HomeMy WebLinkAbout03. Scott & White DP plans10 9 1 8
7 6 4r 5
H
SITE PLAN
OWNER/DEVELOPER: SCOTT & WHITE MEMORIAL .
2400 S. 31ST STREET -. FOR -
'. TEMPLE, TEXAS 76508 _
ENGINEERS JACOBS - JOEL BOCK, PE -
2705 BEE CAVE ROAD. SUITE 300
AUSTIN, TX 78746 - -
(512)314-3100 I -
^ (512)314-3135 FAx - - . " SCOTT & WHITE MEMORIAL:
V ®
SURVEYOR: Sol JACOBS DAVID,CARR, RPLS -
2705 BEE CAVE ROAD, SUITE 300 ® ® SCOTT, SHERWOOD AND
AUSTIN, TX 78746 p BRINDLEY FOUNDATIONS
(512)314-3100
. (512)314-3135 FAX ..
ARCHITECT* JACOBS - BOB A LUNDEEN, ALA
777 MAIN STREET+ FORT - - - - -
(817 WORTH, TX 76102
(817 SCOTT 8i WHITE DRIVE
735-7026 - -
(817)735-6148 FAX - - ..
COLLEGE. STATION, TX 77845
BENCHMARK DESCRIPTION AND ELEVATION
F
tHM 6161 ..
RAILROAD SPIKE SET IN POWERPOLE LOCATED ON THE SOUTH R.O,W. OF ROCK
PRAIRIE ROD, APPROX. 13W WEST OF THE INTERSECTION OF ROCK PRAIRIE RD.
AND STONE BROOK DR., APPROX. 40' SOUTH FROM THE MEDIAN ON ROCK -
'
PRAIRIE RD. '
NAVDSB ELEV.e305.08'
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 102006926404
E
X COORDINATE 3569864.911
NAVD88 ELEV, 303.66' CONVERTED FROM NGVD 1929 ELEV. 303.57'
MON 13,
."
A ALUMINUM CAP SET IN CONCRETE, STAMPED 'COLLEGE STATION MON. 1315-
.
19940
TEXAS STATE PLANE GRID COORDINATE CENTRAL ZONE (NAD-83) '
Y COORDINATE 101960056795
X COORDINATE 3572535.894
NAVD88 ELEV. 279.52' CONVERTED FROM NGVD 1929 ELEV. 279.4V
FLOODPLAIN 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, 48041CO2010, EFFECTIVE DATE FEBRUARY 9, - -
2000, FOR BRAZOS COUNTY, TEXAS. - -
THE CONTRACTOR IS SPEY:IFlCALLY CAUDONEDTHAT THE LOCATION
AND/OR ELEVATION Of IXISTING UDUDES AND SD,UC7'URES AS
SHOWN ON THESE PLANS IS RASED ON RECORDS OF VARIOUS
UDLIIY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN
THE r OR THIS INFORMATION IS NOT F SE RELIED RO AS BBNO
EXACT OR COMPLETE THE LOCATION BE OF UNDERGROUND
UTILITIECONTRA AND STRUPRIOR
TO
c TAR O CONSTRUCTIONS
IN THE THE 81' THE
CONTRACTOR PRIOR O THE START' OF CONSTRUCTION. THE
CONTRACTOR MUST CONTACT THE APPROPRIATE IJ1Y COMPANY,
LEAST 48 HOU
EXACT FIELD
L
CONSTRUCRON
PROCEEDING N
THE coNIRACT
CONFLICT WITH
PER THE APPF
ENGINEER.
10 1 9
CAUTION:
CONTRACTOR TO VERIFY All EXISTING URLDY
LOCATIONS VERTICALLY AND HOftRONTPLLY
PPoOR TO START OF CONSTRUCTION.
Know what's.b810W.
Call before you dig.
8
,VICINITY MAP
N.T-S.
SUBMITTAL DATE
FORMAL SUBMITTAL JANUARY 14, 2011
UPDATE SUBMfTTAL• MARCH 17, 2011 .
UPDATE SUBMITTAL APRIL 28, 2011
UPDATE SUBMITTAL• JUNE 2, 2011
UPDATE SUBMITTAL JUNE 13, 2011
UPDATE SUBMITTAL: " JANUARY 18, 2012 -
LEGAL DESCRIPTION.
LOT 1 BLOCK i OF -THE SCOTT & WHITE HEALTHCARE SUBDIVISION -
VOL 10179,. PG: 50 - - -
O.R.B.C.T.
2 1
SCOTT & WHITE MEMORIAL
® HOSPITAL
® SCOTT, SHERWOOD AND
BRINDLEY FOUNDATIONS
SCOTT & WHITE HOSPITAL
COLLEGE : STATION, TX
BS
TEXAS REGISTRATION #F-2966
2706 BEE CAVE ROAD, SUITE 300
AUSTIN, TEXAS 78746
MOON •MAYORAS
ARCHITECTS, INC.
. OWNER: .
SCOTT & WHITE MEMORIAL
484.238.8982 -
24003. 31ST STREET
TEMPLE,TEKAS 76508
ENGINEER:
SSSS
JOEL R. BOCK, PIES #98441
5124143100
JACOBS ENGINEERING
2705 BEE CAVE ROAD, SUITE 300 '
-AUSTIN, TEXAS 78746 "
ARCHITECT* '
SOBA.LUNOEEN,AOU
- 817-735.7026
JACOBS ENGINEERING
777 MAIN STREET -
FORT WORTH? TEXAS 76102
SCOTT &WHITE SITE -37.12 ACRES
ZONING -PDD-ORDINANCE#20103300
LEGAL DESCRIPTION: -
LOT ISLOCK4
SCOTT & WHITE HEALTHCARE SUBDIVISION
SUBMITTAL DATE:
DUNE 13,2011 -
ISSUED FOR - REVISIONAm
DATO
GENERAL REVISIONS TO CLDOC. 1 of//9R013
REVIE E Fu
PI,A CE
FEB 0 2 20 2 4 & & 4
COLLE'SiS E ER
�5rr .Al
ENGINEE ING
- E,F: * to
JOft. ii BOCK
�.................. ....A� y
AY
00
HE 1E
\ �
Alt I Kin
FEB ? =ry 42012
/ Y V �j
CONSTRUCTION
1
1/te/zolz
cLrEaAL. aL�sloas To.cualc sHEETs: c-000, c-to1, cstot, cs1o4,
CS105, C5106, CS201, CG101, CG104, CG105, CG106, CG202, W101
W704, CU705, W202, CU307, CU302, L 101, L 704, L 105, L 108
eel
-
NUMBER
REVISION
DATE
REVISION DESCRIPTION
CITY APPROVAL
DATE
CIVIL:
GOOD
COVER SHEET -
G001
FINAL PLAT - -
G002
FINAL FLAT
G003
FINAL PLAT
C•004
FINAL PLAT
G005
GENERALNOTES
G006
EXISTING CONDITIONS
C-101
EROSIOWSEDIMENTATION CONTROL PLAN
CD101.
DEMOLITION PLAN "
CS101
OVERALL SITE PLAN
C5102
SITE PLANAR '
CS103
SITEPLAN"B"
CS704
SITEPLAN"C"
CS105
SITE PLAN AD"
CS706
SITE PLANE"
CS107,SITE
PLAN "F"
C5201
OVERALL PAVING & STRIPING PLAN
CS202
.
