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/ r F n � m w ° r m tr m N m ftl i� n (�D / z z N O �i ♦ O ti]cm tt� � I zmo /� � ♦ ♦ Im s 00 oo sa O rn R25.00, ' rn 25 00 ; OQ 52� QI p0 � � � pOG' I ♦ °oo 1 D� L�19 rj�.0 �i i v� -�i ___ � ► 25.00 12 ♦.R10 no' ♦ � � o W N o - 0' r �,D00, J Q �o o �—�Z i a6t 5t°nc Le�ing WBGfS � 32" v.G.- J6W(" yc,°nc. wen - slxc 3 o B� o : c c y- I �- J %ovc+8il 5A,+ Aolck6il brck ai e. 1°¢ ?JL vicef AU6(, hJvt .c. —III—III—III r o'o—I 11=11 I —III as" 11=1 I MI 11-1 1I— I :.- MI 11I 11—I I I=I I I ,d .... , • ' • e . e . � .. I —III —I I 6°n°. �o°15R�.v hi'LPi 21ni, �a6r SiT�Gi'. 111-11 III —III Walt N4.1 12'-4" MAX STEEL TUBE POST CAP NISH BADE VEGETATION SCREEN OPTION 1 1 /2" =1'-0" O I N r. 0 u EVERGREEN VEGETATION SCREEN OPTION 2 112" =1'-0" CAST STONE COPING 14'-5" MAX 3" THICK GREENSCREEN PANEL FINISH GRADE BRICK VENEER ACME BRICK "AMERICANA" H 10 8 7 g SC07T & WHITE MEMORIAL 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JACOBS - JOEL BOCK, PE 2705 BEE CAVE ROAD; SUITE 300 AUSTIN, TX 78746 (512)314-3100 (512)314-3135 FAX SURVEYOR: JACOBS - DAVID . CARR, RPLS 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TX 78746 (512)314-3100 (512)314-3135 FAX ARCHITECT: JACOBS - BOB A LUNDEEN, ALA 777 MAIN STREET FORT WORTH, TX 76102 (817)735-7026 (817)735-6148 FAX BENCHMARK DESCRIPTION AND ELEVATION Tem RAILROAD SPIKE SET IN POWERPOLE LOCATED ON THE SOUTH R.O.W. OF ROCK PRAIRIE RD., APPROX. 130' WEST OF THE INTERSECTION OF ROCK PRAIRIE RD. AND STONE BROOK DR., APPROX. 40' SOUTH FROM THE MEDIAN ON ROCK PRAIRIE RD. NAVD88 ELEV.=305.08' MON 130 A ALUMINUM CAP SET IN CONCRETE, STAMPED "COLLEGE STATION MON. 130, 1994" TEXAS STATE PLANE GRID COORDINATE CENTRAL ZONE (NAD-83) Y COORDINATE 10200592.404 X COORDINATE 3569864.911 NAVD88 ELEV. 303.66' CONVERTED FROM NGVD 1929 ELEV. 303.57' MON 131 A ALUMINUM CAP SET IN CONCRETE, STAMPED "COLLEGE STATION MON. 131, 1994" TEXAS STATE. PLANE GRID COORDINATE CENTRAL ZONE (NAD-83) Y COORDINATE 10196005.795 X COORDINATE 3572535.894 NAVD88 ELEV. 279.52' CONVERTED FROM NGVD 1929 ELEV. 279.43' 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. 48041 CO201 D, EFFECTIVE DATE FEBRUARY 9, 2000, FOR BRAZOS COUNTY, TEXAS. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE. POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND. UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND "TEXAS ONE CALL" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL BE THE. RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN PER THE APPROPRIATE REMEDIAL ACTION AGREED UPON BY THE ENGINEER. 10 1 9 VICINITY MAP N.T.S. SUBMITTAL DATE: .FORMAL SUBMITTAL: JANUARY 14, 2011 UPDATE SUBMITTAL: 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 1 OF THE SCOTT & WHITE HEALTHCARE SUBDIVISION VOL. 10179.. PG.* 50 O.R.B.C.T: 4 2 1 { SCOTT & WHITE MEMORIAL HOSPITAL ® SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS H SCOTT & WHITE HOSPITAL COLLEGE STATION, TX JAC0111111111111wo TEXAS REGISTRATION #F 2966 2706 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 MOON • MAYORAS ARCHITECTS, INC. OWNER: SCOTT & WHITE MEMORIAL 484-238-8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 612-314.3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE-300 AUSTIN, TEXAS 78746 ARCHITECT: BOB A. LUNDEEN , AIA 817-735 7026 JACOBS ENGINEERING F 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010.3300 LEGAL DESCRIPTION: LOT 1 BLOCK1 SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: JUNE 13, 2011 ISSOED FOR REVISION DATE E GENERAL REVISIONS TO CLINIC. 