak I� / ±fr ( ( t£Iwo� Off
,,""<Ly i <o \\�i i� \ \\
foom
EDO OR off VV It It
0,9877 I 1 - (`�'FJ t\., / / / i Voom \ It
Q*bc>•'°" - arF - ]itENG4k7EN L1NET.aT:if1N5 lA4C. ?:`k - 11 1 C foommom 1 I �. '�^ / / /CID / �i \\ \ 1 f
'\� IYk 6 - VOL. 7a.19, PG. 255 k p I I - 1 - 1 / �V / PUBLIC ACCESS EASEMENT / / -
- O.P.R.B.aT. kE V , ' I ``�`�� I I\ / 4A.'�- ✓ va" o.PR.eC //\\ ? ..
dof
It It
¢s y4r w .. I, I o Is I ``� \` 1 1 % ,2 �p, / //, ` \\ 1
'cr a> m<w ao,za4 siAes a Itp IIt
LEGEND \. - m"u"zacv `= ovadw ;' , o !,. ` I� PU 5287 `��
TLD.O.T. TYPE I MONUMENT t .lj. _ 1 -
FCL910 °6ta91 r (t �:E ���� fief ` /. - / \om \
ly' VIP
IP.IX1 ROD :'ITH CAP. FGJND (STAMPED \\\. a'S(. i i I St IIr A,z�629" �3i.9fi' \ �`` // / _ // ,;
AS NOTrD) . m \ _
O IP.ON PPE FOUND - '•�„`=d i. 16 m "f• pttla Nash.•-J:4 �� TS2 `\ / / \ \ --I PUOUC UDUtt EASEMENT
(AS NOTED) - 4 I 9 3I sEYC , �4%5 _Z" exr c - `9 l�L j�T 1 I/ / // SOT AG \ \ I OP.R9.CL _ -
1/2' IRON ROD FOUND - ,. +r:4u1 4nE ulwncA, `\- - t 1 AC. 4 \
Vac. - A � (60'- / / / \
(OR /S NOTED). PDJNrOF < / Veto CPa. <a . • - `�^``` Rovq Ito
' ��� BLOCK \ 1 i -
O IRON ROD WITH CAP SET - ; r 1 a9.ce q 5. c LOT 1.
(STAMPED JacOa"s)BEGINNING , 111,
A CALCULATED POINT.
O.RB.CT. DEED P.ECCT409
BRAZOS COUNTY, TEXAS
O.PRB.C.T. OMCIAL PUBLIC RECORDS
BRA_OS COUNTY, TEXAS
LINE
- yg474rt a BLOCK 3 \
N Lit. for
.tea %Z axO Grs`61N
to m r ( / COMMON ` I 4V
S411 ^Qd can 0:[u a4 ., x� __ I m / _ _-� .-`VmVVJ EASEMENT ( - -
s-y/>•>, v711 ;� car tf aavL'=1~i n� ' Vot_�PS. !n
stN S>;; a7R' aVV
y4i� kCVv 4* Ui a -am T.<mm. / F h / , OPR.B.C.T. i 10 1
VAR. 94• L4 S16 I
7ymar i .S^c?'> . h. �r ^ra<. �ix>:tr IXns. ,. / mm 3 1 I I h _
jm�s I
o-ate;. I"^4Id _ III
of
_o-m
Ax
u�c4n'`rAmo�rcmr 3r j7 /1 i // «r,:r`•la-xacr.l• 110 Pt { re Im
VOL.. PG.
. - .. r iti 4s4L r •_ PU8!JC UTILITY EASEMENT (
a_xaJ-Dr�,a�,
�- BQOp OFRR.C.L.
T0334B•. Lip-^
VIC
38. ^ - 1
to III.
S%4%�of off.
1
NI�Nw ` 1
d Y.
6
H'?ieTr j
'�.
JP ar
CRY OF
4�40 a AoSNps f/�b [attx
' ! 51m 13
LOT 1R
U
PROJECT;sLDtt white College stGilDn ® SHEET
JOB NUMBER: F8W96S72 - 2
QATE: NOVE6IBER 2010 SCOTT &WHITE HEALTHCARE
SCALE: t" = 100' I - OF
SURVEYOR: OAVIQ PAUL CARR, RPLS Na.3997 - _ JACOBS ENGINEERING GROUP INC.
TECHNICIAN: 0. YANEZ - - TEXAS REGISTRATION #2966 SUBDIVISION
3 -
ORAWING:.Istl-eH6llII149[N . -'S 2705.BeeCave Road,SLilte300 - VIE PLAT No.
OESCRIPTION:T4 A - Au5(in, Texas 78746 - ,.
DATE BY REVISIONS PARTYCHIEF: M. BROWN, F. MILLION Y(512)314-3100 Fax (512)3143135 F8W96852 -
FIELQfi00KS: 467 &. 468
LINE TABLE
BEARING DISTANCE
Lt N16'48'19"E 7281'
L2 N67'49'42'V! 59.02'
L3 S22 018V/ 0365'
L4 S50.49'32`AV
L5 N8'o2705'W 84.45'
l6 SB627'OS-4 9103'
L7 NO3'32'55'E 357'
L4 N50.49'3 'E 174.49'
IS N391028"W 90.OD'
L10 S3916287 9o.ow
111 N50.49'320E I 3.3 4'
L12 N2290'18'E 73.65'
L13 N67.49'42'w' 96.36'
114 Si6'48'19"W 7LB1'
L15 N2031'20-E 19.52'
LTfi W27T13'0}'W 84.10,
1.17 N4T41'31'tlf I I11.IN
Lis N42'18'290E 45.00•
L19 R4T41'31-Y/ 250.00'
L2, NSS'54039 5 33'
L22 S41'46'55Y1 185.00'
L23 S4T4V5u W 42.OD'
L24 N4'47,8'26 i 679_48'
L25 Se6_3Y47-E_ )157.03'
L26 N215'e'19.1'I 427.598
t27 N46'49'OS-' 11.251
= 138 1121'62'19'W _ 429-19'
_ L29 N;0'49'O5-E 5_63'
L30 N40'49'05-E 22.84'
L31 N21-52'19'WI 65.77
L32, N21.52'19'W/ 65_754
L33 S40' G'46'W 5.620
L34 S40'56`45VV 22AW
L35 N2152'19-W 6S.34'
L36 N3211'00-W! tOb.73'
L37 F13426'19-Y! 121.89'
L58 N34 6'15'1'/ 23.65'
L39. N321wtowyl 103168'
L40 N2152'19-W 64.22'
L41 S4791'33'E 45.91'
L42 548'59'40' 38.33,
LAS 55156'09'E 35.02'
L44 c5913'3eE 36.61'
L45 SF352'S6'E 59.74'
L46 S7527421-E 3877'
L47 1 S76'32148'E 42.28'
L48 56197'd8'E 21.61'
CURVE
CURVE
TABLE
CURVE
DELTA
-RADIUS
LENGTH !CHORD
3EAh114G
CHORD
LI
131524'
56 .
130.73' '
141016'37'
130. 3'
C2
715111130
10.00'
12.45'
<I 51' 7---
It 66'
C3
I5T 0'
IISOV
31654'
N 419'21*E
2 5.66'
C{
54S s6
/5.D0'
14 4
75.47'38YV
13. 0'
CS
901 J'39'
15AX?
2362
317'500W
21.26'
C8
133 3 _
560.00,
13 35'
N359'4FW
132A5'
C7
9 !Avss-
25.00'
AO 5'
S74.37"]
3618'
C8
So 98'42'
SAODO,
779.15'
SE1'e5' TW/
751.52'
LS
90110' -
S.Cb'
39?T
N6710418-E
35.36'
C10
839')Y
5 C(A'
265.06'
C36 9'55'P/
"fi 30
CII
4716'3T
570.CO'
4703T
N2T0'14'
457.10'
G12
90 O'00-
25 00,
39.27'
S4127'05'E
35.36'
Ct3
9090'00-
25.00'
3927'
54832'5SY!
3C36'
C14
4"W37-
63CG0'
519.84'
N271'14 F
50522'
C15
0 wCO'
2500'
39.27'
05'49432_W
35.36'
CI6
90VVDV
25.GW'
39 7'
148410'�Wtl
3aSV
Ci7
2839*14"
47OOo'
3505'
S3629'55'1'/
232,614
C19
90,00'G0r
25.06
3927'
S22'49'42
35.36'
L19
54 1'18'
760 '
7 - 99'
S9 5939"lY
69476'
C20
8695'29'
500'
37.5'
N14.46'16"
J4t3'
C2f
1335'0 '
So0.0o'
! 110.544
N35veo0-W
lt6 '
C22
89'43'49-
150w
43'
N '43' 6-W
1.16'
C23
83 T
15.OD'
18 '
NC3'4526_
9
C2{
12398' -
115.00'
1 24709'
S26 5' 3"W
i 20223'
C25
71 0'13�
t0.00'
f 1145'
NS 282'0'
1i.66'
C25
13152C -
505 07
' 116.84'
111010'37"
C27
P
o0'
+. 16,021
5:722't ]"
17.92'
C29
ggw
61T '2t'
9g5,00'
i t
S6 30'43'W
i 102.78'
C30
•i '18V
9 .O0'
i 554.86'
)6'3897\v
! 546.86'
.. .. SCOTT &WHITE MEAAORIAL
;� HOSPITAL
' V = SCOTT, SHERWOOD AND
H " ;. ' : BR(NDLEY FOUNDATIONS
. BL NBFR � _ .... .. .�,
� 11 14,. 4' SCOTT &WRITE HOSPITAL
LANE TURN LANE sHLD COLLEGE STATION, TX
- � 7TT MAW 6TREET � :
..
.. -. -
FOtff WORTH, TEXAS T61(R
, - -
(j '. I MATCH EXISTING - t:l�. � --- - - .. .. _ -.
3, t 5' � ,
2" Mlll 2" HMA {TY C) BACRf ILL PAVEMENT - - - - -
& F(LL EDGE (TY B). '
15.3' ..
2' HMA (TY G
16' � �-
10" FLEX BASE t
- � TY E GR. 4, OCST, - - - � - - -
- - PRIME (MC-30) OR AE—P -
E _ -
_ � � _ _ _ 1sE11® Iao 11LVeaioM GATE
•.. - .. �. _ _ � _ - � � .. - iQei OO SiAiYTTfl WWfC.O
. R6-7R. .
STA 7 t0«97. 19. 70.35' RT c--�x -
BEGIN REFL PAV MRK TY I STA 113+58.22, 10.35' RT -
- (W) (8") (SLD3 AND REFL PAV � BEGIN REFL PAV MRK TY I -
' MRKR TY II-C-R a 10' C-C "� (W1�t8") tSLO) AND REFL PAV � -
.EXISTING EOP � -- � - � � BL NBFR - -- - - - - - - - -• -- . a t C- _
�\ MKR TY I I C R 0' C �'
ry _- — _. �
U N 22• 30' 05.65" ri .