HELIPAD LAYOUT PLANAll
CG701
OVERALL GRADING &.DRAINAGE PLAN
CG102
GRADING&DRAINAGE PLAN "A"
CG103 -
GRADING&DRAINAGE PLAN "B"
CG104
GRADING &DRAINAGE PLAN "C"
CG705
GRADING & DRAINAGE PLAN "D"
CG106
GRADING & DRAINAGE PLAN "E"
CG107
GRADING & DRAINAGE PLAN "F" -
CG201
EXISTING DRAINAGE AREA MAP
CG202
PROPOSED DRAINAGE AREA MAP
CG301
WET POND PLAN
CG302
WET POND DETAILS '
CG303
WET POND DETAILS
CU101
OVERALL UTILITY PLAN
CU102
UTILITY PLAN"A: '
CU703
UTILITY PLAN "B" -
CU104
UTILITY PLAN"C"
GU105
UTILITY PLAN"D" -
CU106
UTILITY PLAN"E" -
CU107
UTILITY PLAN"F"
CU201
PLAN & PROFILE ON•SITE WASTEWATER LINE
CU202
PLAN & PROFILE ON•STTE WASTEWATER LINE
CU307
PLAN & PROFILE ON•SD'E WATER LINE
CU302
PLAN & PROFILE OI4SITE WATER LINE
G501 -
CONSTRUCTION DETAILS -EROSION
G502
CONSTRUCTION DETAILS -EROSION
G503
CONSTRUCTION DETAILS- WATER &WASTEWATER
G504
CONSTRUCTION DETAILS- WATER &WASTEWATER
G505
CONSTRUCTION DETAILS -WATER &WASTEWATER
C-505
CONSTRUCTION DETAILS -WATER &WASTEWATER
G507
CONSTRUCTION DETAILS DRAINAGE
G508
CONSTRUCTION DETAILS DRAINAGE
C•508
Al
CONSTRUCTION DETAILS -SITE
G510
CONSTRUCTION DETAILS -SITE
G511
CONSTRUCTION DETAILS SITEottoo
G572
CONSTRUCTION DETAILS -SITE - -
LANOSCAPE:
-
L 101
Sol
OVERALL PLANTING PLAN
L 102
PLANTING PLAN "A
L103
PLANTING PLAN"B"
L 104
PLANTING PLAN "C"
L 105
PLANTING PLAN AD if
L 106
PLANTING PLAN "E"
L 107
PLANTING PLAN"F'
L 708
PLANTING SCHEDULE
L109
PLANTING DETAILS
L 770
All
PLANING NOTES & SPECIFICATIONS
L 111
PLANTING NOTES & SPECIFICATIONS
L 112
OVERALL IRRIGATION PLAN
L 773
IRRIGATION NOTES & SPECIFICATIONS
ELECTRICAL:
E001
GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
E100
ELECTRICAL -SITE iDEMO PLAN
ES101
ELECTRICAL SITE NEW PLAN
ES102
ELECTRICAL - SITE LIGHTING
ENLARGEDENLARGED PLANS
E402 -
DETAILSISECTIONS
TELECOM:
T7.00
TELECONB�IUNICATIONS SITE PLAN
ACCEPTED FOR
®�(��"�� ���� �����t✓�S.
ADEQUACY CLAUSE RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH RL.F'0!y �•
THE ENGINEER WHO PREPARED THEM. IN ACCEPTING THESE PLANS, THE CITY OF COLLEGE - - - DwAmnoTRLE
STATION MUST RELY UPON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER.
COVER SHEET
JACOBS PROJECT NUMBER T13SHSPROJECTNUMBER
JOEL R. BOCK, P.E. - F8W96852 - 11161
LICENSED PROFESSIONAL ENGINEER N0. 96441 -
JACOBS ORAVVINGNUMOER '
2705 BEE CAVE ROAD, SUITE Soo I
AUSTIN, TINS 78746. c_000. \(
.(512) 314=3100 PH. -
•l.
TRANSFORMER'.
SWITCHGFARS
OBS
)AD, SUITE 300
746
man
• �' ICI. • S • • �,� .,�pe� {/• � •,• _..-
TT WHITE MEMORIAL
1
- ~ _ ��i 1. ' I�I� � . • .� .2400 So 31ST STREET
TEXAS
: ; • IN "Fat I JOEL Re BOOK PoEa #98441
_ENGINEER:
JACOBS ENGINEERING
2705 SEE CAVE ROAD, SUITE 300
��. .I•I�I�I'•Iv � � I II I't ' . � ` �AUSTIN, TEXAS
ARCHITECIew
JACOBS ENGINEERING
M MAIN STREET
SCOTT & WHITE SITE om 37.12 ACRES
`•+I j i 7
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CROSSWALK �`-� i� g � 6 - 3s A a PROPOSED CROSSWALK. M '\ BCOTT&WHITE HEALTHCARE SUBDM810N
/ 2 REFERENCE CONSTRUCTION
REFERENCE -0ONSTRUCTION DETAILS -SITE DETAILS - SITE �� 2b / �N \ 1 . SUBMITTAL DATE:
VEGETATED DRIVE / _ 1 UNE 1T 3.2011 .
gam' / / / PROPOSED 18-INCH STORM LINE
�j`1' (PROPOSED 24-INCH STORM LINE
RAISED ISLAND ��TYP. - 6 ' 1 DATE
,00 � PROPOSED 5' CURB INLET 295' � d ` E
$ \ PROPOSED 18-INCH ISSUEDFOR REVISION STORM LINE GENERAL REVISIONsroCLINIC 1 offlu"12
9r oo \ \ d PROPOSED 10' CURB INLET 9,868.3 sf.
oP / _ _ N o0, MM h N 4a .2o sf. \ MONOLITHIC CURB (Type)
�Z\REFERENCE.CONSIRUCTION 23 PU L 701795PG. EMENT
MONOLITHIC CURB (TYPJ \\ DETAILS - SITE. 1
P a IO PROPOSED O.R. .C.T. /
P, P yi REFERENCE CONSTRUCTION rn \ o s Sb
DETAILS - SITE. \ °sue c 5' CONCRETE SIDEWALK (TYP.). / 307
190 REFERENCE CONSTRUCTION \ FIRE HYDRANT
10004 DETAILS moo SITE 10, �ry
LOT 1 BLOCK 1 / \ \ \ RAISED ISLAND p v
,� •� \ N 'o \ �#00. ACCESSIBLE- RAMP TYPE 1 _ m 0 1 // // _
V•00. ¢� m REFERENCE CONSTRUCTION N / 3p 1 D
\\ `� a ,DETAILS - SITE. \ o g6 gPol 12-INCH WATER LINE / /� q/ 1
OPG��,0SSy 2 532.09
4p N ..
' \ a / v a \.\ 0 \ \ N WASTEWATER MANHOLE sse- / ;
J\� ° \ ti o ACCESSIBLE PARKING k 1
• / / go e / m 1� a. 0' ems• \ \ \\ $ REFERENCE CONSTRUCTION DETAILS - SITE
oo°'$ PROPOSED I. ✓
�004 �� "1 RAISED ISLAND 0\\ 5 \ 'Ai� 24-INCH STORM LINE u///rj� 1 0 15' 30' 60',
MONOLITHIC CURB TYP. PROPOSED 10' CURB INLET ' / \ ry� \ REF. CONSTRUCTION
• / N \ ( ) I� RIBBON CURB (1YP.) 1
REFERENCE CONSTRUCTION / / 1 SCALE: 1"=30'
/ m DETAILS - SITE. \ I / / DETAILS - SITE.