1 0111812012 D E�l`iEWEC FAR COPL.I IC Co FEB 0 2 201Z �' C®LLE L ,0 t� ION _ ENGINEE ING OF JOEL R BOCK /CD 98441 t 0����,�.NS G`Aw �l\ "ONAL �N.: CAUTION:`-� �� p CONTRACTOR TO VERIFY ALL EXISTING U11UTY / i LOCATIONS VERTICALLY AND HORIZONTALLY _ v ✓1\`� PRIOR TO START OF CONSTRUCTION. 1 1/18/2012 GENERAL REVISIONS TO . CLINIC SHEETS: C 000, C-101, CS101, CS104, CS105, CS106, CS201, CG101, CG104, CG105, CG106, CG202, CU101 CU1 5 CU 2 u o ACCEPTED FOR CONSTRUCTION `C CIVIL: C-000 COVER SHEET C-001 FINAL PLAT . C-002 FINAL PLAT C-003 FINAL PLAT C-004 FINAL PLAT C-005 GENERAL NOTES C-006 EXISTING CONDITIONS C-101 EROSION/SEDIMENTATION CONTROL PLAN CD101. DEMOLITION PLAN CS101 OVERALL SITE PLAN OS102 SITE PLAN "R' C8103 SITE PLAN "B" CS104 SITE PLAN "C" CS105 SITE PLAN "D" CS106 SITE PLAN "E" CS107 SITE PLAN "F" CS201 OVERALL PAVING & STRIPING PLAN CS202 HELIPAD LAYOUT PLAN CG101 OVERALL GRADING &.DRAINAGE PLAN CG102 GRADING & DRAINAGE PLAN "R' CG103 GRADING & DRAINAGE PLAN "B" CG104 GRADING & DRAINAGE PLAN "C" CG105 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' CU103 UTILITY PLAN "B" CU104 UTILITY PLAN "C" CU105 UTILITY PLAN "D" CU106 UTILITY PLAN "E" CU107 UTILITY PLAN "F" CU201 PLAN & PROFILE ON -SITE WASTEWATER LINE CU202 PLAN & PROFILE ON -SITE WASTEWATER LINE CU301 PLAN & PROFILE ON -SITE WATER LINE CU302 PLAN & PROFILE ON -SITE WATER LINE 0.501 CONSTRUCTION DETAILS - EROSION C-502 CONSTRUCTION DETAILS - EROSION C-503 CONSTRUCTION DETAILS - WATER & WASTEWATER C-504 CONSTRUCTION DETAILS - WATER & WASTEWATER C-505 CONSTRUCTION DETAILS - WATER & WASTEWATER C-506 CONSTRUCTION DETAILS - WATER & WASTEWATER C-507 CONSTRUCTION DETAILS - DRAINAGE C-508 CONSTRUCTION DETAILS - DRAINAGE C-509 CONSTRUCTION DETAILS - SITE 7-510 CONSTRUCTION DETAILS - SITE C-511 CONSTRUCTION DETAILS - SITE C-512 CONSTRUCTION DETAILS - SITE LANDSCAPE: L 101 OVERALL PLANTING PLAN L 102 PLANTING PLAN "A' L 103 PLANTING PLAN "B" L 104 PLANTING PLAN "C" L 105 PLANTING PLAN "D" L 106 PLANTING PLAN "E" L 107 PLANTING PLAN "F" L 108 PLANTING SCHEDULE L 109 PLANTING DETAILS L 110 PLANTING NOTES & SPECIFICATIONS L 111 PLANTING NOTES & SPECIFICATIONS L 112 OVERALL IRRIGATION PLAN L 113 IRRIGATION NOTES & SPECIFICATIONS ELECTRICAL: - E001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS E100 ELECTRICAL - SITE DEMO PLAN ES101 ELECTRICAL - SITE NEW PLAN ES102 ELECTRICAL - SITE LIGHTING E400 ENLARGED PLANS E402 DETAILS/SECTIONS TELECOM: T1.00 TELECOMMUNICATIONS SITE PLAN 04,CU10, 20,C31,CU302,L101;L104,L105,L108 I ADEQUACY CLAUSE:- RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH C� -flay" 1 - U� Know what bIOW. Callbefom youdig. 