STA t09«97.79, `14.88' RT :. -------- --.-- - --r._._._—__
BEGIN REFL PAY MRK TY I STA 113+24.50, 1).49' RT'
--+---'--'-"'-- REFL PAV ).6?K 7Y I
110+00 _ W)t24")(SLD)
. _ '.0 .a. a Vic. •�-��.:,�=' �-.-_:.�� _�-.:.� ....:c-.. ...�:-s;-�:.. •-"ia ..r ,.. r.'� -- - - -- - - - - - - - - -
_.� ��
..� •K.... :?: .•-i'L�`3..: .r'.+�-. n-:P'�.i'" (.'.:i.sz ,-,t:.w.wid- n 4�F'..�` 5v�;-` ] ':`vt=
....
L -- EXISTING EOP---� _ I_"_-,._......._.. .< ... _ ... .. .,..: � .. � ... � Q1���j'zCi _�� � ... _ ..
STA t 09+97. 19, 1 4. 88' RT � � �\` � fj�,1� - STA 7) 3+92. D0, i 5.68' RT
MATCH EXISTING PVMT - � ��W-� - _ L R 30' RI-f END REFL PAV !.#iK TY I
(W) l4") (SLDI
.BEGIN TAPER STA 110«97_i9, 28.35' RT INSET A 4' REFL PAv MRK TY I
ENO TAPER - - -. (WI (ARROW) � - 15' r'
- R 45'
14, 4' _ -
�- - REFL PAV MRK 7Y I - STA 113*63:�64;--65.49' RT - -
(W)I8")(SLD) END REFL PAV MRK TY I '
C - STA 112«82.23 STA 773+24.50 RFG S (W) t4_) CSLD>
-- - - - • • - - - _ _, _ _- , 29.25' RT 55.53' RT �G' .. _
-r - -.... - -• - - - - - - - vim..---"------ -
�� �
..-'
FENCE R O.W. POWER LINE_— — -- ----- STA It3«28.67, 67.54' RT \' �' "_r
`` �'
' � - - END REFL PAV MRK TY I ,l O� � .`'
�. .... (4") (SLD) '\� _ �
.POWER L[NE� .. __ _. _ - _ .. •��l1\ - ''- �` �� �� ��
,,; ,
�.�m-`� 3.,�"�u W��'�'• �2" MILL &FILL _ o rs � Zr 5
B 3 �r��-`(�,����a� -� .^SAW CUT ANO REMOVE AREA 9 S ...sszai....... �i
- - J_ .... _.. � � s vl Ct4EL A v.NTlH
1 / / - ..j
FUII DEPTH PAVEMENT - � - 5�'••(+ceKs�
.�. �A � iK
' TURN BAY LAYOUT
INSET A SCOTT & WHiTE DR.
��
A F, '
oININA NWBEB
��
,�� ,� .�.
�,.,a�
- - � DECEfA9ER i0, 2tt70
10 9 8 7 6 5 4 3 2 1
-
i
_
10 9 g 7 6 5 4 3 2
SCOTT & WHITE MEMORIAL
HOSPITAL
B L N B F R SCOTT, SHERWOOD AND
® BRINDLEY FOUNDATIONS H
H N' 220 30' 05. 65 W
— 1 1 00 _�-- SCOTT & WHITE HOSPITAL
COLLEGE STATION, TX
._., -3.: u..:�t?.y-r,.. .e;.e='.: w a-,._ c •,-',-.. ,.;�m:.,:-4""-. -'s a .-,u:'- ems. -
._..._.
i" 7T7 MAIN STREET
FORT WORTH, TEKAB 7002 _ n
t� G
iA
L,i
z� f STA 1 13+77R 00, 53.00' RT
STA 1 1 +04,.507 55. 00' RT ` t SET (TY I I) (24 .IN)
SET (TY I I) (24 IN) 4i I (RCP) 16: 1) (P)
(RCP) (6: 1) (P)
F
F ii 1 ,_ ____- ------ —
k
24 RCP X 7 3 j— R. O. IN — B8 mPIXt PEA E
ESTA 113+40 v
H & H DESIGN DATA
-^
D. An . 1 a 57 AC—
QloYR=a 4e 26 CFS ```� •�:.... ,_.._,
OUTLET VELOCITY�oYR 4< 56 FPS a
Q1 ooYR 7.,2 5 C F S a p
D OUTLET VELOCITY1ooYR= 5.32 FPS STA 1 1 3 4� :_1ale
f I I
I
295 I i i ' — -_ --- ---- --- I-------- I — --- ------
---- --
I � 295
: 3
4WfL CIUAM,PE
TLU
294 FOR
v,WKV
EW
for offam
294
------------- ------ ------ -- -- ----- I I SET STY I I) t 24 I N )! FMCRtSUMI ,,
I I WD,C.TR P9W
(RCP) '(6 1 (P) , I 293 RINSES
I
293 — ------------------ --- -- ---- --- —-----------'—-----------
ISET (TY S I) (24 IN)
I
292 - - - - -- - ---- - - - -- - ___ __ -_ - - --- --
(RCP!) (6: '1) (P) I ! H,WI290.J1 4" 292
i I W oYR 2 9 0. 5i4
291 -
i 3
291 ! TW,oYR= 289. 04 !-------------_ _-----_—�'_—= - -- — -- ----- — -- ---- —p"l�— —=--i --- ----------
g TW1ooYa— 28,9. 161 j I j 290 B
290 i - - --- - - -- -- — -- --- _ -- ---
24 RC;P X 73
E_0 5 eSLOP£ I
289
-- 289
Go 5 7 % CULVERT A4
FL= 28'9.151 288 STA113+40
288 --- — ----- --- -- --- -- ----- -- -- -- -- --- --------- -- ------a
------ --- -----------;--------`--- --- ;-- --- — FL= 288. 79 P, �
i �� A
A 287
287
-- —
PMNTDATE
i.
.. DECEMBER 10: 2010
10 9 8 7 6
5 4 3 2 1
TYPE "G" EXPANSION EXISTING CURB & GUTTER I
JOINT, ELEV,+ TO BE REMOVED F KEEP 6" RISE TO TYPE "G" EXPANSION
PROPERTY LINE , JOINT, ELEV.+ CURB RETURN RADIUS + 26
T/C ELEV.=3 MATCH IL OF t T/C ELEV.=3" w
KEEP 6" RtSE TO EXISTING GUTTER tan
I o? CURB RETURN RADIUS T-6"
MATCH CL.OF PROPERTY LINE oa EXISTING PVMT. I �-
EXISTING GUTTER I 4., Z ACCESSIBLE ROUTE (4' M[NJ
23 --- - ao D (OPTIONAL)
EXISTING 4„ < tDi ItK1ETE 3.
PVMT, 3.. RISE NOTE 3• l
new-' - EXISTING BASE MIN DRIVEWAY APRON SHALL BE 4"
(28-DAY CONCRETE STRENGTH
3" .RISE DRIVEWAY APRON SHALL BE 4'' DEFORMED TIE BAR =3000 psi) W/ 4 BARS 0 t8" t /�"
C E W ASPHALT APRONS W/0
CURB RETURN RADIUS + 2'
o ? CURB RETURN RADIUS t'-6"
z y ACCESSIBLE ROUTE (4' MINJ
Q (OPTIONAL)
U
kOTE 3 ►�TE�tOTE 3
6'
LONGITUDINAL
JOINT
SECTION A
SLOPING TOWARD. INTERSECTION
MAINTAIN 2X MAX
POINT OF CROSS SLOPE
CURVATURE
BACK OF CURB
.�(. (�I_(-_( AT RADIUS- POINT SMOOTH DOWEL BAR, � 25`RAO. tMiN.1
St0EWA1 K * C� i/2" YU X i6". WITH ! TYPE "0"
i-(H (-H i-{ CAP 0 12" O.C. 1 ' LONGITUDINAL
5' R, (MIN.) BACK OF CURB (COATED W/HEAVY GREASE) i t� JOINT ACCESSIBLE RAMP
** (SEE,RAMP DETAIL)
------------1 ---
1 ACCESSIBLE ROUTE'S
NEAT SAW CUZ
NEAT NEAT SAW CUT - - - - - ----------------------
SAW CUTW /� 1' 1 POINT OF
i TANGENCY
* MAINTAIN. 2Z MAX CROSS G"EXPANSION JOINT EXISTING CURB & GUT TER TO • • • =* Owing • — - - • • • —1 ► • - • • —► - - - — • • • - - . .
SLOPE, 5' MIN, WIDTH, BE REMOVED. REPLACE STREET
SURFACING AS NEEDED,
� 1 EXPANSION JOINT (TYP,)
** EXISTING SIDEWALKS, (A MIN. ( ► J� SiR��t Lam' A SEAL W/APPROVED
OF a• BEHIND BACK OF CURB), RESIDENTIAL DRl V LWAy EXPANSION JOINT MATERIAL
MAY REMAIN IN PLACE
OTHERWISE SIDEWALK MUST
BE REMOVED. TYPICAL STREETCONCRETEAPRON
ST2-00 ST2-01
F F
W
DRIVE"' TYPE ••0•• EXPANSION JOINT. A
v SLOPEE VARIES �ttN. EXISTING CURB & ELEV,=T/C ELEV,+3" TYPE "G" EXPANSION JOINT
PER_GUTTER. TO BE KEEP 6" RISE ..TO I _ - PROPERTY LINE
I APPROX. t2" REMOVED PROPERTY LINE — — - "New A�mmmmm"
—
' DRIVEWAY WIDTH EXISTING GUTTER
O
�VARIES� 1 t
DRAINAGE CULVERT i3� VARIES
(MIN. t8" OIA RCP PIPE) EXISTING PVMT, i t 6.. * MAINTAIN 2X MAX 1 RETURN CURB TO HAVE
E CROSS SLOPE A ROLL FACE DIMINISHING
SECTIONA ti A PROPERTY - 1 -- AT RADIUS POINT.
LINE C�3" IS
TYPE 0 AMBULATORY RAMP
NOTE - - - I — - — EXISTING BASE MIN. 25' MIN. R. REMOVE CURBLONGiTUOINAL SLOPE 1:12 MAX.
DRIVEWAY APRON SHALL' BE THRU RAMP i JOINT
1 LENGTH OF DRAINAGE PIPE FOR ' — —' DEFORMED TIE BAR 6" (28 OAY CONCRETE Wagner
NOTES:
L IF THERE I§ A VALLEY
GUTTER, THEN TRANSITION
CROWN AT VALLEY GUTTER
TO FULL CROWN Its 50'.
2. TYPE "G" EXPANSION JOINTS
!N CURB & GUTTER SHALL BE
SPACED AT A MAX, DISTANCE
OF 40' APART_ AND AT ALL
RADIUS POINTS, P.T."S & P,C.'S,
TYPE " 8" CONTRACTION
JOINTS IN CURB & GUTTER
MtN �4 X 78" O.C. O' ' ' TYPE "0" LONGITUDINAL
EXISTING t28 pAY CONCRETE STRENGTH CURB AND GUTTER SHALL BE SHALL BE SPACED AT A MAX.