r / \ q WASTEWATER MANHOLE 490.35 s / / 1 *�!O"t
ACCESSIBLE RAMP TYPE 1 \ ' Fy>v 10' CURB TRANSITION 1 ap<E,°F„T11T1 C
/ \ a N \ \\ �y REFERENCE CONSTRUCTION k", / �L�/ REFERENCE CONSTRUCTION *, ' :e1%
DETAILS - SrTE. / DETAILS - SITE +: * 1
�c� 0 O 8-BIKE RACKS
PROPOSED CROSSWALK �"^ /�/ �q�� REF, CONSTRUCTION / ►lwoi 9a117 ?�f
0 o REFERENCE CONSTRUCTION / 'Y
—29 °o. ���� R 00' �\ DETAILS -SITE Oo / DETAILS -SITE 1 +►►F*4!�ENa�o r�
2 " J \ �6' // Q 5' CONCRETE SIDEWALK (Type)
\ toot\\ I FIRE HYDRANT o. \ // ,tip / REFERENCE CONSTRUCTION DETAILS - SITE i KEY PL Vl:
' \ / / �. -} ACCESSIBLE RAMP TYPE 1 1 1
9• L� 1J� \ 16 / / REFERENCE CONSTRUCTION DETAILS - SITE, \ 1
PROPOSED 24-INCH STORM LINE 3•0O. / \ / ry / 10-INCH PVC LINE REFERENCE MEP PLANS \ 1
WITH PLUG.2' BOC \ \ o \ \ ��/ // WHEEL STOPS (Type) - CL�IIC j '
PROPOSED 10' CURB INLET \ \ /
N' \ 00� / r REFERENCE CONSTRUCTION DETAILS —SITE. 1
\ N a,934s1 �. / / 7 \\\ 5• \ / L ,00%/ PROPOSED 38-INCH STORM LINE B
oAAf
FIRE LANE \. 1 y 8-INCH PVC LINE 1 w'
\ ° PROPOSED 72-INCH ARIA DRAIN REFERENCE MEP PLANS 1 0
L07 1 O / / PROPOSED 30-INCH STORM LINE / /// �j os' �� \ PROPOSED 12-INCH STORM LINE \
BLOCK t N N g' poi / 7� ` //\\ - �ep PROPOSED 3'x10' Si0 \ 1 i
SCOTT & WHITE HEALTHCARE m / / / / yo Yj\ G ( JUNCTION BOX SUBDMSION a 'o $�
VOL, 10179, PG, 50 rn �a°o• e MONOLITHIC CURB (TYPJ t D' / / tiF 0 1
O,R,B,C,T. a J PROPOSED REFERENCE CONSTRUCTION \ ♦ �O 1'p['
24-INCH STORM LINE DETAILS -SITE. / /�,+�•� G+� L PR POSED 2-1 0 / "+
IR
C m /,/ �.' R3• 1 / 1I% "��� 00'� ♦ 8—INCH WASTEWATER AC ESSIBLE RA 1 DRAWING TITLE
.LY �� �������� �\�.�� ��� fL ��� L.:'_i�� ASIA :�1:.. / r ♦/1 / t ♦ D� p - RE RENCE CO 11 T n n
Icl
MATCHUNE �CS708 --.— —. - — -- -- — —, - .A"1r _�1��sr�.- �,rTTf �.— _ _ -- .-6. SITE PLAN C
- MATCHUNE — CS106
WERAL NOTES: Be 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 TD MNNTAIN A.UNIFIED APPEARANCE FEB,1 A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE (LIGHT —OF —WAY. _ U Q �� I �. JBW86852 �NUMB� 1161 PRaECTNUMSER
7. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND APPURTENANCES AS CALLED OUT ON THE 12, DMIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED
ADEQUATE BARRIERS BETWEEN ALL VEHICULAR USE AREAS AND ADJACENT LANDSCAPE AREAS, SUCH AS A W APPROVED SITE PIANO - DEVELOPMENT ORDINANCE THE LIGHT SOURCE SHAD. NOT PROJECT BELOW AN OPAQUE HOUSING AND NO A '
CONCRETE CURB ARE REQUIRED. - - - FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. nXIURES WILL BE MOUNTED IN SUCH A MANNER DRAWING NUMBER
e. MINIMUM VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS SHALT. BE Wo,,00. THAT THE PROJECTED CONE OF UGHT DOES. NOT CROSS ANY PROPERTY LINE ¢ -
REFERENCE GENERAL NOTES SHEETS FOR SITE PLAN NOTES. G V L`"� `a `•' � ; rt ► .CS 104
9. PEDESTRIAN WALKWAYS WITHIN PARKING LOT AREAS SHALL BE CLEARLY DESIGNATED USING STAMPED DYED 13, ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE UD ON THE CffYS ISOLATION VALVE. THE - ry�.j DEVELOPMENT
1p�+ T uat. �] E
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 r••/ EVEL4l PId16..� 1. l�E y ! E+
LOCKING UD. ALTERNATE LOCKABLE UDS SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES.
.CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR 10, SCOTTANDWHITE HEALTHCARE SUBDIVISION PLAT LIES WITHIN THE HARLEY WATER IMPACT FEE AREA DIRECTOR OR HIS DESIGNEE. .
SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER THAN 2S AND RUNNING SLOPES ARE NO GREATER - - -
THAN SX. L IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION, PRIOR TO it. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED, 14. BUILDING PLAT IS LOT 1 BLOCK 1 OF THE SCOTT & WHITE HEALTHCARE SUBDMSION. - - PLAT FILED,PRINTDATH
CASTING CONCRETE - SO AS NOT M BE VISIBLE FROM ANY. PUBLIC WGM-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET January 18, 2012
10 9 8 7 6 6 5 4 3 2 1
10 9 8 7 6 5 4 3 2 1
MATCHUNE - CS103 - - MATCHUNE - CS103 -
'• rrr rr rr rrrrr_rrrrrrrrrrrrrrrrr �rrrr r� �rr r rrrrrrr�r rrrrrrrrrr�rrrrrrrrrrr,rrr rrrr rrrrrrrr r_..rrrrrrrrrrr-rrrrrrrrrr r - r
a 1 BLOCK 1 / / /r - ^oo ♦\ 8-INCH WASTEWAT R LINE \ \ \� SCOTT &WHITE MEMORIAL
SCOTT & WHITE HEALTHCARE ® HOSPITAL
1 \ \ SUBDIVISION/ / ♦\ 0 5' STORM DRAIN MANHOLE \ \'
i \ VOL. 10179, PG, 50 \ _ - SCOTT, SHERWOOD AND
H z \ 0•R.B.C•T. 18-INCH RCP STORM LINE I I \ " BRINDIVEY FOUNDATIONS
LEGEND
1 i \ 4WASTEWATER MANHOLE I1 1 • \\ 23' P)SBLIC ACCESS EASEMENT �\ \ ___ PROPERTY BOUNDARY
\ I l / /VOL, 1017 C.T.G. 50 \ \ SCOTT & WHITE HOSPITAL
5' CONCRETE SIDEWALK (TYP.j. iIto \ --. EASEMENT OR SETBACK
\) REFERENCE CONSTRUCTION a 1 \ ACCESSIBLE ROUTE COLLEGE STATION, TX
LOLL
48—INCH STORM LINE / a R30.0
1 DETAILS -SITE ^� b \ \ / // \ \ CURB AND GUTTER
4'X7' STORM JUNCTION BOX / / 5^ry ^ "�" $ \\ / \ \ MONOLITHIC CURB °
MONOLITHIC CURB / �� 3 4 ♦ ♦ \ --h-- � ACCESSIBLE RAMP
I REFERENCE CONSTRUCTION y° 3 0 4 ♦♦ BOLLARD TEXAS REGISTRATION BF2966
DETAILS - SITE. ° / 1 ♦ ♦♦ \ \ / % " 2705 BEE
, TEEXAVE AS ROADS SUITE 300
1 6 n / RETAINING WALL
1 \ ACCESSIBLE RAMP TYPE 2 4i. o� ♦ ♦ ^ 6'0� // —� ® WASTEWATER LIRM SEWER NE
MOON •,MAYORAS ' G
REFERENCE CONSTRUCTION , 31 ♦ ♦"
\ PROPOSED WASTEWATER MANHOLE
1 \ DETAILS - SffE 3� ` 4
\ // „/� ARCHITECTS, INC.
♦ ♦ � QQ EXISITNG. WASTEWATER MANHOLE
1 8-INCH'WASTEWATER LINE0010
MONOLITHIC CURB �13' ♦ ✓ FlRE LANE / OHU EXISTING OVERHEAD UTILITY OWNER:.
t' o REFERENCE CONSTRUCTION - ♦ ♦ - -/ — EXISTING UTILITY POLE 484.236•BBB2
SCOTT 8 WHITE MEMORIAL -
1 r / 30s \ DETAILS —SITE. LOT 1 BLOCK 1 BLOCK 1 / WHITE HEALT"Ee FIRE HYDRANT TEMPLE, TEXAS STREET
\ 1 •/ 1 ♦♦�_' ♦ LIMIT OF LOT 3 / CO. WASTEWATER CLEAN OUT 2400 S.31ST STREET
376508
00008 �23' UBLIC AC SS EASf�M T ♦♦ ♦ \ SCOTT SU DAIS ONE WAVALENGINEER:
07 \ L. 7 ,R,B, G. 50 / / ♦ ♦ \ \ _ . _ L100 B6CsTPG. 50 _ 6124144100
K' P.E.198441. .
O.R.O.C.. 0 WATER METER
i \ \LOT. 1 378 �/ ♦i12 O WL- WATER LINE JACOBS ENGINEERING
B OCK 1 / ♦ ♦ Y^� FIRE HYDRANT ASSEMBLY 2705 BEE CAVE ROAD, SUITE 300
4" WASTEWATER MANHOLE 306 AUSTIN, TEXAS 78746
a 1 SCOTT & jrffE HEA,19iHCAR ♦ ♦♦ \ \ ./ . - —Qt TRANSFORMER _. .
1 \ \ I 3o A VOL riot p�50 \ _ _
00 5 890 ♦♦ ♦♦ _ Oi3 Ba LUNDEEN,AIA .