8 THE ENGINEER WHO PREPARED THEM. IN ACCEPTING THESE PLANS, THE CITY OF COLLEGE ^� DRAWING TITLE STATION MUST RELY UPON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. v ER SHEET --10 REVIEWED JOEL R. BOCK, P.E. CMAP[JANCE JACOBS PROJECT NUMBER -Ir8W96852 TDSHS PROJECT NUMBER 11161 LICENSED PROFESSIONAL ENGINEER NO. 98441 I DRAWING NUMBER JACOBS FEB 0 2 201'� J'1 2705 BEE CAVE ROAD, SUITE 300 REVISION REVISION DESCRIPTION CITY APPROVAL DATE AUSTIN, TEXAS 78746 DATE i CUL�L IONNUMBER C-000. r j I I . (512) 314-3135 FAX DEVELOPMENT SE�i1! CES PLAT FILED: d3 12RINT DATE January 18, 2012 7 6 5 4 3 2. 1 �� PUBL' 24' P.U.E. & ACCESS EASEMENT 0 - R ,05 258 HAY BALE (TYP.). REFERENCE CONSTRUCTION DETA ILS LT OALTHCARIE EROSION CONTROLS p 287 \ \ �?r�ry 'qi c / B. Ito, 5, \ `�\? SILT FENCE. REFERENCE -\�< ONSTRUCTION DETAILS EROSION CONTROLS STORM SEWER EASEMENT HAY BALE (TYP.). 'REFERENCE VOL 10179, PC. 50 CONSTRUCTION DETAILS 'Iwo EROSION CONTROLS \ `� �'��, :. \ \� ROCK BERM. REFERENCE] CONSTRUCTION DETAILS \ �� 2 LOT ?S EROSION CONTROLS \LOT SCO & YM HEALTH RE \ VOL SDI ON 179. 50 : _ _�r To 1 SIR l —SommN Is _wm I or Mil I F. 4-91 Ira ROSSI F -In D �, wn.- MAIM '#ir' t �e` �� %ALI • �y%• �___ ;;'- ;.:,\mil �,� ;, �\ \���►�` .:', .� . ffm -ILSIonce Olga* x MON K VA * 10xw_W1l 0:11IIIIIIIIIIIIIII rN 1911ii,W111JORK014 oill V, PAP 1% 0 \ \ '', , '.: • � ., \�� - . r, �.I,l/ : � ` � � • ; ..� �► _ /.�►"� ....•-- =.`fir,.. K••:. )11,:g Nklizi IN 1 '* Q , / 111 LOT I • SCOTT& VOLOCK MITE NEAL—— u� VOL 10179. PC. So PI 41 5 4 CITY OF COLLEGE MGHT OF WA AGREEMENT VOL O2 PG. 323 GROUND -- NOONED BREAKER 20' pUBUC TYEASEMENT VOL 15, PUBLIC RI T-OF-WAY O.PR.Bf:L STABILIZED CONSTRUCTION ENTRANCE REFERENCE CONSTRUCTION DETAILS. — EROSION CONTROLS foal PUBLIC�C S M T B" VOL:FT..� .1.0 3 L \,SCoTT& '\V.L 'n'....p."S7 TREE PROTECTION. REFERENCE CONSTRUCTION DETAILS EROSION CONTROLS C3 JX 47. 1h m clx 4. n 8L 577 HEA SUB 3 TREE PROTECTION. REFERENCE CONSTRUCTION DETAILS EROSION CONTROLS '0 PUBLIC A VOL 10179- ROAD R ROLL —FOR INITIAL EROSION CONTROL. REFERENCE CONSTRUCTION ULIAILS EROSION -CONTROLS Ilk AREA .,e TREE PROTECTION. REFERENCE CONSTRUCTION DETAILS EROSION CONTROLS CONTRACTOR TO INSTALL TREE PROTECTION AS NEEDED .AT EDGE OF WORK AREA. REFERENCE CONSTRUCTION -DETAILS EROSION CONTROLS - TREE PROTECTION.- REFERENCE CONSTRUCTION DETAILS EROSION CONTROLS SM - Z 7: N SILT, FENCE. REFERENC TREE PROTECTION.' REFERENCE CONSTRUCTION DETAILS CONSTRUCTION DETAILS X EROSION CONTROLS EROSION CONTROLS rol 2 SCOTT & WHITE MEMORIAL • HOSPITAL' SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS H SCOTT & WHITE. HOSPITAL COLLEGE STATION, TX AM TEXAS REGISTRATION #F-2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 O�0N MAYI'A$ ARCHITECTS, I�C. OWNER: SCOTT & WHITE MEMORIAL 484239-8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98"1 612-314-3100 JACOBS ENGINEERING .2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT: BOB A. LUNDEEN, AIA .817-735-7026' JACOBS ENGINEERING 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - P ID - ORDINANCE #2010-3300 LEGAL DESCRIPTION: LOT I BLOCK 1 SCOTT & WHITE HEALTHCARE SUBDPASION SUBMITTAL DATE: JUNE 13,2011 E ISSUED FOR REVISION DATE GENERAL REVISIONS TO CLINIC 1 .01/1812012 .N 0 60' 120' 2401 SCALE: 1" 120' 20'P.V.E \ A 84T 79 SO .......................... \ \\ •n m� tit` yi J� QO' / 2� - / ... JOEL R BOCK Know whaty, b10 u►� ��•..