BASE =3000 psi) W/#4 BARS 0 18" FOR TIE TO CONCRETE ALLOWEDON OPEN DITCHED JOINT DISTANCE OF .10' APART.
DEFORMED TIE. BAR O.C.E.W, ASPHALT APRONS W/O TO CONCRETE PAVEMENT STREET SECTIONS ONLY.
- SECTION�1 A 3.-2X Max SLOPE.
'!�4 x 18" O.C. FOR TIE CURB AD CUTTER SHALL BE ONLY 4, S' MlN TRANSITION i(0 LAY
TO CONCRETE TO STREALLOETSON OPEN SECTIONS ONLY. SECTIONA A DOWN CURB BEGIN AT P.T.
CONCRETE PAVEMENT SLOPING AWAY FROM INTERSECTION
engage
ONLY.
SECTIONA �i SIDE STREET WIDTH
am
11117T:�LLAYDOT1'�r CLUB � [
A TYPE "G" EXPANSION JOINT�QKW�
PROPERTY LINE 6" THICK CONCRETE
NOTE* RAMPS ONLY WHEN t2W/#4YBARSEAT t8 0NGTH ft
me 5C.E.W00 Si) A
THELONGITUDINAL SLOPE IS — - ---_- Y W/6'` LSSB TO 2 BE ONO B.O.C.
GREATER THAN 1#20 DOWEL INTO EXISTING SIDEWALK
RAMPS SHALL COMPLY WITH (VARIES) W/ 4 BARS Q 18" O.C.
TAS REOUIREMENTS RETURN CURB TO HAVE
A ROLL FACE DIMINISHING EXPANSION JT- & !
RESIDENTIAL DRIVES- IS 36' MAX 1F4 X 18" O.C. STRENGTH 3000 psi) W/#4 - r-
& 20' MIN. EDGE PVMT. FOR TYING NEW BARS 0 78" O.C.E.W. ASPHALT SIDEWALK a
• DRAINAGE CONCRETE TO EXISTING APRONS. CURB &GUTTER
I ALL DRIVEWAY PIPES WITHIN CULVERT - - - - - - - [ ` - - - - - - -' - - - -
ROW MUST HAVE CONCRETE CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN NEAT I NEAT
SLOPED END SECTIONS C& STREET ONLY DITCHONLY* SAW STREET SECTIONS - - SAW CUT
SAW CUT ,1
(6.1 SLOPE) OR APPROVED A/�/�G/1J�/
EQUAL. SECTIONA
ICAL(C DRIVEWAY A `(T ENT'(, A WE �i'� TYPE N J A NEAT EXISTING CURB & GUTTER TO
1 V 1.:� V V 11 1 1 V ltlii EXPANSION JOINT •SAW CUT 8E REMOVED -REPLACE STREET
SURFACING AS NEEDED
WITH CULVERT COMMERCIAL DRIVEWAY
ne"SZ Z-0z STi 2-03
make
\il . _\; - N42<4 'W
sus \'a' ;) : - ' aIVI
x - \ 190.00 I J -j Rn570.00'
• " , - F17WARD WACuC ! -\'„ d \.o , ; . • \ L 141.060. -
V (j1 `'' IzkU ' ' •=o J H434 'E
k.
VOL 321, PCv 664 �f\L�CSI �:"' \; �� �O$ �F -3= d �� I') yle� 1 / CDe
D.1ZB.GT �AQ J.rt 'nJ, `Ij \ -p,6 �a �I j ^b� 1'1 \\\- .CH�140.70'. r t
yll• •b 9$ \ a \ wo
�L$ \ ^ 09 `'90\a°a4eee.\.0 .(ilil i •Ll
' " °a _ 1 � to a
GG� o. \ e y. \ OFLTA=9'13'07i �o 0
�0 r a=sfi5.o0' , , couuav AREA
Y a s ? \ L-Saar ;I it EASEMENT
j �` S 4:p• c 04j� \ Ce�N08V9'29 I ; VOL_�Pa "- - - I 1 / h
-9o.81, ;del OPAB.ar ! / _ ' ...�uON AREA JlIVISt
SCALE : 1' _ .100' \. \- ; i 1 1 _ ! EASEMENT q /
DIISA=34t76'f4w d yi a4Y .. •l" I) J) I , 1, i -
NOVEIiRER, 20I0 R�SG.OD' �AelI o- \ L' ; -
CITY OF COLLEGE STATION CB�476'a7397: !l.\ ^S'A. i� - - i 1 -7 �!qS L•-.2`P•OE go
y CATHEDRAL PIi1TES DR.
BRAZOS COUNTY, TEXAS 1
w IIICH�60.0.9' ' 15 ADDITIONAL i FOR\ C28 17 \I i rDE1.TAmVIlflr _ L� - 6� 8
W6HT--0E-WAY \ R=565.00' IC Y J i no
\ \ 1 ; ;L�39.BY`�'� .i J I - - J r C16 L10 m 25.79 AC
GRAPHIC SCALE ' ' \\ \�I I,I 'CB=N144Tf1'E ^` f-`
SOME 100 r 1 1 Pt7t`Y B9 �N HOWAPD
`111I we396r - ( ( f I J F La P. 1980, T 272
LOT 1 /` an `sys na n " ) c25 i l 't \' 7 1 LOT 1 . 1 t ILOT : i mart �Y P4 Y
aPABci / , \ i 1 37A2 AC. I 1 1 �7•K
. 1 - 7,16 Aa ; ' 0.69 AC. ,noir necr xolwo '
/ ! 1 \ HOSPITAL 6 wNlc
LOT 4 Via' BLOCK 2 / ; i I i' \ 1 J BLOCK i 1 i C 7 t Y,L J.ov m
d ;. l r 1 t I e °'
CIOL1 LOY 7 PW,•AL° JLL55 k P.VWIc
Eton: r d EDr zH ' 'T. 9. r r u wr PQ IV
- - J. i1' I ! _
s4vrcuzs W cavrv_ars-ror LOT 5 �.p' .. .... ' 1*�10 :tf*i;zc • I I - 1. - / -
DN coAiL¢Hr.4. BLDGK 1 oT' �_i74 i o r cm(s swca \ arm --I L I I - / _ ( 1 - 1 • 1 S` -A�
Pm
- _ _ _ _ ARPROX: Samar LINE _ _ _ _ / - .... - - - J J SURVEY uN@ MATCH SHT 3
Q PACE OJS
m a " 49'1SW ��1 1 i 1� 1 i ® 1 r 4 - nPrs awr- - �52�• 1.43' J J; --1-�-APPROX. - - - - - - - P r
''L,5 MATCHSHT•2
cis -. 28S4'
STATE HIGHWAY 6 PIA7AS AT Po / m J4J4ucr .mJr (m - t) - - �,� •••
PPAIPir, l s• nHuc ti a .. 0.tT
- VOL 7450, PG ; clsorwlPatPPar LaY �L w I 1 I / \ "'g•10:3Y '
D.treCr. Imnarw o 1 ' n (i' a Pufiuc ACCESS EASEMENT 51,48 AC "
LOT 2 l LROCK PRAlR/£t eaHee. §1 Ya ; w. a It l" _ va.--.x - \\ \\ 1 .\\
.,. I 1 5« / . / D.P.RE.c1- M.D. WHEt2E4 LTD.
M4PKEMACr h` 'iS �, r eb3 / / - :Q9'/ \ / \ \ 'VOL 9007; PG- 341
it VDL 9506. PG. ZO6 2 ( m N tb o J 1 ♦Sim \ \ \ \ \ \ D.R.B.CT.
u'ruolrcrrAY - O.P.P.B.CT. i = (r ^D
PAM llw Pw xu (i
I ka¢ t i j
toyit 4air kc� CS
TTr iVdM,4PT£N 9YVEST.ifE7YT5 INC,asfi J �J.-9
VOL, 7B19,. PG. 266 / _ / \ • G2.J' O.PR.B.CT. �g:a' r v i _1`` ! 1`0 / ,STI,.' � / PUBLIC ACCESS EASEMENT /�\ 1
C21 oPJes.aT-oe i
7xD.aI, TYPE I MONUMENT aA.c1. } I i ja / tIRON ROD
FOUND eEtA'a5 ' , o I r'•L,e `` 3J876�. / "4 / _ / ' / _ \ \ 1
6 AS NOTED V47H CAP FOUND (STAMPED - Dd¢, , I ,
IRON PIPE )FOUND �' t , t • e I 287g. `` _ / / \ \ .i
�. (As xoTm) - _ "`'--,i' i 7 "r�-. T �` / _ //-
1/2' IRON ROO FOUND - , i g,. i nm c'e r rn.ar outs \ `4 ` / .. :./ / j_-0T i \ voL_-,Pa
(OR A5 NOTED) - ' d ': sa- STAvGt Ins < `Z2y. \ )��I.�r�G \ / / // / \ \\ PUOUC UTILITY
EASEMENT
6R8CL Tt DMitt (ASIIGJ1r ^ ��i60• \ �` I /
IRON ROD V41H CAP SET - .POFNrOP - 10L sLz .a4 Fba ROWJ AY ` / / BLOCK LL '
(STAMPED JAC085) - • N3.GL _ -� I / \ ( -
A CALCULATED POINT'
OJYE.aL DEED RECORDS
ORAZOS COUNTY, TEXAS -
OPJLe.at OFFICIAL PUBLIC RECORDS
BRAZZOS COUNTY, IDIAS
- - BEG/NAPNG `_. ,//( gW5<U .'.LOT 1 � / ✓ / - \ 1 .
Nf3'9133'W • /1 ^� ?� 515 Aa C7
c, 6s6a BLOCK 3
F - er carve \ C20 / �\ '/ / / k� .
L4y, �a `j.` ` ,�claar 4c , . ) - F - i.
- PumJrm�A!.a'r, ,sT• rr 01u m.0 couuoN AREA I.
'RYr�.4 - 1 -OTY rs o11r sLAi.Cv, lugsj E7 EASEMENT I �-
UI
Ta �W' h�.� y-rc 'er /. N 3 J. _ OPRB.CIT
rm c4Y41(.k'srA1n: `, 3 -alY°a«:: Jar
EASEMENT
x Pc. PUBLIC t117Li7Y
-
9 dLLL VOL-�Pa 636.17
-J
/ sr
HPo. a ,A
aA'Q A oania[rJ 24• orc n= Y
s
- . mm IM
SLOCZ If
3i'RJNuHHeOR p'T / ,
PROJECTacott white College station - ® SHEET
J08 NUMBER: F8W96872
°ATE:"OVEMBER 2010 IMM
SCOTT &WHITE HEALTHCARE 2
SCALE: i = fOD' - - -
SURVEYOR: DAVID PAUL CARR, RPLS No.3997 - JACOBS ENGINEERING GROUP INC. OF
TECHNICIAN: A YANQ +TEY.AS +REGISTRATION-g2966 -
DRAWING.� _86fI�L5UOd 27U5EeeCaveRoad,SWte3G0 SUBDIVISION -3
DESCRIPTION: N A - -
DA\TE BY REVISIONS - PARTYGHIEF: M. DROWN, F. MILLION - Austin, Texas 78746 - - - - JE PLAT No.