1 O.R.B.C.T, ♦ aw' R P SED NTOUR
F 1 026
\ I 304 ACCESSIBLE RAMP TYPE 1 ♦ ♦ �r ® STORM DRaN JUNCTION BOX JACO S EN
JACOBS ENGINEERING F_
REFERENCE CONSTRUCTION DETAILS - SITE. 11 ♦ 777 MAIN STREET
1 RIBBON CURB TIP. i -�� \. ® DRAINAGE. INLET FORT WORTH, TEXAS 76102
( ) 5' CONCRETE SIDEWALK (TYP.). �
1 REF. CONSTRUCTION \\ PROPOSED 48-INCH STORM LINE REFERENCE CONSTRUCTION i�J ♦ �' E� CURB INLET SCOTT RWHITE SETE•37.12 ACRES
DETAILS SITE. 3 ,.� DETAILS — SITE ` ♦ ♦ ACCESSIBLE RAMP TYPE 1 / STORM SEWER LINE
1 PROPOSED 10'X10" STORM JUNCTION BOX _ _ ` . ♦♦ ♦♦ REFERENCE CONSTRUCTION FIRE LANE MARKINGS ZONING •POD-OROINANCEIl20103300
3os MONOLITHIC CURB PROPOSED CROSSWALK ♦ ♦ DETAILS — .SITE.
REFERENCE CONSTRUCTION CANOPY r / PROPOSED 2'X2' AREA INLET REFERENCE CONSTRUCTION /� LOT I BLOCK IPTION:
00'` PROPOSED 1T8hNCH STORM UNE DETAILS - SITE. DETAILS - SITE 131p ♦ \' // SCOTT&WHITE HEALTHCARE. SUBDMSION
1 0. SUBMITTAL
.i REFERENCE CONSTRUCTION \ PROPOSED 3'X8' RCBC `O(9 WHEEL STOPS (TYP.) i ♦ \ MONOLITHIC CURB O EXISTING TREE JUNE 13, 20 DATE:
/ a
1 � 9 ��♦♦ 3" WATER METER REFERENCE CONSTRUCTION •oo. 'I \ i \ DETAILS - SITE
E 7882 E
\ \ ♦ ISSUED FOR REVISION DATE
8-INCH WATER LINE i \ ® CROSSWALK
/�� '�' \\ ACCESSIBLE RAMP TYPE 1 �i ,,,� ♦ \
GENERALREVISIONSTO CLINIC 1. 01H1012
♦ 8-INCH WATER LINE REFERENNSTRUCTIO CE CON
'T'1 • • ♦ ♦ --- DETAILS -S09 ♦ \ - VEGETATED DRIVE .
�\ FIRE DEPARTMENT CONNECTION — �� ♦ ♦ \ , -- _
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GENERAL NOTES: ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RICHT-OF-WAY OR RESIDENTIAL DISTRICT 14. BUILDING PLOT IS LOT 1 BLOCK t OF E SCOTT 8 WHITE HEALTHCARE SUBDMSION&
S. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS AT EACH LOCATION WHERE THE SIDEWALK _ WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE SUCH `C PROJECT NUMBER 705H5 PRO.IECTNUMBER
1. A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE RIGHt-OF-WAY. _ INTERSECTS THE ORNEWAYS OR PUBLIC RIGHT-OF-WAYS PER DETAIL PROVIDED. SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A . FEB O ^ 4I -L/ n
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Y` 2 ADEQUATE BARRIERS BETWEEN) ALL VEHICULAR USE AREAS AND ADJACENT LANDSCAPE AREAS, SUCH AS 7. CONTRACTOR SHALL FURNISH AND INSTAL. ALL MATERIALS AND APPURTENANCES AS CALLED OUT ON A
_ A 8' CONCRETE CURB ARE REQUIRED• - THE APPROVED SITE PLANS - 12 EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7,10 OF THE UNIFIED_ RAWING NUMBER
DEVELOPMENT ORDINANCE THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND + - y i'�*' l�1' L^�
3. REFERENCE GENERAL NOTES SHEETS FOR SITE PLAN NOTES. Be MINIMUM VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS SHALL BE 14'-0", - NO FUQURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY, FIXTURES WILL BE MOUNTED IN SUCH A'
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MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY UNE
4, ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 9. PEDESTRIAN WALKWAYS WITHIN PARKING LOT AREAS SHALL BE CLEARLY DESIGNATED USING STAMPED- �/ A nyii I+ DYED CONCRETE PATTERN WITH AN INTEGRAL COLOR PER SITE CONSTRUCTIONMETAL 13. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE UD ON THE"CRYS ISOLATION VALVE: THE DEVELOPMENT EL®P�E� i.�6..P
5. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE LOCKABLE UD SHALL.; AT A MINIMUM, SUPPLY THE EQUIVALENT PROTECTION AS THE AMPRO USA, LL562
CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE No GREATER 7HAN 2% AND RUNNING SLOPES 10. SCOTT AND WHITE HEALTHCARE. SUBDIVISION PLAT UES WITHIN THE HARLEY WATER IMPACT FEE AREA LOCKING UD, ALTERNATE LOCKABLE LIDS SHALL BE APPROVED.BY THE COLLEGE STATION UTLRIES
ARE NO GREATER THAN 57.. IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER - DIRECTOR OR HIS DESIGNEE - ' ' PRINTDATE
ElFOR SOLUTION, PRIOR TO CASTING CONCRETE 11. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR January 18, 2012
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GENERAL NOTES: ♦ N6. � � � C \ 9 � I I -
C — — — — PROPERTY BOUNDARY ♦ `� \ iC k TRASH COMPACTOR & DUMPSTER \ 284.0OF qs �•$ \10 �a�N%
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op. $ CONFIGURATION OF PAD AND \ t ......
2 ADEQUATE BARRIERS BETWEEN ALL VEHICULAR USE AREAS AND --------- EASEMENT OR SETBACK � ♦ \ � �� # BOLLARDS TO BE COORDINATED WTM \ MONOLITHIC CURB (!YP) I „�'�.�' 1 11
ADJACENT LANDSCAPE AREAS, SUCH AS A S• CONCRETE CURB ARE - \1 ♦ \ - SANITARIAN PRIOR TO CONSTRUCTION \ REFERENCE CONSTRUCTION BULK OXYGEN PAD 28'X28'. 1 ♦♦ ,i? W `+lI
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\ PAD 9.5'X31', 0 BLOCK & METAL FENCE, REF. ti Am So 640
C ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. MONOLITHIC CURB $g$ ,LgO REF. ELECTRICAL .. $9 \ 294 - ARCHITECTURAL DRAWINGS. 9 (11Fgo<ENS o3_��
5. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO ACCESSIBLE RAMP / �� / �G CONCRETE GENERATOR \ R75.pp. c9 IAA\������ `,
POURING CONCRETE CONTRACTOR SHALL ENSURE THAT CROSS ? / / ;i ;: ;. S, 93 $. 1 \ It
SLOPES ARE NO GREATER THAN 2X AND RUNNING SLOPES ARE NO BOLLARD S� ,� ,I $$6 $`35 ?•}:•.' PAD 11'X24'. \ 15 N E#E�' ..__ 1� KEYPLAN;
GREATER THAN SX, IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL RETAINING WALL , 1 / $9 $� y . ::i7?;}?.':ti;;; . REF• ELECTRICAL g• 1
CONTACT ENGINEER FOR SOLUTION, PRIOR TO CASTING CONCRETE 6 \ VEGETATED
6, CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS AT EACH LOCATION ® STORM SEWER MANHOLE 2' RIBBON CURB VEGETATED SCREENWALL 5 ? SCREENWALL - \ PROPOSED 10-FOOT CURB INLET
waslEwaTER LINE REFERENCE D 29 .50' �
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7. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND a EXISTING WASTEWATER MANHOLE N
APPURTENANCES AS CALLED OUT ON THE APPROVED SITE PLAN, - MONOLITHIC CURB
B OHU EXISTING OVERHEAD UTILITY P REFERENCE CONSTRUCTION LW�
8, MINIMUM VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS _ EXISTING UTILITY POLE \ �\ DETAILS - SITE, � �^� VEGETATED SCREENWALL•:.;;.., _ po S
SHALL BE 14'-0E DAIL '. 293 00' S'
we WASTEWATER CLEAN OUT \ \ \ \�
9. DESIGNATED WALKWAYS WITHIN PARKING LOT AREAS SHALL BE CLEARLY CONCRETE SLOPED HEADWALL $• Q
DESIGNATED USING STAMPED DYED CONCRETE PATTERN WITH AN -¢ FIRE HYDRANT v� REF_SUBDMSION PLANS
INTEGRAL COLORS PER SITE CONSTRUCTION DETAIL WATER VALVE opee. -
IM SCOT AND WHITE HEALTHCARE SUBDIVISION PLAT UES WITHIN THE WATER METER E ••• •.5 ;:: •. `'%''
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SUCH APMANNER THAROPERTY �THE PROJECTED CONE OF STORM SEWER LINE \ \$ �P 1GRg C� // J� A6 O0
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VALVE THE LOCKABLE UD S MPR AT A MINIMUM, CANOPY \ \
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rool TEMPLE, TEXAS 76608
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REFERENCE CONSTRUCTION JACOBS ENGINEERING
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REFERENCE ACCESSIBLE RAMP ri,
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IFY JOINT SPACING AND REINFORCEMENT wirm GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION;
NOTE.