< �,, call before you dig. —� KEY. PLAN: LEGEND PROPERTY BOUNDARY EXISTING CONTOUR PROPOSED CONTOUR' FIR -FIBER ROLL LIMITS OF CONSTRUCTION TP TREE PROTECTION FENCING RB ROCK BERM Is] V"k B HB HAY BALE PROPOSED STABILIZED CONSTRUCTION ENTRANCE DRAWING TITLE CONSTRUCTION STAGING AND EROSION/SEDIMENTATION" TEMPORARY SPOILS AREA CONTROL PLAN INLET PROTECTION (IP) JACOBS PROJECT NUMBER IF8W96852 TDSHS PROJECT NUMBER 11161 EXISTING TREE/TREE CLUSTER 0.0 'A' DRAWING NUMBER CANOPY C-1 O 1 10 9 tv SCOTT & WHITE MEMORIAL HOSPITAL r. ORR. • • FT":. t n� ii� -, ,. ,/' -, - i�•y _ .' c.. � � . �tl�l •��• tic . �L �t� .{ ;�Ix - tiil•r $� i �i '\ �•n'V'1�2�►i`/ : ,., I • �,.. •��-- '+-. ,.,,. _-_:,:s._- ,. 4� ■ • • ' t. '1 Is .4+. s ri - , FOUNDATIONSRINDLEY RIGHT r ..�-yam- ._ •.__.. mac- . �2fR�..---+-.. �/% i ��� tf t 4 '-i-•�_� '- -- _ _ - t • OFVOL 402 i xi J1 L ..rl � r— OJ _ •...� 1,4 • / J\ • ////////��fJ'- •� ,�, •~ ' :� .�,. ,4� _- ., Y tFI c ,tGY • ' v • .Inro 6 • • •• ,•illgl/T , _n•—��r ,."'+�.- GIlr�"'l��i:• �' , ��a'�sL •-.��• • • ;F-',,r.:., ,ri. 'a • ,�?'- • '�° • •. 1• '!'11 •• �'•! �!w-srwa_ .---�-- .l_ {�,�•. - _ ter^'-=�syr7P� , �wrr_=- . - •. w•ar' •ea.. i : , . . . _ 3iitc. �t = -•--_ , ----,.*tea;, :�.�a _ _ • • ./ ,,' / ■ 13., . • I • OSCOTT & WHITE HOSPITAL Mot .P.R.B.C.T. / ; , , -• . .r, !��__.,..�a� "1i.�_.� ate•..-, y,�. ,b, L!N.....C. ai. . K. . • —�•+.- ^�i�=•x,� OLLEGE STATION, am . ,rJ • i r i rr d1- —gillLOT 2-BLOCK 1 -2966 ZONING PDD .2705 BEE CAVE ROAD, SUITE 300- • 'floo� IN *---ARCH TE r 1 'I '• • 'rr 4 I • •• ;./ I �'� OWNER: 484-238-8982 SCOTT & WHITE MEMORIAL 2400 S. 31ST STREET TEMPLE, TEXAS 76508 • I JOEL M BOCK,#98,01 512-314-3100 JACOBS ENGINEERING* 2765 BEE CAVE ROAD, SUITE 300 BOB A. LUNDEEN, AIA 817-735-7026 i %an.. N W01 777 MAIN STREET FORT WORTH, TEXAS 76102 PDD ORDINANCE #2010-3300 ZONING Mm LEGAL DESCRIPTION: LOT I BLOCK I & WHITE HEALTHCARE SUBDIVISION %... '�• ,: - : �,; �� !tom ���' �`��,, . - ,_—�,. DATE:SUBMITTAL i . ■ •+. ' �1�1 ri 4 .� day. I w` lam% ♦ • 1i'� �� , \ ■ d : '!�:�r �t♦� ` ' /r ��` 1� I, / • 4. ISSUED FOR• N 61111 GENERAL REVISIONS TO CLINIC la _ • ♦ ? / „ III■ tip • ► • - • _��' r� . t► n'. `. .6 y �� _ �y�,l►,t+; �a Lm , .. ���� .� .tom � � q�j 4,�i ` ••�. ► .� - 1 'p _,, ; !.� i ,.. ■i �,�, .,•�• . s`� .� � w ,. , l ,rw��V C1® `.�. -� , � Q f 1,!►I' ~!!�'Ia ME LOT I -BLOCK 6 OR t • \ � i all i�� • , �1\ ` � t I � , 1i��� : F. �FT[ ,'t�.', ' • ;, ,./� �.�\\ ' � • • � t'' � ' ' �� � N -, . i / / - `\ ,'its! ?. p,��♦ ii, �+.. ; ^;A^ t ♦�/ ♦ •FjMv % '\,I� ' `le- .•J� Q.. �.. i' q �' - 4`` - _ �I I,.•�i. ��� � .,w • •j---..__Rr—st/�rIR .``/�IrO� •„P '—�' . • •w r r�� �I 0� ,��li .r,. .+, �•�� ING WR � vo\ 06 111.4 wa / / • - . . ; : . - • 1 � .� 1� aate�, a `i •��� _ �,O�rj - 7.,r' �, � r •�� �•� ✓ 1�ir !f�!�+' /\ • • - • - 1 / • - - • - • - • .y .:r���l'�. L + �� O� • i • • �.� 1�1�1+ 3 cln,!��, �_ i ''/ / .�� 4�A • BOCK owl �0. *. < .. ez�',% r-5.79 ACRES N 01 IN ZONING - A-P ♦ \ ♦,-7!"'SIR., /• •'r • �/ /��� �,i,:,`WNER-BRIAN PERRY RN 1 I ' • ' • 1 r �« \ ''',\ :,�J4 �'+-:��.♦ .fit• 1''r�'' .Ii 'a ,�1 9. PEDESTRIAN WALKWAYS WITHIN PARKING LOT ARM SHALL BE CLEARL •'•�.� �, � sir- � / � `\\{�a��l,�! STAMPED01 IFA' ZONING - PDD REVIEWED FOR Y DESIGNATED USING DYED CONCRETE�/•� _ • • / '�' �'.�.? ,1111�+ �'' _ ♦ 'Sib. ..-' "�'-.--..—�..�..c.