FIEL09o0R5: 467 & 468 - (512) 374-3700 Fax (512) 314„'135 - - - 1
F8W96852
ONE TABLE
LME -
BEARING
DISTANCE
LI
iT16'48'19-E
7287'
' L2
N67149'42'W
59.02'
L3
522.0'16lYf
73.65'
L4
S50.49'32'W'
287AS
L5
NB62TOS'IY
8445'
L6
S667700S
91.0Y
L7
N0332'55'E
3.5T
EB
N50<9'
174.49•
tE
N3910'28-VY
MOW
LID
S39 0'28'
- 90.00•
LIl
NSO'49'3 '
I 3.347
L12
N221DIVE
73.65'
L13
N67'49'42'W
9636•
Ll4
6'48'19-W
72.8 '
L15
N203i'20'
19.52'
L16
N27AY03'4P
84.104
7-
N4741'31'W
111.10'
OR
N4218'29'
4 OD•
L19 -
N4r41131'W
250.00'
LZi
a54'9
5. '
' L22
S41'46.55'Y!
- 165.004
L23
S4T46'5SW
42.00'
L24
N4228'26 i
679.484
L25
S86'37'<7'E•
1157MY
L26
N2152'141'!
427.59'
L27
N40'19'OS-E
ii 5'
LID
N2152'19'W
429.19,
L29
1440'49'0SE
5.53'
LSO
N40'S9'0.:E
22.6'
L31
H21'52'WVI
95.7r
132
N215219"H
65.75'
L33
54056.4SW
5.62'
L34
4056.46'W
22.484
L35
N2152'19"W
65.34•
L36
H3211'W'Y!
/B3073'
L37
N342641VIN
221.09'
L38
N34 G'19'W
223.654
L39
N321Y00'PI
/D31,68'
LAB
N 152'19'W
64.22'
L41'
S1701'33-E
4591'
L42
54859'40-f
38.33'
L43
55156'C9'E
36.02'
L44
5915'34-
G.81'
L45
S63'52'56'E
59.74'
! L46
S75 7.21-E
Sa.77`
47
4228'
L48
S51V7'48'
21.61'
' CURVE
TAeLt
CURVE-
DELTA
'RAONS
LEN01H
CNORO SEARING
CHORD
CI
131 '24•
56
30.77'
H10 0'17'
/3a Y
C2
7 0'
1000'
1 .45'
S18'S1'47"
ft.fi6'
CS
I574 ' 0-
115.001
316."
N2419' VE
5,66' "
C4
SL 45'S '
15.00'
14.344
ml4Y 1Y
13.80
CS
9013'39•'
15OC
162•
S0117'S0-.W
7.26'
C6
3 '30'
560.00'
13235•
N35V '44-W
13 .05
C7
92'4VSS
15.
4045'
4 T'7'
16'
CB
VB'4 '
MOOD'
779.15'
c 7'W
751. ^'
C9
-90VO'0'
5.0'
39. 7'
N6710•I8'E
3 36'
Ct0
28.39114'
00'
26506'
S36 9'55'!
623T
Oil
4716'37'
57OW
470.33,
N 71VIC
45710'
Ci2
90 '00'.
5.00'
39 7'
S41 T05'
35.3W
Ci3
.90V0'00'
5.00'
392r
5483'55'Y/
"w
Ci4
4718'37"
G=fid
519.84'
NZ 1.14'
505.22•
C15
'00'
S '
.27'
OS 9'3 YI
35.36•
CI6
90VO'DO'
2500"
39 r
N8410.7S1Y
35. '
C17-
283'1 -
47a00'
05'
S36194WW
232.61'
C18
OTA'00'
75.067
39,271
S72.49'42'
35-me
C19
5 21'1 '
760.
7 0.99'
4" '39'W
694.269
C2➢
86V5' 9'
5.00'
3755•
HW4601'
4.13•
C21
13154020
CO'
118541
N3540varw
116.261
C22
0'4Y49'
15
3:49'
N '43' 6'9!
1. 6'
C21
E5 7'
15.00'
21.934
17S
C24
123V6' 0'
115.00
747.09'
S 6-}5'23'W
i 202-3'
C25
'20'13"
f0.
17A5'
N 8'26-
i 1I.EC
C24
1315 4'
S05.00'
1 i168L'
N1010'}7'-
116.50'
C27
2038'd]'
50.00'
1 0 '
S37 'i]'
C29
61)' 1'
95500'
110233'
S6210243`W
t0 28'
C30
SY49'18'
9
55408'
763'OT1Y I
546.86
,i
{
;.
i
i
�.
{i
i
r
f
f
i
I
i
i
i
i
i
i
. lot I It. �.. Sol
` \ _ -
fir\ EDWARD WACu( ->; 4, •ri. \,° ,g1 1 •� - e� t l tot 06' \~_T J
VOL 321• Pa 554 ... � \ It . \ O� Ct3�?� \Gc. mit I - 1 e 1 ! CB-N43'4410'E '
• - D-R.a.GT. �c2 \ tea. O_ k \. t- a I - �bb .� - ! 1 _ _ 1 .cH-14oao' 1 "r-)
01
,j.. Q�vtr•sq;\+j19q oo-
�QG�o �: °�\ ���7' \ OE3TA=913'07tIi) I I �4�° -_`T 1 =
�Op 4-. \ PO-;T \- R=S65.ar t d COMMON 1`T' - ! A
to y;,,�Y� o\ rrT \ o-sasY (I] I I EASEMENT •I 1. _ = - •'1 / III
� t s�
y s cP• A ay�Ch \ cB-HpaversI i I wt_�Pc ! t 1 1 �� 1
SCALE : T' =.Too' �A ( I 1
-G\ d \QI-90.81• I ,i' OPi[B.aT, r;,•, COMMON ARFI. ( •-e
` ,1p.t 'f, \. •C \ - 1 I r I - - r 1 - EASEMENT
DELTA=34i7614' - d •et:' - ii 1 I. r b f
NOVEMBER, 2010 .`�� r ,.r••p. o- \ 1 I - 1 /o. 1 voI_�Pa trT (_ $ -
CITY OF COLLEGE STATION R-95S00' -' L,o,• - -
L-ti6- 8.44'. - r vt i i !'-•J pPJLBLT: t J'.U_E y
t 1 - CIS
BBAzos covNTY• TEXAS CB--N76793B� 15 DEDICATED TOR \ \ yse 1 69 CATHEDRAL PR ES DR.. "
CH=560.08* % \ czs aT l j\i (y
GHT- o-W \\ : n iaR=556s,00 zt7' L�-. �� �.,� 1 ! - 1 ! {sn �W/ g -
wcxr °F wnY
GRAPHIC 9CAIE - \ \ r IL-39.8Y - pp�(� ,{'r - 1 ! t J �6 LtO PERRY BRAN HOWARD
SCAIEt00 \,� I' i ICe-N14r4Tif'E l.,R V �(\j (. ( f ' ep• Y --
yo VOL /96Q PC 272
a: _' \ rI-�ti i - ! I - IttLOCI6 D.R.B.C.T. !r \ \` ! 1 1 I I 6
LOT i p z n % cgs ' I I i i \\ (! LOT Act, 'LOT .1 y r�
Lord z1e Ac i i . I I \ 1 1. 1 t toss AC - i w'm / 1 I I HOSPITAL X CLINIC
pia` BLOCK 2 ! I i I I I \ J 1 BLOCK 7 t t a7 t - 4 .,
,art - 6"'g:4 i�ss e°vwi+w +r ct�0. ( o
RAOUR r a �Bi vy3g'`�. rr mxr Jr - .. t c24
s4vrpuRs 3e enP.NeasraA To
LOT 3 66Q,o e: ,�[/";�/ \ t .n
EUn� w COMMFRCA BLOCK 1 0 \ ```4r _ - i om�� "c siuo, \ ' W otu ' i - / 1 1 \ • \t lt^
4 7 r4�pR \
_I APPPDX SURLY ONE \ / 1 J
pSur- - - --"� - - - - - - iss d r - - - - - - _otoottoott00000LIt _ APPRDI:. SUR000toVEY LINE _ - - - - - _ . \\ - _ i \ -ft .is• MATCH
SHT 3 -
mIrfS7O XSZAN'Is•w ��I I t mar 1 I I-R i l 1 3" L,v 83234• tt '� - IYIATIiH SHT2
Pot ,w 3- 107228' N4T 37 J t 1 1 \ \ \ s
STATE HIGHWAY 6 PLA7A6 AT RO i : m 14r41A�,RGpT TAa.147rt - Im nAr I (i 1 I \� ' `Jo
. cts -. 1B5s •mil.
PRAIP.Ic• ! le wa6e u14m rvr r
YOL 7¢60, PG i rAsa.vl Put aAr _ ur _ 12
'( r
s o jN
D.R-B.GT. N4T'4r0fw W r w r 3 � J_.,PUBUC ACCESS EASEMENT \��
LOT IS BLOCK I &4&Ri'- I_ �. v, m n I; g`3a 1 •1vOLp,P,RscT - \ \ \ M.D- WHEELER LTD.
AC
LOT 2 I - ROCK PMkIEt - - h . ' � 4a _ -'�' - �' ' \ \ \ B1.4E ER
t1 1 I J•/ \ NOL 30DT,-PG. 341
M PKETPLACE S x a , - - g 1 I vy3 / ! �5 ei \ \ \ 1 \ \ BD :;r* P
I VOL. 95D6, PG. 205 - 2 t m III "I:NQ J l i/ - \ \ \ \ \ \
,e wwr m,ur O.P_ IAELC.T.ra
_ 1 i ,�, (I - / i�/' \ \ \
1 47 t i
- - WL�s aH oil
j\�Y or Csor ISO
• 04.9877
M t A r ,q CIS /• / \ \
_ WE/N4RT£N 7NVEST.ilEl /NC. I r 1 4-_�._ / / 1 �y �T�: " j / \ _
RhkOtt n VOL 7319, P(E 265 Gab 141 U_ / / I i \ \\
O.P.R-B.4T. rg:o i o i u'' ��� 1 ( /7 /PUBLIC ACCESS EASEMENT /� i� \
C21 �i`•` �f ..�4'
_ y4xrn.a-rc - r• 'r to . \ I !7 _ '1 J -
Sto
n i toor It I too. It\\
TXD.O.TTTYPE I MONUMENT - .� - \` °"^xv y3`•' • ) 1 I (r 70, 1
FOUND - 'Rr' o I t 6 _
_ 41' IP.QV ROD YA1N CAP FOUND (STAMPED hb? 4 ' I -. �, J I aU.e •" 6ig f `
wa4NPwE)FOUND t , 1 Y2So).96
(AS NOTED) _ __.ia' I7�y-bt ao•c� ��wrt2 ��� / / ✓ / .\.\ 1 _
Inc
1/Y IRON ROD FOUND. I I 9 t - vnmi " r6'tast¢ �� 2s- tL.. � r/���� � / -LOT I \
(Oft AS NOTED) ' An- 932. m m° - VA2OL rmr.z <Z�. L'AY� ���\ / : .. .:./// Y5,17,:,AC. \ PVaUC UTILITY -
nARct .UVH'L srYFs..Ou rG (sp. Ro ter. It
BLOCK 4. . \ \ 1 oP.RacT-
IRGN ROD 1NTN CAP SET .1j01N7.OF t -
O (STAUPED JACOBS) - • DER.Gt _3..dr too, / \ 1 -
A CALCULALD POINT'III
DAB.C.T GEED RECORDS -
BRAZOS COUNTY. TEXjot I AS
OPJSB.aT OMOM. PUBLIC RECORDS .