REFERENCE oil I
TO GEORCHNICAL REPORT BY TERRACON (AUGUST 27t 2010) FOR SITE PREPARATION
MENT RECOMMENDATIONS. PAVEMEaEMENT,MUST BASED ON THE GEOTECHNICAL ENGINEERING-aO
MEET CITY OF COULEGE STATION MINIMUM, PAVEMENT REQUIREMENTSP
CORRACTOR SHALL VERIFY PAVEMENT
tONCRETE PAVING SECTION
CONCRETE SIDEWALK
q®, if
,PAVEMENT'_—CDCONCRETE RE CE
CON UCTION
.MEDIUM TO LIGHT TRAFFIC �DETAI —SITE FOR
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FEB 0 2 2012 B
HEAVY IRA] CONCRETE -
PAVEMENT — DI-3
LLLUL 01l i► IUA N
TERRACEL VEGETATED LOAD ®��/ LC�P�NT SERVICES
\ II,SUPPORT'— H2O LOADING ji M
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STAMPED. DYED CONCRETE _ . PLAT � .
/ \ CROSSWALK '
GENERAL NOTES:
_ // STRIPING PLAN
1. THE MARKINGS OF FIRE ZONES MUST BE RED WITH WHITE LETTERING
/ i•- "' \ / READING 'FIRE LANE/NO PARKING/TOW AWAY ZONE• FOUR INCHES IN
\ / /' / ALL AREAS WHERE FIRE LANES ARE REQHEIGHTo THE LETTERING SHALL BE AT UIRED, BUT NOCONTINUOUSALS OF 15 FEET OR
JACOSSPROJECT NUMBER - TOSHS PROJECT NUMBER
F8W96852 11161
\ J� / CURB IS AVAILABLE, SHALL BE MARKED WITH ONE CONTINUOUS ARKI A
INCH RED STRIPE PAINTED ON THE DRIVE
ED SURFACE BEHIND THE PARKINQ DRAWING NUMBER /'1
SPACES AND ALL ADJOINING CURBS. RED STRIPES AND CURBS WILL
/ CONTAIN THE WORDING •FlRE LANE —NO PARKING —TOW AWAY ZONE•. _ ('�
PAINTED IN FOUR INCH WHITE LETTERS. _ CS2O1
2, REFERENCE SIGNAGE PLAN PROVIDED BY JANKE DESIGN. .
3. REFERENCE.HEUPAD LAYOUT PLAN SHEET FOR HEUPAO DETAILS,
PRINT DATE
January 18, 2012
6 5 4 3 2 1
�`� ;e•.z � THIS SHEET. / U
�t
0 50 100 200'
CONCRETE.
REFERENCE CONSTRUCTION
DEINLS - SITE. / SCALE: I'll 100'
PARKING STRIPING (rYP.) �✓ / xqg OF
DE�LSS \� c .
TENCESON•STRUCRON /.�
PAO
LEGEND vJOEL R BOCK Y
/ PROPOSED ACCESSIBLE - 1 0'•.-
PARKING SPACE
FIRE LANE - A6
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10 9 8 7 6 5 4 3 2
MATCHUNE - CG102 -
MATCHUNE-.CG102
--�-LT�------------�---------••--- �- ���,- - - - -- (/rJ�, G�---/-� �--'--7-- - `------ ••-- -------- -•1- _,� •�----�---,----- ---'j SCOTT&WHITE MEMORIAL
? j 1-a'X4' 4-SIDED INLET 1 ! \ \ 1 \ 1
ABBREVIATIONS: 9>' o G=294.00 f 1
?g ` ' \ \ , ® HOSPITAL
G =GUTTER > FL,(24" RCP)=291.00 \
TO = TOP OF CURB )' . c�i ® ® SCOTT, SHERWOOD AND
REFERENCE CONSTRUCTION \ \ \ i
H TG = TOP OF GRATE _ - ?g6 < DETAILS r DRAINAGE \ \ ' . \ \ \ \ i I BRINDLEY FOUNDATIONS H
HP = HIGH POINT
., LP LOW POINT // // / ' \ \ / / - N \ \ - 1 ' \ \ \ \ _
® OR = GROUND ELEVATION g \` \
BBWW = TOP TOM WALL / / / /�C '/' s N r'� \ \\ �N ` SCOTT & WHITE HOSPITAL
FL = FLOW LINE N / / / % \
T.O.R. = TOP OF RAIL \ / ,\ \ - o 1"p \ \ _ 1 . COLLEGE STATION TX
/ B = GRADE BRSEUKBEGIN VERTICAL CURVE Y96 RFACE /// ////// \ I \ \ 1
BVC =
EVC. END VERTICAL CURVE �� ,/ // \ / \ 1 I \ 1
Knowwhat's belOW. s / / \\ ` I . \i s JACOBS
Call before �i you ��g. I � / ,/; /, / , , / �/ 2705TEXBEREGISTRATION AVGAD, SUITE 3
\ \ I 1 AIUS BEE CAVE ROAD, SUITE 300
AUSTIN, TEXAS 78746
// // / 29 .3 2 5. 7LEG\ 1
�'j M / // // / / OWN/ ATM,/ 29 _ _ _ \ ` I FL (24" RCP)=288.70 \ , MOON • MAYORAS G
PROPERTY BOUNDARY ' , I // / // 1-5' CURB INLET' / / 95.92 - - I FL (48" RCP)=286.70 I \ \ ; ARCHITECTS, INC.
// TC=294.80
- - - EASEMENT OR SETBACK / G=294.30 29 .96 m
E70STINO CONTOUR // / ?9$ FL 18" RCP=290.90 296. t� \ N I 1 OWNER:
SCOTT 8 WHITE MEMORIAL
-830' / /�� ( ) 296,62 7.14 \ \ o I \
/ FL (18" RCP)=290.90 \ 0 2400So 31ST
300 ' PROPOSED CONTOUR / / / REFERENCE CONSTRUCTION / g7, 7 298.34 M I I 302,00 \ TEMPL 31ST STREET _
DETAILS - DRAINAGE / ' I o 1 TEMPLE TEXAS 7ssDe
® RETAINING WAIL \ % m / 1-10' CURB INLET I r�
/ /� // - w 98.66 2 9.00
TC=294.90 - I , - ENGINEER:
STORM
, 299.72 299.49
\ / ?y�,/ 1-5' CURB INLET , N / FL (2440 m 9 .66 300.00 - I 1 6124144100
K,P.E#36441-
® STORM SEWER MANHOLE - / // TC=294.80 / / ' FL (24" RCP)=290.00 -.N 1 JACOBS ENGINEERING
®..STORM GRAIN JUNCTION BOX , , G=294.30 w /, 00.47 307. .00
• FL (18" RCP)=290.50 �
\ ro m i 2705 SEE CAVE ROAD, BUTTE 300
® DRAINAGE INLET / / ' / FL (18" RCP)=291.20 m REFERENCE CONSTRUCTION � N ' 07.00 3 7 72 AUSTIN, TEXAS 78748
\ / REFERENCE CONSTRUCTION n DETAILS _ DRAINAGE
0 CURB INLET,DETAILS -DRAINAGE N I I 302.Oo 1 ARCHITECT:
STORM SEWER LINE- / 95.00 - \ \ 1 BOSA.LUNDEEN,AIA
296.44 PROPOSED SPOT ELEVATION ,yN ��' / - \ ' 1 817435.7026
.F - -, 1 , JACOBS ENGINEERING F
// / \ / / 777 MAIN STREET .
2 '66 29 . ' 1- FORT WORTH, TEXAS 76102 -
4. ' I .
---__-'^� � -•�� ��\ 296. 0 i \ ; SCOTT BWHITE SRE-37.12 ACRES
\ /. //` - J . / \ 296,00 __ \ O 1 ZONING -POD- ORDINANCE#20104300
/ \ _ r--. G.� / 1 \ M.. M 1 L071 BLOCK 1PTION: .