�C L / �:`Tf�`�' .s" • r • • • • • �"D�-,�; t� ., ;'..�x; =":: \\�,;;;i'�\\\�;��".r-�"`.. ",•..•,�.'a�.•� ��/ -;'"..w. ow 1 • / 1 • \ �i \ \ ►`<7 ���/,►ii%�.lr! :q7; ��� u--•'a-� �'.., ._ ' . Y a= ��/ -',�'i�•►� IMPACT FEE AREA. FIRE HYD 11. ALL ROOF AND GROUND —MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED 9�', FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM, ANY PUBLIC • • - RESIDENTIAL DISTRICT WITHIN 150 PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT PROJECTED CONE OF LIGHT DOES. NOT CROSS ANY PROPERTY LINE. �:�-'''�� '._'ez-....+� �"""""="+..�--'_ems` ��►_•.,... �` ,• /%/ RIGHT — MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT wwo, LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE �/. SUPPRESSION13. ALL FIRE • / ON ISOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM, SUPPLY THE �► ��� LOCKABI F LIDSAPPROVED BY THE COLLEGE• DIRECTOR • - HIS DESIGNEE.14. BUILDING PLOT IS LOT 1 BLOCK 1 OF THE SCOTT WHITE HEALTHCARE i 7 WATER DEMANDS GPM MA,XEVIOlY.I 520 MI1P" 390 AVFdtAGE 455 TEXAS. FEB 0 2 20 iV ZONING INFORMATION:. CULLC II o,; ION THE PDD ZONING FOR THE SITE WAS APPROVED DEVELOPMENT SERVICES UNDER ORDINANCE #2010-3300. PLAT FLED. i ZACCESS SEMENT VOLASTEWATER SWITCHGEARS, u ns, PG. so `` �, ,� � ••\� �' `�,� DEMANDS BUILDING DATA DRAWING TITLE DRIVE N� '��° GPM GROSS PROPOSED MECHANICAL 24 P.U.E. & PUsLI ACCESS EASErnEtSi�i2�n°''" EQUIPMENT VOL. 1017s, PG. 5� ,o�o� \ mar o _/ 97\,R`�$ MA�"�"` 330. SQUARE Height USE FOOTAGE Type Sprinkled OVERALL SITE PLAN O.R.B C.T. �\ \ c: Hospital 367,W1 sf 96' IA Yes Clinic 150,000 sf 6T 11A Yes TDSHS NUMBER PARKING DATA JACOBS PROJECT NUMBER PROJECT 288 1 F8W96852 11161 _ � � � .� PARKING TYPE USE AREA RATIO SPACES SPACES REQUIRFA PROVIDED . DRAWING NUMBER LOT 1-BLOCK 4 '. � ' h� ZONING.- PDD de � � 61.48 ACRES Standard Hospital 143 Beds 2/BM 286 525 . CS101 OWNER SCOTT & WHITE 287 �� �^ m ZONING - A-0 Standard Clinic 150-000 •8:200 ft 600 624 sTo. OWNER M.D WHEELER LTD. Accessible 12 56 0-�'b / / - M TOTAL: 898 1,205 PRINT DATE January18, 2012 6 5 4 .3. z B� .,yratun A 10 g g 7 6 - 5 4 3 2 � MATCHLINE - CS102 MATCHLINE ■ CS102wwwwwwwwwwwwwwwwwww�wwwwwwwwwwwww wwwww.�, ww ww�www ww www wwww?ww wwwwwwww�www wwwww�wwwwwwww w�wwwwwwwwww w wwww �wwwwwww wwwww-www � LEGEND 12-I . LOT 1 i o SCOTT & WHITE MEMORIAL REF. SUBDIVISIONPLANS / / s� °y ?9� / . 1 ~ HOSPITAL / BLOCK 1 \ - - - PROPERTY BOUNDARY o�/ � :SCOTT• &WHITE HEALTHCARE ' 1 V H - - - - - - - - EASEMENT OR SETBACK ^ry`'?96 PROPOSED 4 X4 AREA INLET \ SUBDIVISION 1 ® SCOTT, SHERWOOD AND / ,`(� \ / � VOL.- 10179, PG. 50 i BRINDLEY FOUNDATIONS . ACCESSIBLE ROUTE / \ / a' z / / / cJ � O.R.B.C.T. \ \ PROPOSED 1 CURB \ \ / , 48-INCH STORM LINE 1 R. AND GUTTER - rn �• ` \, -�� 1 � � . . MONOLITHIC CURB N j \ PROPOSED 24 INCH STORM LINE , ,\ o - ACCESSIBLE RAMP // / cp o \ 1 SCOTT & WHITE HOSPITAL ACCESSIBLE RAMP TYPE 1 �o� ` `o REFERENCE CONSTRUCTION 1 \ COLLEGE STATION..TX • BOLLARD / / - RETAINING WALL sue" / // 296j'� DETAILS -SITE. , 15' COMMON AREA o . 