BRAZOS COUNTY, TEXAStootwootII
Li
.. - BEG/NN/NG "to,
g Dn� LOT 'I � � \ -
I�"r4rrq_*c�=e ct N/ ! � - ��j \\ �
'`,7 1, � BLOCK 3 / / r
a ) - �_
- �ieb�x.sz�pZes n°sew°n / - _t
W rlae ^qr . ..moo �`•`zr• to it /1 ` 6:0 „w � _ ! ., ( - ______'- _ J couuou AREA.. +� - -
..�f�Ply h>; +r R„qc t cry/ OTr OF°uuF SIXu,. tuu/ a m - EASEMENT ICIS
.
,y R %. / :Ntt EAsbuGT y I �,. VOL__,Pa - I
" TMIXIIMGni '---•% '-4Ci h: � • : Q \ Cq_.,l`•tJ..... VOL
pA Si I N a 1 t OPRB.aL t 6
to
It
• _ -to $ m
:R,• c eurta atAm: jl] ., _ z y 1 to 11
PICRY O r _ASEIIIP1
�:C6+t14✓1�t v1. G?r r]
too, �`xpnl• PUBLIC UTILITY EASEMENT
srAre _ _ _ ,, h
/ `"'
6 /,zoo
I3�?rJ'eAIF k1
o%11L nr�mtD Z4• OLCA,„�Ys
.. - M131
- LOT !R
PROr1ECTacott White College Station SHEET
- �_1 WFGyT
JOB NUMBER: F8W96872 - ® S H E E 1
DATE: iNft iER0D' 2D,D,0000mo - - SCOTT & WHITE HEALTHCARE 2
SCALE: =
SURVEYOR: DAVID PAUL CARR. RPLS No.3997 JACOBS ENGINEERING GROUP INC. - OF.
TECHNICIAN: A. YANQ - - - - TEXAS REGISTRAMON'-(/2965
DRAWING:
'Wm xEoimisga+ - 2705Eee Cave Road, SDite 300 - SUBDIVISION J
DESCRIPTION: N A - - -
DATE ai REVISION$ PARD CHIEF: M. BROWN, R MILLION Austin, Texas 78746 JE PLAT t
FIELDBOOKS: 457 At 468 (512) 314-311H) Fax (512) 314.3135 - -
CIS= n.,�•..,1• ,:=,-.a...,.-ter.,.,
F8W96852
UNE TABLE
LINE -
BEARING
DISTANCE
U
Nl6'48'i9'E
7281'
- L2
N67.49'42'W
59.02'
l3
512 O'16Y1
73.65'
L4
S50.49'321V
287,BS
L5,to
N86�TO51Y
64,115 '
L6
SB6 7'OS-E
SION
L7
N0332'S5•E
3.57'
19
NSOY9' 'E
174.49,
19
N3910'28"W
90.00•
L10
S3910.2B'
90,00'
L11
N5049'32'E
1 3.34•
lt0000m00000
2
N2210'IB-E
73.65'
' CURVE
TABLE
CURVE'
DELTA
'RAO6IS
lP1IG1H
LHORD BEARING
CHORD
CI
131524•
56
30.73'
! 01037'
13a 3'
C2
J 0
10.00'
1 .45'
SIB'S1' 7`
1.66'
a3
I574 ' 0"
115.001
316.540
N2M119' 1'E
25.660 -
C4
54.45.56'
1500'
14.3'
SISY47' 8'W
13.001
C5
9013'39a'
15.0(r
162'
50317'ST.W
21.26'
f5
33 '30•
° 000'
1J2
N35D2'4M1'W
1J2.05'
4045'
4 T'7'
t
CB
3DU'1 '
SABOT
779.15'
S' 7-W
C671018'
751.526
C9
-9 '0 *
SOU'
39. 7'
35.36'
CIO
839'IC
00'
265.051
S36 'S5' !
6230•
CIt
4716.37'
S76.00'
47a33'
H 711414'
457.10'
C12
90 '06-.
.CO'
39,27'
S41 TO '
35.36'
C73
.90Txt'00'
S00'
39 r
5 '55'w
9. 6•
CtF
171e37'
630.00'
519.84'
N2 1'l4'E
505.2 '
C15
'GO'
?SW
- 9.27'
05' 9'J Yl
35.36'
CI6
90.00'00'
25.00'-
39 7'
N8410'28.11
3S '
C17"
2839't "
470tGO'
35.0 '
S36 9'STW
232.614
Ci8
0 ,w
v .00'
39 7'
S72.49'42•
35.36'
C19
5421018 '
760.
7 0.99'
S 3•` •39•w
694. 6'
C20
869.5'29'
5.001
3755'
Ni4.46'1
4.130
C21
1 35.0 '
OV
1 854'
NJSDC00-W
18. 6'
C22
9.4Y49"
15.00•4
:4U'
N 43' 6-r!
1. 6'
C21
a3 7'
1 SV
1
- "6'
C24
123VS4200
115.0°'
247.09' -
5 635'23•W
I 202'1'
C25
W13'
10
17A5
NS e'26-
11.66'
C26.
1315' 4'
SOS00'
i 116.64'
H1010.37`-
n6.5B'
C27
203 '47'
50.00'
1 .0 '
C29
6D ' 1'
955.030 I
1023]'
S6230'43"W
10221T
C30
3' '10'
9
54 88'
]G3 '07"w I
546.85
✓ f U va y L
SCOTT & WHITE MEMORIAL
HOSPITAL
Q- SCOTT, SHERWOOD AND
BRINDLEY FOUNDATIONS H
LANE TURN LANE SHLD SCOTT & WHITE HOSPITAL
COLLEGE STATION, TX
' . MATCH EXISTING mNA1NsrREE7
-- '- "I", " -' — — - - FORT WORTH, TOGAS T8102
_ J G
-. 2" MILL 2 HMA (TY C) .BACKFILL PAVEMENT
& FILL EDGE (TY 8)
15.3, -
- 2.1 HMA (TY `" - _ -
16
1Q', FLEX BASE -
TYEGR- 4, OCST. -'
PRIME (MC-30) OR AE-P
- i6.7' .
6" LT
S
F
F
STA 101+44.05, 11.09' RT
E BEGIN REFL PAV MRK TY I NAN- - - - nuumr0x aavmox fuTe E
(W) (8")(SLD3 AND REFL PAW - - --- STA 104+13.10, 10.35' FIT
MRKR TY II- C-R 0 10' C-C _ END REFL PAV MRK TY I _, - ioMmwovrut 4v 6
- ' (W)•(8")(SLD) AND REFL PAV _
MRKR TY I L-C-R. a t 0' C-C - - .. • - - _
-- - -- - - - - - _ R6-iR
so
- ..
STA 100+44.05, 14.96' RT IN x nx
BEGIN REFL PAV. MRK TY I - EXISTING EDP - - - -
(W) (4") (SLD) ... _ - ••g' _ BL NBFR •: • _
• -. •- -r -• • • • • - - - - -- -• - - - 113' 24' m
N
19" W STA 103 74, 02, 1 t. 33' RT— w p
___ _________r________.._________�____—...____ __r ___
>.1OO+00 .. - REFL PAV MRK TY I - - — R 3, 105+00
14' (W)(ARROW)
�_ - -_.- STA 104+51.05, 15.40' RT
Je._sa;777
'._-3'�-r.-.xa=,i- :4a _-e�-�i�•+,..: a^. i ... •p'�+*• e� z ter_ ..s+• _ NN, 4N _
-_"�_• uc �'S'• ,-+4 _ y._�. .:r . x -� _T x.-?.a-, .r, Ste??�-.-�• 1: -x `"7,u ..�•r';:,a,• ., <
— • -� ..�--".. •` � ,� ,,;u �-��b.:��,t�•."- END RAF PAV MRK TY_ I
EXISTING EOP—f (W)REFL A4 ) SSLDY
,. - -- ..��p(W) (24")tSLD).i _I
STA 100+44-05, 14.96' RT , 29.09'.RT-Nss INSET A 4.. - - - l4„`. R 30' R1.
1-I -
MATCH EXISTING PVMT END TAPER 1
BEGIN TAPER _ 16'
STA 103+29. 06 11 -
.. _,'. f IN wN._ NNI.-_ ; 29. 28' RT R 45' - . _ 4'
N IN
POWER LINE - I. - - - - - - - - - - - j,
'' - -
Nlh
C FENCE R. O. W.� \ REFL PAV MRK TY 1 _ J C
(W) (8") (SLD) 4• /
IN I Is
.. POWER LINE... -
.. _. STA 104+21.00,1 0.30RT
R 9' - BEGIN REFL RAV MRK TY I
STA 103+74.010 70.30\T W :: (W) (4") (SLpi
END REFL PAV MRK TY I .Y
(W) (4-) (SLD) J- MPtoc
INSTALL 7Y 2 47 FC-FC f=;
Milan
OFF
W SCOTT & WHITE MEMORIAL
W HOSPITAL
E--
H
1 0 3+ 0 0 1 0 5+ 0 0 ® ® BR NDLEY FOUNDATIONS H
BL NBFR
an -a, "'- --:....axis.'. . •.�±. =,e"" �, r: v - ..i'� - rs ..,r a, . { _ a.. �,-t `� t �4: ,. `..�
�r.7. ;��� . �. t � 3 � .� _ � .� x � SCOTT &WHITE HOSPITAL
'��sr. � `ay � � .:a
.-' ' ...F ----r- IF - � ....FFm, � � .. �.a��- .K-�..:�:.€�xn«- .:a.. ns�Y�,. _' „''� �"� '�:' -.... _ - -
r IF�.__ __ COLLEGE STATION; TX
IN
- -. - 77T MAIN STREET
FORT WORTH: TEXAS 76102 -
G G
STA 103+59.429 62..00' RT
SET (TY I I) (24 IN) EXISTING R.O.W.