MONSOON o t 1 SCOTT B WHITE HEALTHCARE SUBDIVISION
_�
/// �ti°� / , / 2 y 296 94. \�\\oaI M \\ 1 .f
_ 1 sUBMTTTAL DATE
C0� FL (18" RCP)=285.58 \ I JUNE 13, 2071
S \ FL (24" RCP)=285.08
1
// / /� \ 95. If , - ISSUED FOR REVISION DATE E
/ / , ti9 2 4 .OS Z95 \ 6 25 '"'t , - / i i, GENERALREVISIONSTOCLINIC 1 0111B2012
1-10' CURB INLET
// m \ \ 294.99 \ - \� 296:m 296. 5 �\ - - TC=301.65
/ ..
�h '.\ 296.46 FL (1815 I 301. 5
95, 0
294.00 5.00 \ 95.9 \ REFERENCEPCONSTRUCTION 307.0 C 1
to
°, \ \ \
DETAILS - DRAINAGEo
/ /!/ / N0000 lw \ 9 0 5.00 95. \ \ m \ I 1301/ / dco
�.
. D 0� / � /,�✓ '� \ - \ -\ 2 .04 \ \ 296.00 \ 297.0 C I 301. � 0 5
tn \ 5
m 2 .9/ / 3O 1 D .
\ 06 ` 0 1 N
$//3�.'e /. �•\\ 293.00 29 .6 N \\ ?•g0 \ 300 /�'ti�,
\ \ \ 297,46 299.61 \ 299 5
o N \ \ \ zs7.3 zss / 2ss.75 1 '
1-10' CURB IN \ // QS" 1
C7
\ \tip. \\ \ G2298
• / ///hp� / 2 .5 9s. \ \\ \ FL (24" RCP)=294.25
/ \ \ REFERENCE CONSTRUCTION
96, 0 \\ \ \ \ DETAILS - DRAINAGE s 6\ / // i
29 / 0 15' 30' '60' -
298,
/� \ N 29 .3 \\ \ \\ \ 298.00 98.91 // �ti / \ \ , SCALE: 1"=30'
\. C \ ; �,�p'tt.TFyI*1',I ••
JOEI. R BOCK I
292�_, \ 2 s, FL (10" PVC =28s2U \
MONSOONS 1-24".SD PLUG 29 .8 \ \ \ \ NOWN
298.00 / �� / 04 FL (10" PVC)=293.50 \ 1 KEYPUW:
2' PAST ROC \ ' \ / i \ 1
• FL (24" RCP)=288.00 \ �/ L � \ \ / �\ REF. MEP. FOR CONTINUATION \ ,
REFERENCE CONSTRUCTION \ 1 2 12"
DETAILS -DRAINAGE / 29Z81 / .y .93 AREA DRAIN -•,. CLINIC
(81=297.00
1-10' CURB INLET
TC=293.40 N \\\ \ 2 .9 \ // // 1-3'X10' JUNCTION BOX. FL (8" PVC)=290.49
B G=292.90 293.00 \ m j l 295 \ \ \ \ \/ 11� i 2 91 \ RIM ELEV.=299.85 FL (12" PVC)=290.49 B
FL (240 RCP)=287.75 \ N /� m \ \ 98'0 o: FL (8" PVC IN)=285.04
REFERENCE CONSTRUCTION N / / 298 0 �(/ 298. FL (12" PVC IN)=285.04 FL (8" PVC)=293.50 1 m
DETAILS -DRAINAGE \ 2 / '\ 9 \ REF. MEP FOR CONTINUATION
LOT 1 �6 / // FL (24" RCP IN)=284.94
D N / amv / / / \ \ FL (30" RCP IN)= 84.34 1
BLOCK i m N m 292.00 / /\// REFERENCE CONSTRUCTION 1 m
N a. N /� \ �,/ \\./ / / �� 98.73 FL (36" RCP OUT)=284.24 \
SCOTT &WHITE HEALTHCARE m Z 2s 5 Z
/ /� 29 DETAILS -DRAINAGE
SUBDIVISION/
\ VOL 10179, PG. 50 O� \\
\ O.R.B.C.T. N 29 .5 // /// O FL (10• PVC)=288.32 1 DRAWINGTTILE
" FL (12PVC)=288:32 1
8.30 , GRADING & DRAINAGE
-- - ---- - -�--�- L,LI-�-L-d.-1�1-�G� 4 \
- - -----�------ - -- --- y- PLAN C
MATCHUNE"- CG108 RAL NOTES: -
MATCHUNE = CG106
UTILITY
PROJECT NUMBER
CROSSINGS:
1 0
za•
sD=zst.ot
2 24"
SD=289.42
12
WL=284.18
O8• WWL=281.35
30•
SD=284.35
1. CONTRACTOR SHALL FURNISH AND. INSTALL ALL MATERIALS AND JacoSSPRoIECTNitMSFJt tOsxS
:
APPURTENANCES AS CALLED OUT ON THESE PLANS. CAUTION: WARNING! FBW96852 11161 A
O10". SD=291.17 Z. ALL GRAVITY ONES ARE TO BE. INSTALLED FROM DOWNSTREAM TO UPSTREAM. CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS VERTICALLY AND THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE DRAWING NUMBER
8" WWL=293.50 HORIZONTALLY PRIOR TO START OF CONSTRUCTION, LOCATION OF UNDERGROUND UTILITIES: THE CONTRACTOR SHALL BE � OA
3. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE l! V `i
CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO CALL SYSTEM ® 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 48 HOURS
GREATER THAN 2% AND RUNNING SLOPES ARE NO GREATER THAN 5%. IF PRIOR TO BEGINNING CONSTRUCTION.
ANY DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR,
SOLUTION, PRIOR TO CASTING CONCRETE PRINTDATE' '
- - January 18, 2012
wall
10 9 8 7 16 5. 4 3 2 1
10 9 8
MATCHUNE - CG103
I- -----------------------1--
c 1 �� --� ------ DRILL SITE AND A /
1
4 ACCESS EASEMENT
\ \ VOL 7095, PG. 66
O.R.B.C.T. j I
6
mr
/
m
.c
' 1,F JUNCTION BOX \ 3) /
1\ RIM ELEV.=302.70 1 / 0
CID
FL (18" RCP IN)=286.30 F
1 \ FL (48" RCP IN)=283.80 tq\ A A 3019
FL (48" RCP OUT)=283.70
REFERENCE CONSTRUCTION \\
\� DETAILS -DRAINAGE 0$
/$ 30 /%3' P LIC ACC
7 \ VO 1011
.R.B C.
306 t 1-10'X10' JUNCTION BOX
1 I \ \ I RIM ELEV.=302.00
1 \ \ I / FL (180 RCP IN)=284.26
F 305 FL (36" RCP IN)=282.86
1 `\ N FL (48" RCP IN)=282.86 \ \ 0 '00 / 04 / FL (31X8' RCBC OUT)=282.76
REFERENCE CONSTRUCTION
DETAILS - DRAINAGE
03.44
302.50 \ ` 303, / i,,,A AREA INLET
1 / TG=300.00
1 302,00 / F \ i N REFERENCE PCONSTRUCTION
7 6 5 4 3 2 1
7�•% *-�• --� --••-------�\ ,...�----...r--••----------� --•"�--'--.1-----------�-----•�-----------H-iE-ECG-O-•
j :,A/\ \ SCOTT & WHITE A
GENERAL T�nTFC. ® HOSPITA 1-5' DIA s0 MANHOLE \ �-�- ® 0 SCOTT, SIFF
RIM 18" CP IN)0 t. CONTRACTOR SHALL FURNISH AND INSTALL ' -
J ALL MATERIALS AND APPURTENANCES AS , BRINDLEY FOUN
FL (78" RCP IN)=291.10 /,
FL (18" RCP OUT)=297.00 / REFERENCE CONSTRUCTION CALLED OUT ON THESE PLANS.
\ r7 \ DETAILS = DRAINAGE / 2. ALL GRAVITY LINES ARE TO BE INSTALLED
I4.25 \A a./ / FROM DOWNSTREAM TO UPSTREAM., .SCOTT &WHITE HOSE
.8 3.. CONTRACTOR SHALL FORM SIDEWALKS AND
I \ \. JI VERIFY SLOPES PRIOR TO POURING COLLEGE STATION, T
CONCRETE. CONTRACTOR SHALL ENSURE
THAT CROSS SLOPES ARE NO GREATER JACOBS
THAN 2% AND RUNNING SLOPES ARE NO
GREATER THAN 5%, IF ANY DISCREPANCY `KnOW what's bel0uu
ARISES, CONTRACTOR SHALL CONTACT fti , TEXAS REGISTRATION#F•2966
14.00 314,48 _ 31 .0 �! - \ ( A I CASTING CONCRENGINEER FOR SSOE�ON, PRIOR TO A A 2705 BEE CAVE ROAD, SUITE 300
0 Call before you dig. AUSTIN, TEXAS 78748
/ \
/ MOON•MAYORAS
�`� \ 0�A 00� \ � / LEGi71D ARCHITECTS, INC.