10179, PG. 5Q `C `�;°�,�0 1 OO STORM SEWER MANHOLE ^ry 29� // /, / / PROPOSED CROSSWALK , O.R.B.C.T. �•�9tiAM --�= WASTEWATER LINE REFERENCE 'CONSTRUCTION ` �. / co DETAILS - SITE Qo PROPOSED WASTEWATER MANHOLE / / REFERENCE CONSTRUCTION / 9a� \ \ 1 TEXAS REGISTRATION #F 2966 miip Q EXISTING WASTEWATER MANHOLE / DETAILS -SITE. /'" ' ACCESSIBLE RAMP TYPE 2 \ , �_ 1 2708 BEE CAVE ROAD, SUITE 300 OHU EXISTING OVERHEAD UTILITY / REFERENCE CONSTRUCTION \ , I 1 AUSTIN, TEXAS 78746 �- EXISTING UTILITY POLE / / / / A7HER • / o DETAILS - SITE. G co / / / / / ACCESSIBLE RAMP . TYP / . N 0.O __ _ O + \ 1 WASTEWATER CLEAN OUT / / E 3 / R� i /`^ 1 MOON-- MAYORAS REFERENCE CONSTRUCTION / �'C �0 1 MONOLITHIC CURB (TYP.) \ \ 1 G -� FIRE HYDRANT DETAILS - SITE. ��`'. 0 1 REFERENCE CONSTRUCTION , 1 ARCHITECTS, INC. WATER VALVE / / 2g / t�74 �N o DETAILS - SITE. \ \ WATER / / �. � st. t9 L o N o RAISED ISLAND TYP. 1 im 0 o I \ OWNER: R METER / . MONOLITHIC CURB (TYP.) / 374.5 , WL WATER LINE / / REFERENCE CONSTRUCTION / I 'f'� \ 4 st. �- \ N \ p0 o SCOTT & WHITE MEMORIAL 8-8982 WL - - FIRE HYDRANT ASSEMBLY / / / DETAILS --SITE. / � �0• 374.54 st \o��,,QQ1 `� I \ 2400S.31ST 'A �•C`' 1 2400 S. 31ST STREET / /, / /.00' 3. r- �?'0 TEMPLE, TEXAS 76508 • �T TRANSFORMER / M cv ( )--�-�,,� 23.00' �j.A � �u, �O• � Oo �, 1 • ACCESSIBLE RAMP TYPE 2 / rn I--�'_� ? J /' •0 ,�O. 1 0 / ENGINEER: -sso EXISTING CONTOUR N ��lmP•�{ ') Yp. 23.00 J 3�4.54 s , ` boo. I 1 JOEL R. BOCK, P.E. #98441 --.-- sso PROPOSED CONTOUR % j / REFERENCE CONSTRUCTION / J N PROPOSED 10 CURB {HEFT c� ) {TY (TYP,) r 1 JOEL R. BOCK, DETAILS - SITE. / st. 100 STORM DRAIN JUNCTION BOX / / (TYp, 23.00',�0• ,A 374. ' ❑ DRAINAGE INLET / / / of '�� \ N , ') {1'yp• �+ �• p 1 JACOBS ENGINEERING ) %P,). 30.00' _l �,p , ,p I 2705 BEE CAVE ROAD, SUITE 300 6 \ {TYP,) 24.000 3 AusTIN, TEXAS 78746 - � CURB INLET / • •"' / N \ {�.) 7YPmok 00' � 00. I 1 w �. w w ... w w STORM SEWER LINE �`' / / / ��� / / / • • 2 w O { •) (TYP,) {71'P,) J ; ARCHITECT: FIRE LANE MARKINGS / ,� 1/05•66 o a (TYP,) 23.00 BOB A. LUNDEEN , AIA •p•) 817 735 7026 \ CANOPY N �- /, PROPOSED 5' CURB INLET o PROPOSED 24-INCH STORM LINE ' {rn'•) {Typ,) i JACOBS ENGINEERING 6 00 ,00 1 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT &WHITE SITE - 37.12 ACRES o EXISTING TREE �''� / �- �..- � + 423.87 st � � � ` 1 _ _ ` N 1 ZONING - PDD - ORDINANCE #2010.3300 , 7882 FIRE DRANT ` . oo -_ / ` M M 1 41 LEGAL DESCRIPTION: REF. SUBDIVISION PLANS / s 634 ® PROPOSED CROSSWALK �-• ,' ' o CROSSWALK 296 v' � _ � LOT 1 BLOCK 1 / / / 297 `s REFERENCE CONSTRUCTION o PROPOSED CROSSWALK- \ I 1 1 SCOTT & WHITE HEALTHCARE SUBDIVISION . 298 2 ' DETAILS - SITE o REFERENCE CONSTRUCTION VEGETATED DRIVE �y�, / / 98 DETAILS SITE �, 2� ` 1 SUBMITTAL / PROP i 8-IN LINE DATE: i / OSED CH STORM 2 ' \ JUNE 13, 2011 . + RAISED ISLAND TYP. _ ww�w i / / �� \ PROPOSED 24-INCH STORM LINE c 2� 1 ISSUED FOR REVISION DATE / PROPOSED 5' CURB INLET 29 �"''--- PROPOSED 18-INCH STORM LINE E '00� 'S Q M \ 'O \ 0 1 \ ` GENERAL REVISIONS TO CLINIC 1 01/18/2012 �u,'0 moo° o' N 4$ 9,868.3d sf. PROPOSED 10' CURB INLET Q, �� ___ �-- \ a ^� o�' \ •20 st. \ ` MONOLITHIC CURB (TYP.) REFERENCE . CONSTRUCTION 23 PU LI ESS EA EMENT 10179, PG. 0 MONOLITHIC CURB (TYP.) ` DETAILS - SITE. '1 QQ'a Q' ��� REFERENCE CONSTRUCTION rn \ �� \ PROPOSED O.R. .C.T. / 1 oG0/1 - `6 / DETAILS - SITE. \ o ,�� o 5 CONCRETE SIDEWALK (TYP.). / 3 N ,� s \ o REFERENCE CONSTRUCTION �� ( FIRE HYDRANT , , 01 o ;,,0 DETAILS .