(RCP) (6u 1) (P)
F----- —_-__ __ _ _ _- ---- —___— — — ___ __ __—_-----___ --- - — —_.l _____ F
�� j
STA 1 04+37. 209 620 001 RT
SET (TY I l) (24 IN)
(RCP) (60 1) (P)
E STA 1 0 3+ 9 8 24 1 RCP = X 78 195Dm FOR RENSIDN am E
H & H DESIGN DATA ;COR DD 9D9METTAL 11=00
D. A. o A-2 PROPOSED R. O. W
D. A.: 2e 95 AC
QIoYR= 7° 93 CFS
OUTLET VELOCITY10YR = 50 37 _FPS
p Q1 ooyFF 1 3 e 54 C F S
OUTLET VELOC I TY1ooYa= 6. 13 FPS STA 3 t g 8 p
YJ�E IN iEtt
To 1'•1'
e t j
# E f I
289
MONOSSON
i i i i i i i Te.tIG632H7
1 ! , 288
ivfv2o,o
288 ; - - --- --- _--- - - -----
3 _ _ f _ _ � i 55 FOR NIDsI REVEL
.._. _t._ _ RD NOi NIF10F0
FOR D3WRrn0K
j 3 SET (TY I I C24 IN) i - iSET (TY -I I) (4 IN) €WOK OR MW
i
1 (RCP) (60 `1) (P) 287'
287 - ` --! (RCP) (Fio 1)�(P)---�- --- - -- - - - --_-__-=---=--- -- --- ----- _-----
i
{ ,�� 6', H WI OYR -: 2 8 4 lb
F _ .. _
i .._ _ - -
:
,,. _ }._. .' � _ - _ 286
286 ; . -_ _ 28 --- -- --- --- ----
-... _.. _. : T ---- .« _ - - KEY PLAN:
_�_
: t
7
:
HWD 5° 17
285
TW-ozR_.. i = ! i E i — _ _ _ 285_
282 98 - - --- ' - --- - --- - -- ----;---- - - _------- ---- - - - - -
B I TWIooYR 253. 13 284 B
284 I ---------- - - - -- — --- --- —
------ - --- ----—= —�-- — — - - -- --=— 24 ------ -- --
— 0/° — t
11 RCP X 8
=—
i
INO z
S 0.5�0% ! E _
283 ; 1 ; i , 3 ► - -- ` -- -- ---- - --
283
CULVERT ANE 3 0% 282 STA 103+98
282 - --- -- -- --- `---- - --- ------
----'—---T------._�._--`—.----'—=— —_`.-- `-- -- — — #------- — -- ----- -- — — — - PEDJECTNIIMDER
i f ,
' F L= 2 8 2 .= 5 8 F L= 2 8 2 7 ; F6W9S8S2 A
A 2 1 ORAYANG NDM9E
281 --- -- - - t -- -- ----- ------
t I { PRINTDATE
DECEMBER 10, 2010
10 9 8 7 t 6 5 4 3 2 1
TYPE "Go' EXPANSION EXISTING CURB & GUTTER i KEEP 6" RISE TO
JOINT. ELEV.+ TO BE :REMOVED E TYPE "E" EXPANSION
TIC ELEV.=3'v MATCH E OF PROPERTY LINE: , CURB RETURN RADIUS +2'
JOINT. ELEV.+
I TIC ELEV.=3" W
KEEP 6•' RISE TO EXISTING GUTTER 2 � a CURB RETURN RADIUS r-6"
MATCH FL OF PROPERTY LINE or EXISTING PVMT. '�1II j �r
EXISTING GUTTER i �r 4 z ? ACCESSIBLE ROUTE (4 MIN.)
2 - MIA, m (OPTIONAL)
EXISTING 4.. ° v
TE NOTE 3.
_ _ 3.. RISE NOTE 3.ADD Am b
PVMT. F EXISTING BASE
'- MIN DRIVEWAY APRON SHALL BE 4"
(28-DAY CONCRETE STRENGTH
3" RISE DRIVEWAY APRON SHALL BE 4" DEFORMED TIE BAR =3000 psi) W/ 4 BARS Q 18" t'I44
EXISTING MIN (28-DAY CONCRETE STRENGTH #4 X 18" O.C. O.0 E.W. ASPHALT APRONS W/O TYPE •'D•' LONGITUDINAL
BASE =3000 psi) W/#4 BARS Q i8" FOR TIE TO CONCRETE CURB AND GUTTER SHALL BE JOINT
ALLOWEDON OPEN DITCHED
DEFORMED TIE BAR CURB A ASPHALT APRONS E TO CONCRETE PAVEMENT STREET SECTIONS ONLY. SECTIONr] A
*4 x 18" O.C. FOR TIE CURB ANC? CUTTER SHALL BE ONLY
TO CONCRETE TO STREET SECTIiONS DITCHED SECTIONAA
CONCRETE PAVEMENT SLOPING AWAY FROM INTERSECTION
CURB RETURN RADIUS + 2'
o? CURB RETURN RADIUS t'-6"
z ACCESSIBLE ROUTE (4' MIN.)
p � (OPTtONAL> -�{
a�
NOTE 3 �TE
*3 NOTE 3
G`
LONGITUDINAL t `/i'
JOINT
SECTIONAA
SLOPING TOWARD INTERSECTION
ONLY. :
SECTIONAA--SIDE STREET WIDTH
WITHLAYD0TIUN CURB111111111 Ile
A TYPE .,G., EXPANSION JOINT
PROPERTY LINE 6" THICK CONCRETE (-�
t28 DAY STRENGTH=3500 PSI) "MAINTAIN 2% MAX
NOTES RAMPS ONLY WHEN _ _ W/*4 BARS AT 18" 0 C E W. N► POINT. OF CROSS SLOPE
THE LONGITUDINAL SLOPE IS W/6" LSSB TO 2' BEYOND B.O.C. CURVATURE
GREATER THAN Y20 DOWEL INTO EXISTING SIDEWALK
(VARIES) W/ 4 BARS Q IS" Q.C.
RAMPS\SHALL COMPLY WITH BACK OF CURB
TAS REOUIREMENTS RETURN CURB TO HAVE
A ROLL FACE DIMINISHING EXPANSION JT. & t 25' RAD. (MIN.)
44 (_(_I+( AT RADIUS POINT SMOOTH DOWEL BAR. I
x i TYPE ..D..
SIDEWALK c� y. a t/2"Qj X 16". WITH /�
14 F+[— Ht f CAP Q 12" O.C. ( I / LONGITUDINAL
5' R. (MIND) BACK OF CURB (COATED WIHEAVY GREASE) JOINT ACCESSIBLE RAMP
** (SEE RAMP DETAIL)
ACCESSIBLE ROUTEAD
-
NEAT SAW CUT NEAT NEAT SAW CUT -------- - - - - - -
i
SAW CUT A t' 1 POINT OF
t
TANGENCY
MAINTAIN 2/. MAX CROSS
TYPE "G EXPANSION JOINT EXISTING CURB &GUTTER TO • • —► b • _ - —' ' . • —r '— "' — • ' • —� - ' — ' • • —'
SLOPE. S' MX WIDTH. BE REMOVED. REPLACE STREET
SURFACING AS NEEDED.
�"% EXPANSION JOINT (TYP.)
* EXISTING -SIDEWALKS, (A MIN. j TSSRE�T L� A SEAL W/APPROVED
OF 4`BEHIND HACK OF CURB), RESIDENTIAL `� DR�%11'WAY EXPANSION JOINT MATERIAL
MAY REMAIN IN PLACE
OTHERWISE SIDEWALK MUST TYPICAL STREET CONCRETE APRON
BE REMOVES
ST2-00 ST2-01.
w a
W
two
W - _ A
a � TYPE "0" EXPANSION JOINT.
v QRIVEWAY _ TYPE "G" EXPANSION JOINT
L /-S40PPER�t MIN. EXISTING CURB & ELEV.-T/C ELEV.+3"
GUTTER TO BE KEEP fi" RISE TO I PROPERTY - LINE
...REMOVED PROPERTY LINE AMID
t=yzaaaaaaaa APPROX. 12" __ _ . wom,_
- DRIVEWAY VARIES WIDTH EXISTING GUTTTER
i
DRAINAGE CULVERT 1 r3� I FIE
VARIES
(MIN. 18" DIA. RCP PIPE) EXISTING PVMT. I 6.• *MAINTAIN 2% MAX I RETURN CURB TO HAVE
i E CROSS SLOPE A ROLL FACE DIMINISHING
A -- -- - AT RADIUS POINT,
SECTIONA A PROPERTY I TYPE "0" AMBULATORY RAMP
LINES" R�iSE I REMOVE CURB
NOTE- - - - �— ' — EXISTING SASE MIN. 25' MIND R, LONGITUUINAL SLOPE t:12 MAX,
DRIVEWAY APRON SHALL BE THRU RAMP I JOINT
t.'LENGTH OF DRAINAGE PIPE FOR -- -' DEFORMED TIE BAR 6" (28-DAY CONCRETE
RESIDENTIAL DRIVES IS 36' MAX *4 x 18" O.C. STRENGTH 3000 psi) W/*4 - - - - - - - - - - - - - - - - - - - - -
& 20' MIN. EDGE PVMT. FOR TYING NEW BARS Q 18" O.C.E.W. ASPHALT SIDEWALK =J * a
DRAINAGE CONCRETE TO EXISTING APRONS W/O CURB & GUTTER
2. ALL DRIVEWAY PIPES WITHIN CULVERT — — — — — — — — - — _ — — — —�— — — — — — — —
ROW MUST HAVE CONCRETE CONCRETE PAVEMENT SHALL BE ALLOWED ON OPEN NEAT I NEAT..
SLOPED ENO SECTIONS STREET ONLY ONL DITCHED STREET SECTIONS — SAW (UT
SAW CUT
(6:1 SLOPE) OR APPROVED A
EQUAL. SECTIONA-A
FYP1C1 1L DRY T 7-,T WAY ENTRANCE -�j A � V Cr �P� TYPE "G" i� NEAT EXISTING CURB & GUTTER TO
WITHjj � j1 V('j��" �VTV'� j j j�Cl� J,`.� EXPANSION JOINT SAW CUT BE REMOVED -REPLACE STREET
Y V 1T C1 lJ U L V ERT SURFACING AS NEEDED
COMMERCIAL DRIVEWAY
ST2-02 ST2-03
Ct1�' of
DATE: 01.01.09
SCALE' N T S
,waaovEo;W.P.K_
FIGURE
2
SHEET 2 OF
TYPE "G" EXPANSION EXISTING CURB & GUTTER KEEP 6" RISE TO TYPE "G" EXPANSION
JOINT. ELEV.+ TO BE REMOVED F PROPERTY LINE, CURB RETURN RADIUS +2'
TIC ELEV,=3" MATCH E OF ( JOINT, ELEV_+
KEEP 6" RISE TO EXISTING GUTTER �I I T/C ELEV_=3" � 0:CURB RETURN RADIUS i'-6"
MATCH OF
PROPERTY LINE a EXISTING PVMT. �+ I i o f
EXISTING GUTTER 4.. '- a ACCESSIBLE ROUTE (4' MIN.)
2, _ _ _ _ _ p (OPTIONAL)
EXISTING 4" ��_ _I a►+g3rE rE 3.