314 / / - - - - PROPERTY. BOUNDARY
OWNER:
' - _ - - SCOTT 8.98217E MEMORIAL
/ / - EASEMENT OR SETBACK SU07 &.WH
/ -830� - EXISTING CONTOUR 2400 S. 31ST STREET
LOT 3 / A A I ATEMPLE, TEXAS 76508
f3 �' \ \ A SCOTT & BLOCWHITE HEALTHC �/ 30G-•-••� PROPOSED CONTOUR ENGINEER: A
\ SUBDMSION�- ® RETNNING WALL - - JOEL% BOCK, P.E.#98441
N A A / I \ \ A VOL 1 V ('G.50 GABION 512.3143100
JACOBS ENGINEERING
�3 / A. 312 \ 00 �'0-R.B.C.T. A _ ® STORM SEWER MANHOLE - 2705 BEE CAVE ROAD, SUITE 300
f? / AAAP \ - AUSTIN, TEXAS 78746
.�-"'� ® STORM OEWN JUNCTION BOX
\ \ �� .. ® DRAINAGE INLET BOBA L NDEEN.AIA
\ % A Q CURB INLET - 817.736-7026 -
7f \ STORM SEWER LINE _ JACOBS ENGINEERING .
LOT 1 A I A 4296.44 PROPOSE) SPOT ELEVATION 777 MAIN STREET
BLOCK 1 - FORT WORTH, TEXAS 70102
\37p SCOTT &SUBDI HEALTHCARE 31 \ \ SCOTT 8 WHITE SITE-37.12AI
ACRES
A 6BDI P .1 i"'� - A \ \ / ABBREVIATIONS: .
O.R.B.C.T. .,_.� // G = GUTTER ZONING -PDD-ORDINANCE#20103300
__ TO = TOP OF CURB 1.EOAL DESCRIPTION:
.TG = TOP OF GRATE
09 310.01 \ HP = HIGH POINT - - A SOT I BL WHITE HEALTHCARE 8UBDNISION
d1Q. \ ./ /.•"' LP. . -= LOW POINT
- \ / GR GROUND ELEVATION SUBMITTAL DATE:
\ TW = TOP. OF WALL TUN 113,2511
\ / = BOTTOM OF WALL
A \ \A FL =FLOW LINE ISSUED FOR REVISION \ FLR. T.O.= TOP OF RAIL
1 i FF 307. t \ \ \ REF* CONST. DTLS, DRAINAGE 309.70 \ �i Om \ FS = FINISHED SURFACE GENERALREVTSIORSTOCLOaC
301.5 \ 1-5' CURB INLET �� GB =GRADE BREAK
TC=301.RB \ BVC = BEGIN VERTICAL CURVE
�y� EVC = END VERTICAL CURVE
30. t O G=300.97 ,gp)_ ` 308F -.I'�9 09.15 3p309.00 \ \ - ._ "��.
FL (18" RCP)=292.74
0. \ REFERENCE CONSTRUCTION 8.44 \ �/-
r DETAILS - DRAINAGE
O \ FL (18" RCP)=283.65 i i \
1 \ \\ FL (3'X8' RCBC)=282.15 0$ gp$ 08,27 gy �o \\
D 301.50 \ \\ O� '0A 1-2'X2' AREA INLET 308 �� \
0 50 30
1� FL 24" RCP)=284.19 �1 \\ FL (18" RCP)=296.00 3p i
1 FL �36" RCP)=283.19 A REFERENCE CONSTRUCTION 30 95 \ N
1 FL (18" RCP)=284.57 300 00 DETAILS -DRAINAGE IF _ _3 5 \ ve
FL (36" RCP)=283.07 300.00 / \ \ FL (18" RCP)=283.51 \ \
1 300.00 1� \ FL 3'X8' RCBC=282.01
1 FL (10" PVC)=293.50 300.00 30p \ \\ ( ) � 304. $ 306. 307 \ --""�
1 REF, MEP FOR CONTINUATION s Vs. -
307.00 p�
\ FL (18" RCP)=289.94 \\ \\ - \ G�
1, FL (10" PVC)=290.60 299. \\\ \\ %) 304.74 3 F
1 t-5' CURB INLET \ > �\ 304.06 Os ' \ ct4 \ . 4 - • 0 15, 30, 60,
1 TC=299.00 \ 20 \ 70A 4A.
1 G=298.50 t L°J �304. 3 JG/ 306 \ �4 SCALE:1"=3W
\ 7,°f• 303.59 - $ 306.79
1 FL (18" RCP)=292.18 0 _ �- - �r
C 1 EF 1CONST )DIES 82 298.84 2 0 . t 306.14 306. 0 \ \ \ P, of . t1
1 D NAGE 1 I\ 03.15 .: - gt; • •c�.,.sA A ,
1 9 5 02, 1-3'X8' JUNCTION BOX \ i •:*11�
FL 10" PVC =293150 a .15 RIM ELEV.=302.20 5.88 305.7
1 REF. MEP FOR 298.89 3p3 FL (18" RCP IN)=284.81 / 0$ V' - - / JOELRBOOK
CONTINUATION �i I 9 /.............................
0*4
54 1 r 303. FL (3'X8' RCBC IN) 281.81 4 -- ` 305 \ / / �1�9 i. owl i
9g \ FL (3'X8' RCBC OUT)=281.71 _ 3 \ \ / ( 4 g0;i
1 FL (10" PVC)=293.20 9 REFERENCE CONSTRUCTION -3 O$ 305.00 / 1mes••`ao`"�
FL (10" RCP)=293.20 \ \ 2 .59 "�O 1 30i.50 \ Wig DETAILS - DRAINAGE 305.00 � � \ \ / R`�\N0NAL S
MEW1 FL (10" PVC)=293.50 FL (18" RCP)=287.96 1 302 04.2 \ \/ KEY PLAN:
I REF, MEP FOR FL (18" RCP)=287.96 I -- f03 305.00 305.00\ \
CONTINUATION 5' COMMON REA
299.40 - / 0 I 1 VOL. 10179, P 50 03.67 305.00 4 \ \
1 CLINIC 9.00 o i 1• 0 302. B.C.T. 1-10' CURB INLET a04 05,00 304. 0 rn \ \ �O
\\ \ / 00. t I 1 301. G=3001381 303.13 _ 0
Arow row
AA
1 ...
B i ' _ / / i FL (18" RCP)=296.00 pS 3g4.0 303.80 . \ -
1\ / 11 00 \ -- REFERENCE CONSTRUCTION - \ \ /
r 1 D 300.32 FAA DETAILS - DRAINAGE d 305.00 \
1 /0� 299.00 $ _ - - I 1 - ? 30? OJ' .30 .. 304.90 / 303 302:52\ \ _
\ 4 /
1 1 I 300. \ 303.72 / \. \ . .
iw 1 30 .00 298.50 . Of 30 . 04.54 - / /
z 7-2'X2' AREA INLET 02.0 \
299. 2� J 3p N i TG=298.50 \ 303.7 / 302 \ _� '
MEN%' o o.Ot I FL (8" PVC)=294.70 302.
9.3
o \ 299.00 1 FL (18" RCP)=294.00 \ a Ot. 9 3p? 304.00 / . \ \ DRAW1NGTmE
REFERENCE CONSTRUCTION __ _ �\ \ GRADING & DRAINAI
�---- \---99.00 ..-- s--7--- - 9 .76 DETAILS -DRAINAGE ------- -- - - �� - -- 301-' � 3 - --- M �.. �-\ - - \
" n n
-f' - ---- L----- - ----�- - - -�- - - --- a� �,- ---- ----------=--- PLAN D
. MATCHUNE - CG107
� - - MATCHUNE - CG107
JACOBS PROJECT NUMBER TDSHSPROJECTN
71TILITY CROSSINGS: A A A A A CAUTION: A A A -' AMNINGI .. FOW96852 11161
A CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS VERTICALLY AND THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE, DRAWING NUMBER
O18" SD=288.64 4 B'X3' SD=282.41 O 24" SD=284.46 10 48" SD=283.42 HORIZONTALLY PRIOR TO START OF CONSTRUCTION. LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE
72' WL=293.79 FAA8' WL=296.60 8' WWL=28204 ti WWL=2B7.35 RESPONSIBLE, FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE � � A CG � O�
O12' WL-294.32 285.45 O 8'""WWL=291.29 O 6XWL=D2964509 11 8Z"WWL=291 OS- - PRIOR A CALL TO BEGNNING CONSTRUCTION. @ 811 FOR LOCATION OF ALL UTILITIES, AT LEAST. 48 HOURS
O 72" WL=295.09 O 93 12" WL=295. 8 O 88"WWL 32900.73 A A A MA
PLANT waE .