PVMT. 3" RISE eiorEEE 35 6'
ffi'm- - EXISTING BASE MIN DRIVEWAY APRON. SHALL BE'4
(28-DAY. CONCRETE STRENGTH
3" RISE DRIVEWAY APRON SHALL BE 4 11 DEFORMED TIE BAR =3000 . A W/#4 BARS G 18"
EXISTING MIN (28 DAY CONCRETE STRENGTH #4 X i8" O.C. O.C.E.W. ASPHALT APRONS W/0 TYPE "0" LONGITUDINAL
CURB AND GUTTER SHALL BE JOINT
BASE =3000 psi) W/#4 BARS Q 1890 FOR TIE 70 CONCRETE
O.C.E.W. ASPHALT APRONS W/0 TO CONCRETE PAVEMENT ALLOWEDON
ONLYEO
DEFORMED TIE BAR CURB AND GUTTER SHALL BE ONLY SECTIONA A
#4 x 18" O.C. FOR TIE ALLOWEOON OPEN DITCHED
TO CONCRETE TO STREET SECTIONS ONLY. `��CTZO�T A 13 SLOPING AWAY FROM INTERSECTION
I
CURB RETURN RADIUS + 2' t
o? CURB .RETURN RADIUS m6fa
F- a ACCESSIBLE ROUTE (4' MIN.) �+ _
a ? (OPTIONAL) omom
C
v w i
NOTE IIII NOTE 3 m I
LONGITUDINAL
JOINT
SECTIOAT A �3
SLOPING TOWARD INTERSECTION
CONCRETE PAVEMENT
ONLY.
�E---SIDE STREET WIDTH
-
SECTIO A ,A
T/f/7THL4 YDO TTj11-r CbWB pI i A TYPE .,G.. EXPANSION JOINT
PROPERTY LINE 6" THICK CONCRETE [ Y MAINTAIN 27 MAX
(28 DAY STRENGTH = 3500 PSI) A POINT OF CROSS SLOPE-,
NOTE: RAMPS ONLY WHEN _____ W/#4 BARS AT 18" O.C.E.W. y
THESOP IS — - W/6'• LSSB TO 2' BEYOND B.O.C. CURVATURE
. L E DOWEL INTO EXISTING SIDEWALK .
GREATER THAN 1:20 (VARIES) W/#4 BARS 0 18" O.C.
RAMPS SHALL COMPLY WITH BACK OF CURB
TAS REQUIREMENTS RETURN CURB TO HAVE 1
A ROLL FACE DIMINISHING I 254 RAO: (MIN.) ' w
EXPANSION JT. &
i-i H I+I AT RADIUS POINT SMOOTH DOWEL BAR.
SIDEWALK x a t/2000 X 16 WITH I TYPE DIN
i-i H (-H�i-I (:AP Q 12" O.C. I LONJOWOTINAL ACCESSIBLE RAMP ��
5' R, (MIN,) BACK OF CURB (COATED W/HEAVY GREASE) �/ (SEE RAMP DETAIL) w -
j
ACCESSIBLE ROUTE I•_�
NEAT SAW CUT SANEAT W CUT /!I �I {�- 1' NEAT SAW CUT i r� Z�
POINT OF
TANGENCY C�
r TYPE carom EXPANSION JOINT EXISTING CURB &GUT TER TO • • —+ - - — - —+- _ _ .. -y .- _ _ . — — ► - - - — • • • —. �.•�
MAINTAIN 2z MAX CROSS
SLOPE. `5' MIN, WIDTH. 8E REMOVED. REPLACE STREET
i
SURFACING AS NEEDED. tLowk EXPANSION JOINT (TYP.) L
EXISTING SIDEWALKS. (A MIN. j �j Y �SZREE (� SEAL W/APPROVED -�
OF 4` BEHIND BACK OF CURB), RESIDENTIAL DRIVEWAY EXPANSION JOINT MATERIAL
MAY REMAIN IN PLACE
OTHERWISE SIDEWALK MUST E-"t
BE REMOVED. TYPICAL STREET CONCRETE APRON ST2-01 ` coon I
ST2-00
j
z
W W _ _ AA
> TYPE "D" EXPANSION JOINT. f1
'- � ORtVE`KAY TYPE '•G EXPANSION JOINT
�' v SLOPE VARj jpN: EXISTING CURB & ELEV.=T/C ELEV.+3' _
4•• PER F GUTTER TO BE KEEP "a RISE TO I ` PROPERTY LINE y j
i APPROX. 12' REMOVED PROPERTY LINE — _
DRIVEWAY WIDTH EXISTING GUTTER I I J I
VARIES 3. I VARIES �
DRAINAGE CULVERT I J i
EXISTING PVMT, t MAINTAIN 2%' MAX RETURN CURB TO HAVE
(MIN. 18" DIA. RCP PIPE) I 6., CROSS SLOPE A ROLL FACE DIMINISHING
A I
AT RADIUS POINT.
___
SECTIOIVAA PROPERTY r I TYPE "0" AMBULATORY RAMP
LINE �3 a R REMOVE CURB LONGITUDINAL SLOPE 1:12 MAX,
NOTE: - - �— - - EXISTING BASE MIN. 25' MIN. R. I i
DRIVEWAY APRON SHALL BE THRU RAMP i JOINT
L LENGTH OF DRAINAGE PIPE FOR '- -- DEFORMED TIE BAR 6" (28 DAY CONCRETE
RESIDENTIAL DRIVES IS 36' MAX *4 X 18" O.C. STRENGTH 3000 psi) W/ 4 i TI - - - -
& RESIDENTIAL
MIN, EDGE PVMT. FOR TYING NEW BARS 0 18" O.C.E.W. ASPHALT SIDEWALK -
DRAINACE APRONS W/O CURB & GUTTER
CULVERT CONCRETE TO EXISTING------------�'-'---------
2. ALL DRIVEWAY PIPES WITHIN CONCRETE PAVEMENT SHALL BE ALLOWED ON `OPEN NEAT I NEATgg
Cn�t OF Bi I
ROW MUST HAVE CONCRETE ONLY DITCHED STREET SECTIONS i SAW CUT
STREET SAW CUT _ /1- - /
SLOPED END SECTIONS ONLY. ��� ��� - - -
(6:1 SLOPE) OR APPROVED A ��-�f�-G�DRAW�
EQUAL. SECTIONAA DATE2 s,r:c.L.0
09
TYPE "Got A NEAT EXISTING CURB & GUTTER TO SAot• T S
1CAL DRIVEWAYENTRANCE EXPANSION JOINT SAW CUT BE REMOVED - REPLACE STREET SCALE! N T S
SURFACING .AS NEEDED "(o:wpx.
WITH CULVERT FIGURE:
COMMERCIAL DRIVEWAY ST2-0
3 a I r /Q9
ST2-02 total SHEET 2 Ot 4
L 1
O
o i
SCOTT & WHITE MEMOR }
HOSPITAL l
B L N B F R : SGOTT. SHERYJOOD AND
BRiNDLEY FOUNDATIONS H
-----,------- ---- -- — - ---- SCOTT & WHITE HOSPITAL
---- 96+00
----------------- - COLLEGE STATION, TX
H
24 RCP X 30'
FFOO{ TWOMMN RH,' O(AS T8102
R 25 G
STA 96+645 707 39. 00 RT I
R 25' _ 1
SET (TY I I) (24 IN)
(RCP) the 1) (P)0' RT STA 96+35.209 39.0
SET (TY I I) (24 IN)
I
_
E
ii
_. .. iRtltilGTII( 1
II
1
STA 96+50
E H&H DESIGN DATA
D. A. e . A - 3
D. A. a 3e 76 `AC p
QIOYR.- 9. 55 CFS 6, 37 . FPS DRIVEWAY TO LIFT STATION S T A g 6 + cJ =<
OUTLET VELOCITY10YR
Q,OOYR— 16.3.5 CFS
p - 7.38 FPS _
OUTLET VELOCITY,OOYR- 286
_. 285
286 -...
285 - -. - . - 284
-- -- HWIOYR= 281 0 71
SET (TY I I) (24 IN) HV1�iOOYe 282. 48 283
284 SET (TY II) (24 IN) (RCP) (60 1) (P)
(RCP) (6n1) tP) I)e,�
282
283 �`= y
f if1'a4 R MRRTIM .
ST{ sizsz - � B
"TWI0'1 280026 f 281
282 -
- T OOYR— 2800 4 3,.-,'hy 1lI�
280
B 2 81 — — - — -- -- ,r -
_ -y-" 0.30% CULVERTA-3 `
280
279 STACa-�
278
1:2
79 r
--' FL 279.83
r FL= 279.74
7 8
24 " RCP X 30' 1
SLOPE= 0.30% 4 3
2
7
10 1 9
8
:._
o
Z9896M8J oaLErLE(zLs) nd,dn 'ON 1V-1d 3f SELE-rLELLS) 0 1, - "9rL8L sere u sv L94 :SN0080131d
oOEaltnS'Pe°2leAepaeeSOLz NUMMm-1OMM08o N:I131HWUNYd SNOISIA38 J8 31b0
Noisin�asns d N:N011dN1:S30
.-.. 996Z# NOLLvWS1038-SYIC'3L'• - +Mr1�t t •VOV671➢N »B" Rq .:ON1MY80.. j0 �.J!'� '7�..g �_ j /� J� )('y j !'� 'JNI cin0219 9N1833N19N3 S000Vr 23NYA b :NYgINHJ31
_ - 3 J V O HI 1 V � H �.LI Imo/ V 1 t� _ t 1 OO s - LUK-011 SldH '8NY' l(Md 0100 :8OA3Aans -
■
,n'.on _ _
MLYI6
mtoic
ke. coseno CI
r9 �rIzrdO T, '
1S 2S
SL fit
-
f
0000y� IIIII
V S
Jot
_ to �a
.-?ry sly�a,,_
_ t / [L,'>��
or '09
1tareaSY3 Atnu. J and OWt u6 R9Pe'D
let
LHlm �..: w.ar+ / u 1 .•LF-[rp n '.Lrz" - - to
.99'9YS
} M,LO, E9C5
,B9 YSS
,W' 6
,Bl,6kiT
om
,WZZOI
M,CYpv29$
,CCZOt
, ,OD'956
,[Z, 09
6Z3
6'Ll
_G1,ZLL
D'Bs
ti ,OO GS
-,L4,9C.02
in
,9S'9tt
a,L£,DLONf
,h9'9ll
I ,CA'SOS
,hZSLfI.
OEM
,99"Il
t 3_9 AZSSIr'
,St'Lt
'pt
„.,iI,OLt
SZJ
M„fZ1SL9L6
,60'LY05tL
pZ,94Et1
yZJ
.y
,9 , Y.SON
ISO t
boom pp'S
,L . u
CLJ
.9t'!
rA,9 ,Ct. N
set
,00'St
,6f,Cf,69
ZZJ
.91 'BLI
M_00,h4SCN
,YS9t
,[I00
O,SC.t
tzz)
.u. t'SF
,91,9 t,RS,SG-Lf
,00'S
,6Z,99.99
ozo
,9� '669
M,6£, S.bpS
,66'G C
'p9L
,91,1 9S
6LJ
,9CSC
,ZY,6Y. CS
,L '6C
,°° c
,OO,a40
BLJ
,tJ'ZEZ
IA,SS.6Z9C5
,SO SC
,OOVLY
,Vt,fiE9L.