January18,2012.
10 9 8 7 6 5 4 3 A 2 1
,. Bi7Q111,,,10' CURB INLET
r r
AA
G, 'i ■ • i
tootI110# CURB INLEr III ON
-.WF
.=287625
`d►BS
TEXAS REGISTRATION #Fw2966
46 IPA
r 1 �� �c • • • ,i ,1, / ., `•II� ®2? OKI 2705 BEE CAVE ROAD, SUITE 300
\ it06
t2400 So 31ST STREET
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JACOBS ENGINEERING
• • .444444 2705 SEE CAVE ROAD, SUITE 300
•
ARCHITECTs
817*735*7026
JACOBS ENGINEERING
NO FORT WORTH, TEXAS 76102
1100 CURB INLET
] ' _ • \�`�
FL (24" RCP)�287680
SUBMITTAL DATEO
LEGAL DESCRIPTION:ymm "10 ZONING � POD *ORDINANCE #2010,3300.
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LEGEND
PROPERTY BOUNDARY
A elm
EASEMENT OR SETBACK\ _ • , i
iDaSTING \
REIAINING WALL
EM -STORM DRAIN JUNCTION BOX.STORM SEVER MANHOLE
y� q• �::
F3 DRAINAGE INLET
.' ♦ ` _-
STORM SEa•
Sp
PROPOSE POT WAI ION
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t�
`1• ry t} :.:: .. REFERENCE STRUCTURAL--
\\. \ 2 .o PLANS. � 292
• \ \ 291
f:FIJFRAI N(1TFC: 20' P & P.A.E \ 2$•j ..---•vhct _
1. CONTRACTOR SHALL FURNISH ANDO.R.B.CAT.
INSTALL ALL MATERIALS AND DRAWING TfttE
APPURTENANCES AS CALLED OUT ON �0 FL (10" PVC)=283.09 \ j i �- i, % _ _ GRADING & DRAINA�
THESE PLANS. \ FL (24" PVC)=282.16 j %/ 2$5 AAAA- MIA- / .. DRLVE - -- _ _ PLAN E
® 2. ALL GRAVITY LINES ARE TO BE INSTALLED \ \ - - n n
4 �� tAKEWAY 1
FROM DOWNSTREAM TO UPSTREAM. \ s�8s 28 E. & p
.g J QU•\fig, ,� .�, /" ' U JACOBS PROJECT NUMBER' 1DSHSPROJECTN
3• CONTRACTOR SHALL FORM SIDEWALKS \ �\ \TO \0 �G• _ F8W96852 11161
A AND VERIFY SLOPES PRIOR TO POURING \ \ \ • l� OR // i i TC=294.998 INLET ' Z DRAWING NUMBER
CONCRETE. CONTRACTOR SHALL ENSURE 1-CONCRETE SLOPED 1-2'X29' TRENCH DRAIN G=294.49
THAT CROSS SLOPES ARE NO GREATER \\ _v HEADWALL TG=288.46 FL (12" RCP IN)=289.50 CG 1 06
THAN 2% AND RUNNING SLOPES ARE NO \ / N FL (24" RCP)=282.50 FL (18 RCP)=284.80 _ -� FL (18" RCP IN)=289.00 `
Know what's below. GREATER THAN 5SI. IF ANY \ /
■ DISCREPANCY Al CONTRACTOR 0' �� x5�� / REFERENCE CONSTRUCTION REFERENCE CONSTRUCTION REFERENCE CONSTRUCTION
\ EERFOR` DETAILS -DRAINAGE DETAILS -DRAINAGE DETAILS -DRAINAGE
SHALL CONTACT y �� SOLUTION, PRORETOINCASTING CONCRETE \ \ \ G� ati� PRiNTOATE
Call before you d� ■ January 18, 2012
10 .9 8 7 6 5 4 3 2 1
UTILITY CROSSINGS:
O8"
WWL=278.26
24" SD=28SAI
2
24r SD•286m31
12 WL=289.93
3
6" WWL=286.80
12" SD=291.27
45
6" WWL=2B7.55
12" SD=290.80
5
6" WWL=288.96
10" SD=291.1B
O4"
WWL=28B.6B
12" SD=290.68
O6"
WWL=289.25
12" SD=290.38
O12"
SD=289.83
Bw WWL=293.00
O18"
SD=284.61
12" WL=281.94
10
3" SD=291.26
6" WWL=286.85
11
D
24r SD=286.77
12 WL=283.94
12
24" SD=286.25
80 WWL=278.85
13
24" SD=286.17
120 WL=290.66
14
12" SD=290.00
12" WL=286.50
CAUTION:
CONTRACTOR' TO VERIFY ALL EXISTING UTILITY LOCATIONS VERTICALLY AND
HORIZONTALLY PRIOR TO START OF CONSTRUCTION,
7NARNIN.GI
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 ® 811 FOR LOCATION OF ALL UTILTRES, AT LEAST 48 HOURS
PRIOR TO BEGINNING CONSTRUCTION.
10 I 9 I 8
2 1
MSCOTT& WHITE MEMORIAL .
® HOSPITAL
® ® SCOTT, SHERWOOD AND
BRINDLEYFOUNDATIONS Fj
SCOTT"& WHITE HOSPITAL
COLLEGE STATION, TX
TEXAS REGISTRATION Vw2966
2705 SEE CAVE ROAD, SUITE 300
AUSTIN, TEXAS 70746
MOON •MAYORAS G
ARCHITECTS, INC.
OWNER: ..
SCOTT& WHITE MEMORIAL.
484.238.8982 -
2400 S. 31ST STREET
TEMPLE,TEXAS 7660E -
ENGINEER: .
JOEL R. BOCK, P.E. R98441
5123143100
'JACOBS ENGINEERING '
2705 BEE CAVE ROAD, SUITE 300
AUSTIN, TEXAS 78748
ARCHTfECT:
BOBA. LUNDEEN, AIA
817435.7026
JACOBS ENGINEERING
777 MAIN STREET
FORTWORTH,TEXAS 76102
SCOTT & WHITE SITE. 37.12 ACRES
ZONING-PDD•ORDINANCE520103300'
LEGAL DESCRIPTION:. -
LOT
IBLOCKI
SCOTT& WHITE HEALTHCARE SUBDMSION powwwwwwo
SUBMITTAL DATE:
UNEUNE 1�011
ISSUED FOR REWSION DATE E
GENERAL REWSIONSTO CL041C 1 0111SR012
rE
:9 Runo0
VunDar
Tbm of
ConmrNetbn
(min)
La9Tima
(Mnl
orelnape
Con4ab
74
5
3.0
O0a%e
]I
6
10
Olfepe
iq
8
4.8
Goals
74
'6
10
sump
74
s
10
amp
10
sump
]4
6
10
sump
]I
6
10
Bump
10
sump
T4
8
to
bump
TI
6
10
Bump
TI
6
10
N(Bede
7q
6
3.0
Npade
TI.
6
10
amp
74
0
4.8
sump
]4
8
10
Bump
T4
6
10
kGroo
74
s'
10
PtGnde
-Tq
8
Ala
P1Gade
TO
6
10
At Grade
10
. swop
74
8
4.8
Heed Well
TI
6
10
pale
]4
5
10
amp
74
6
10
' sump
71
8
10
Grade
10
sump
71
6
10
amp
T4
8
4.0
Sump
T4
6
10
Wet Pend
iq
6
10
pate
79,
8
10
sump
10
amp
7q
6
3.0
NGrate
74
B
10
sump
iq
6
3.0
bump
T4
5
10
'sump
.]q
s
10
sump
10"
Bump
T4
6
10
amp
74
8
10
sump
N
0 75' 150' 300,
SCALE: 1" =150'
TRLE
PROPOSED DRAINAGE
AREA MAP
ROJECT401MBER TDSHS PROJECT NUMBER
52 11161 A
NUMBER -" .
C 3202
January 10, 2012
1