LIJ
,SK3C
M.82AL/BN
,G 6C
.,00`sL
,OOp406
gIJ
.9: SC
M,Zf,bY.SO
,Lc 6 -
,00'Sc
,00,0 0
SLJ
2b'SOS
3.Yl,l ry
,h9'6tS
,OD'D£9
,Lt,9LLh
ylJ-
9['s£
rA,55,LE9Y5
'6C
X 52
,00,0406'
ClJ
,S£"S[
,50, lY5
,LZ'6E
-,00'S
_00, O6
ZIJ
0:1'LSY
3,t1,114 N
,CCVL7
,09,'9LS
,Lf,94Lt
tt0
0^, 92
M,SS,6L9CS
,90'9s
WDICS .
,t1,6ER
013
N.OL49N
,4L'6C
,0o'S
O6
6J
..9'tSL
M,G ,S
,SI'5u.
IIIA M
:,Lh,e4
pJ
,9,t'9
'OY
,OO'Sc
,Sm' CL
M,Vt,Z4SfN-
,9CZC'
,wvr,
,OC, EC
9J
,9Z"
M'.Moll.00'o
,Z9'£Z
oo"ooAO'S{
,0006E,CL06
SJ
t
M,9C,Lt.S
,t L.L
,00'SL
ass ,SY.YS
to
,99"sLZ
3.t 06LVZN
, :91c
,00'SL
,0 , Y.L51
CJ
,9911
3.L1,1S.91S
,SV' t
ADO'
,£1,p _
ZJ.
.0 'Ott
,LCALOLN
,CL'WL
9S
,tZ,SLE
IJ
ONOID
DNIaY3e 0a0g1
HLON31
snlavd,
VrUa
3AZIM
31eY1 3AanJ
I . � - u, at n "cat
A u /
q 1 _tro•aa'd'o 1 1 '" / t�aord il.
.wu� _ m to bt- ',y ..yuy�ryb. - j_� li�nw■
1 tN3rasv3 t-, _ - 1 .a c; / zvnt •,manz 3nxo n xfu..' +,i'= i ar b ' - -■s:nm e
1 V38Y NonnoJ / 4 / 3L R .. tool I°O)'+:svv I 'y'L*L�."-g ,az .
a - _ _
fA L4 •JL � owl
7yyoo
-��
. m,;�uo 2 . ��Z` \` tiN e3'a'T may' -
411 'Jv srs ��� _ / 'I MtstaetN �a�x
•i�lllra'p 1 \\\\ - 't7 �1��'79- // / �"�� �,r4f0��� L 10-? n£�.�,' i-of4- . �mxm�3s... -
3,eY,L4195
gyl
ALZY
3,9Y,2£,9L5
1
.CL'eC
301E,LLSLS
9Yl
,tL'65
3,95.ZS.L95
Sbl
- ,19'9C
3.Sf,t1655
13l
,ZO'9F
3,60,9S.L55
fY7
Ub,65.Bb5
Ztl
,I6'S4
3s $10.Lts
.lYl
,LL'Y9
M,6l,LSizel
UI'l
A9 t£Ot
M,pp,'L2CN
6E7
.59'EZZ
IA,5t,9LYFN
e£'t
.6B'lZZ
M,61,9 hEN
LCl
,CL'OCOL
1A,00,lLLFN
9CI
,tE'99
M,61,Z5.{ZN
SEl
,9Y'ZZ
M.9I,9S.045
,29'S
M,9Y,9 OYs
ErI
LTl
99
M,6l,ZS.IZN
ZC-1
S9
-M,6t.ZS.IZN
tit
,4B'ZZ
3.Sp,6Y�YN
Of't
,6l'6ZY
M,61,LS.ILN
BLl
.SZ'll
350,66.OYN
LZi
,6SC2f
n.5 L,L5.tZN
9Zl
,CO'LS'l
-3,LY,LE995
SLl
.Bb"6L9
�9Z',gZZYN
.00'ZY
MS5.9b1Y5
Ezi
£Ll
,DO'S91
IA,SS,94.IYS
ZZl
6F,YS99Nin
,00'OS2
M-IZLY11N
6tl
,00'Sb
3,6Z,8LZYN
Btl
Al'llt
M,tC,H.LtN
LLI
,01'49
M.f0,f4CZN
9Ll
,ZS"6t
3.OZ,{EOZN
atl
. BZL
M,6t,gb.9ts
RI
,9C96
M,Zf,6Y.L9N
£Ll
,59'£G
3,9LGLZZN
£ }.
3,ZE,64ASN
IN
111
,OD'O6
,9Z,DI:6C$
Otl
,ODbG
M-BZAL6FN
61
in
1ST
9,SS,ZEfON
Ll
.f0"'6
-S01L9B5
91
,SY. Y9
M.SD1759H
Sl
,L9'G9L
At,ZC66A55
tl
,S9TL
M-9',0 LLS
Cl
,ZO 6S
A1,Lh,6t,M
Zl ,
4nZG
3_fi1,B4.9IN
tl
3JNYt-I0
DNIaY39
3Nf1
37 1 3Nn
H+ � 2961 . Y - WtuJvi' Uaamts)
13s dvJ lu'x �a NOaI
\\ w:'to'sC ,� °g/ om�t�•Y„ ' 3o.tNlod' �
�. iN3lyd;v3�n�nDnena t- \\ L 10l nll ���� �nrniom ,��•,,,.�!" (a3toNsvao)
\ �` L7q '6LZs� `` " xY:� clan ;069i i Tom..-. - ONTO! poll Neal -Z/L
t gtsi " , (mom SO -
\ / / / / - - •B6 }FC N ` t; t i i ONnUL4 3d1d Will
zv (amoN sv
r Keaae. _ mdANtS) ONnod dv3 Kim poll NYtel 6
/guff „»' Danod
i' ¢. _� m3rvnwei r 3d1 ro'exL •
1 .. i\\ / / '•\, 1 / ` - \\ , t 3 -i .+i m,¢m°"' 0-•1 6N3031
_ i \ \ i '� 'pa��0 'fool • i 'ti�b i 1 1 \ 3ny.or� _..� ( " OCR
a
\ \ �i �i trmrmva ss:=)f onena/ C / 1 1 j ) C' .
\ \\ \ \ ���� ��' / i sio 1 1 ° i i; 54
ssz Vd '6ret 70n
\ \\\ i / �a s -. i 1 �ij I 'o r 'DNl Sf1�C3W1^s3M7 N3IXtt'NL9M •,V
as
It
\ \ \ \ \ \ . �i , �g 1 / - 1.I - a ' roll m ass zla■
���� ��s 1 I e'sx l # (a 2�ebdo AYNmLmsl L a 3Ya
r6e'od LOOS '70n - i \ \ a ( 1 a soz 'od '9056 70q
ft
a17 a'3733NM 'OP/ \ \ \ \ i ���"'� - taaa do 1 I n <az II 9 w %�1 37Y)d13N8MY -
7Y 9P'l9 \ \ \ \ i� _ _ �r----tp�. 1 1 �ri":k - poi` a - ?4 - 3tU1rHd XJOX Z 107
DGrm v3 ss30JY Jnend"f L.,.'2� � it r I o a _0 •firew t =79'1 1.07
- ttoLt: i I 1 r- 1"J'67l'Q
.Lt i�.i \ - f / - I _ I • ni Lril,ra l>uum 0d '09�;Z 70A
\ LYli 9L1 Ne D sc a s / :rdlt bd
1 t
v 1Y�id F9d
- m .a61¢ wJ l ; I z " All;
ml - s,pnaw A„Il" r 081V SVZVTd
Z.1HS H01dW ; ` - 9 AYMFi91H 31Y15
4 1HSL� n �t�� 1 / i 1 9 LE ,LYN 6,l ,9ZZL0' -.Mk ol'Of!
H01 V YY .fF' �.Ll N - \ - - - . - - - - 3Nf1 A31at5 tOaddY -II-I -F---- - - ,£6l M.Sl.6rZSN - MYLS
.[G \ , \ - 1 I -- - - I - - - - .xzse i,� - - -oat sus ! 1st 1 ti I ! rl�� o u ua
\ \ - - 1 / .. �/ (. I ' ♦♦ , -' arm Lo wis -z0aadv Is - _ o
.. . _. �\ 1 : • \ - l I / i s i . �''1!1ri ac \nmevo' f J tGSta o - m Hoxrnn `� H00 l 78 'Y.pX3iYlY0J
71tn°z -us �? e 107
4 x sa/rrm t )
1NFaUeI0WI ,P cy a sno
1 1 . ! i I , sM1nar H2 Sat
e s a aLl 1 l iy ! I j ll a vommx�` x ew ill
r :r-ate
-''iP'.q� 110
'Jv s9n1. I i a9sJ � lrilasox 6
w+xrra�wuxc 4 -. • L loll. 1 1 �Y ME / / \\ 1 t - I z I i i>areo : ' 'JY Wit g Y 107 -
1 1 L 101 1 ! \ / vta A lr L 101 �A
- � '1'9'ey-0 S ' I 1 • - t 1 �c �� i \\ �------
t SZD
ztz 4Dd 'crest 70A 941 d I >JI t ) l IQM� te6£-o' 'I�R ' \� II
arrrMox NKrue .cauad 0� 1 \
hV 6L49Z ODt3NJs
8 Goa og) Y 1 1 1 Edy�� a}�v ze'6E-li i li't \\ MIMS olEdvao
'till' s�sAtId znia.''Iii.L\to - 67 ;' .i i &a�aj,`�'�-d, �.- - 11.Z1- 0, i`�-��L 9LJ\\
3'n'd`A1l s' t % - Nod Im st ,ci7a9filrD m rn
4 4I 1 1 ,w r _`_ I ! @t n \ \� d o ry svX31 'uNnoO-sozY_ He
1 C7 I ttmn3sY3 1 II , .Jf.- \ - ,d•,A.p - ppr,, g NMI= 303T103 30 AM3
ti 1 Way 110130103 1 � � 1 f >� - �i \ \
• m - _ _1a'6NdD - , ' p 1 tgp6- ':j, d °o op .6A90.i£-V1Z7Q OTOZ '2I3HR3AOH
a + 1 ; . I t 1Ntt r3 °A �,I cL.c49oN-eon\ P 6h o �sV''n:A�� ooT = .T : a tvOs
Sol
o ♦Al o� / ; _ ,L� V3dWY MAPIDj ' I'y-,, oo =n �•J '-q, \ . ,�^ 1
\ G a' \` 'Y' - LY sbtl
O a •� lu 1ficeffs
`E'-t- �_��_ 34� ' �i! j'f.OSL6-V1130 '\� ° ta*1
1c`t mz - °� I fill,1'DBE wQf s'S.\\°st.t''! �O
t --_9 a�
"�-i yR� °0r\ s�..♦\ fb'' 4 ' *.t�* -
'r_
1 ,90 v To \ ;:�, 999 roJd 'rZE 70A
III
♦ >'<^
J �'-� aovLs=a f 1 1 Mtw 46[ �♦\\ ss , ��'i ��o •o,\e+`S m �� )MOVM L7urM1