- SITE rn , ��♦ LIMIT OF / /�__ •- 1 9. 0' N vi �ti♦ LOT 1 BLOCK 1 / _/ ,-�� \ ,n ♦j RAISED ISLAND TYP. I' o i / / / .\ cv r0.o�. r-o0. ACCESSIBLE' RAMP TYPE 1 ` 6, �1 /� / ;J o• Q-,� a, REFERENCE CONSTRUCTION 1 0 l N Q' / 30 ♦� 1 ���' �,�" • / / a �e��Ay� �` \ �' `'' ;\ DETAILS - SITE. \ .0 6 \ ,�o -� ( 12-INCH WATER LINE / 1 \ s 29 Q� i ti�j i 1 N \ s� 532.09 st. .aw. �.wwwww. \ 8-INCH WASTEWATER i ♦ , WASTEWATER MANHOLE 598. t / ♦ 1 I 9. 0, ol ACCESSIBLE PARKING \sue \ o• REFERENCE CONSTRUCTION DETAILS - SITE. / / / Fr�A�' G�• j0 00 -� o \ �o o, o PROPOSED �• o �/ i �ti j '� 1 'o '�,��\ `�• �� moo' 24-INCH STORM LINE ♦ a 1 / / A, ,�, �o• �`. cv RAISED ISLAND TYP. o \ s i /I/ , MONOLITHIC CURB IYP.) 1 1 0 15 30 60 . PROPOSED 10' . CURB INLET �- ♦ RIBBON CURB (TYP.) / REFERENCE CONSTRUCTION �2� % REF. -CONSTRUCTION ' / y ,� \ DETAILS -SITE. � ` / / ♦ / 1 SCALE:1" = 30' ai \ WASTEWATER MANHOLE so.3S / DETAILS - SITE. ACCESSIBLE RAMP TYPE 1 �� e°• ��. ♦� ` 10 CURB TRANSITION 'CE rF�"1 / �, N \ REFERENCE CONSTRUCTION �° �0 9e� �`L ♦ i 1 y,�P•,,......,,•.�9��i C 3� \ �\ �s Jg off. / ♦� REFERENCE CONSTRUCTION 9• ° \ \\ DETAILS -SITE. ti� e ,� �'` DETAILS -SITE ..................... O O 1• `L O m,� �\ o / �, �' 8-BIKE RACKS % JOEL R BOCK' 5 \ PROPOSED CROSSWALK o /....;.. / \ r�'000, p0 o REFERENCE CONSTRUCTION Q^' / /�� REF. CONSTRUCTION / // .•1.• �,% l M RI' , \ *� DETAILS SITE. ( °u'•.<� �'�� g 2 . _ _ ;� `� ' c� \ 00 DETAILS -SITE O 0 ` 1 ,� Fs'•NS•�.••Q��'� O `�• . \ + . / � ♦ � 5' CONCRETE SIDEWALK1 �l\� �olvAl. E, - • o FIRE HYDRANT O \ �� ♦ (TYP.) i \�����•o• + p i I REFERENCE CONSTRUCTION DETAILS - SITE 1 KEY PLAN: 9. 0 �j \ `. + y ♦ ,o -� ACCESSIBLE RAMP TYPE 1 i / �?po, 1 p i �' j , • ' REFERENCE CONSTRUCTION DETAILS -SITE. ` 1 PROPOSED 24-INCH STORM LINE 23.00' \. \ ;p, �t`� �/ / i `Z� i,� 10-INCH PVC LINE REFERENCE MEP PLANS \ L WITH PLUG. .2' BOC o \ \ pl W y PROPOSED 10' CURB INLET ►� � . \ i �- HEEL STOPS (TYP.) CL�C 1 � � • � �+ \\ \ ` 5p0\ �, /� � • • 'O � REFERENCE CONSTRUCTION DETAILS SITE. - 1 B N 8,934.61 '7 ^ \ ti \ 2 \ PROPOSED 36-INCH STORM LINE ti FIRE LANE\ \ .00 B / y PROPOSE - $--INCH PVC LINE 1 U. LOT 1 / \ / Grs• , ` D 12 INCH AREA DRAIN REFERENCE MEP PLANS 1 0 . ,n cam,PROPOSED 30-INCH STORM LINE \ -- ��0� � � PROPOSED 12-INCH STORM LINE \ "' BLOCK 1 rn � 9. p / / ii SCOTT &WHITE HEALTHCARE `V rn N - � � `•-- �- � / � �\ j / \` �� PROPOSED 3'xi 0' STORM \ 1 SUBDIVISION ``' j0 „oo'� •) / / F 1 w A 'o ,� M 1 � / / `Lo /\ t � �� ♦ � • • � JUNCTION BOX Z \ VOL. 10179, PG. 50 .o o. O.R.B.C.T. N . J �. N PROPOSED REFERENCE CONSTRUCTION 1 0 j i i. \ ` �` p 1. i \ 24-INCH STORM LINE DETAILS - SITE. / / M ' / � ♦ �� �s� � � PROPOSED 12-INCH STORM .LINE - / 3 � � ,► ` E` ♦ 8-INCH WASTEWATER .00 ��,y ( ACCESSIBLE RAMP TYPE 1 1 DRAWING TITLE + , / '/♦� REFERENCE CONSTRUCTION DETAILS - SITE. 1 n n ww.www� w wwww'w� w /Yiir� ��'&O'go iw • ww�w�wwwwwww w.wwwwwwwww w w w•iIi w w ww w w w w� ww w �i � Lw ww i�w w � wwww w1�ww MATCHLINE - CS106 N - I E PLA C MATCHLINE - CS106 �.xa GENERAL NOTES: 6. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS AT. EACH LOCATION WHERE THE SIDEWALK INTERSECTS OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE THE DRIVEWAYS OR PUBLIC RIGHT-OF-WAYS PER DETAIL PROVIDED. COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO .MAINTAIN A -UNIFIED APPEARANCE. REVIEWED F®� REVIEWED FOR 1. A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY. �. r .•. - ® JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER}) A7. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND APPURTENANCES AS CALLED OUT ON- THE 12. .EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7:10 OF THE UNIFIED F �011/1C" LANCE COMPI, ICE F8W96852 11161 2. ADEQUATE BARRIERS BETWEEN ALL VEHICULAR USE AREAS AND ADJACENT LANDSCAPE AREAS, SUCH AS A 6' APPROVED SITE PLAN. DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO CONCRETE CURB ARE REQUIRED. FIXTURE SHALL DIRECTLY -PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER C3 REOUIREC` DRAWING NUMBER B.' MINIMUM VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS SHALL BE 14'-0". THAT THE PROJECTED CONE OF LIGHT DOES . NOT CROSS ANY PROPERTY LINE. FEB Q Z�� 2 FEB 3. REFERENCE GENERAL NOTES SHEETS FOR SITE PLAN NOTES. r� O 2011 9. PEDESTRIAN WALKWAYS WITHIN PARKING LOT AREAS SHALL BE CLEARLY DESIGNATED USING STAMPED DYED 13. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE CIMS ISOLATION VALVE. THE E ,•2` 4. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. CONCRETE PATTERN WITH AN INTEGRAL COLOR, PER'SITE CONSTRUCTION DETAIL LOCKABLE LID SHALL, AT A MINIMUM, SUPPLY THE EQUIVALENT PROTECTION AS THE AMPRO USA, LL562 COLLEGE STATION C�L�-i:.�+L �r;.,� IJN CS1.04 LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL -BE APPROVED BY THE COLLEGE STATION UTILITIES. ENGINEERING DEVELOPMENT SERVICES 5. .CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR 10. SCOTT AND WHITE HEALTHCARE -SUBDIVISION PLAT .LIES WITHIN THE RAREFY WATER IMPACT FEE AREA. � DIRECTOR OR HIS DESIGNEE. � +4 � _ SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER THAN 2X AND RUNNING SLOPES ARE NO GREATER hrt�,•{• ,�;,� ~ aI� ^'� t, PLAT FILED: THAN 5% IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION, PRIOR TO 11. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED 14. BUILDING PLOT IS LOT 1 BLOCK 1 OF THE SCOTT &WHITE HEALTHCARE SUBDMSION. CASTING CONCRETE. SO AS NOT TO BE VISIBLE FROM ANY. PUBLIC RIGHT-OF-WAY OR RFSInFNTIAi nISTRICT wrmw i -n =T - • - .� PRwT nATR 10 9 8 7 6 5 4' 3 2 1 MATCHLINE - CS103 MATCHLINE - CS103 �w www w� wwwwww.wwwwwwwwwwwwwwwwwwwwww � wwww7w.w w w�ww w wwwwww�www ww.wwwwwwww�wwwwwwwwww� wwww wwwww.�wwww.wwww�wwwwwww•wwwwwww.wwwwwwwwwwww� � .• LOT 2 BLOCK 1 / 8-INCH WASTEWATER LINE \ \ v i \SCOTT HITHEALTHCARE / �� ��\ ` \ \ \ SCOTT & WHINE MEMORIAL i \ 4- SUBDIVISION 5 STORM DRAIN MANHOLE ' \ VOL. 10179, PG. 50 � ♦ ♦ � \ HOSPITAL o \ ® SCOTT, SHERWOOD AND \ BRINDLEY FOUNDATIONS f -{ Z j `�..� ' . O.R.B.C.T. 18-INCH RCP STORM LINE p / ` , f H \ LEGEND Y� 4' WASTEWATER MANHOLE ^ 1 1 i �1 M ♦ / , / / I 1 '1 / ♦ 1 23 P)/1BLIC ACCESS EASEMENT \ VOL. 10179, PG. 50 \ PROPERTY BOUNDARY i l o.R.B.C.T. \-----== SCOTT & WHITE HOSPITAL 5 CONCRETE SIDEWALK (TYP.). EASEMENT OR SETBACK 48-INCH STORM LINE REFERENCE CONSTRUCTION / M,' �� % \ \ ACCESSIBLE ROUTE COLLEGE STATION, TX i \I DETAILS - SITE f �M / c R30.0 oo CURB AND GUTTER 1 \ 4'XT STORM JUNCTION BOX / ,�� � '.. `.'- - -r .. ,hQ , � : � "-�-� \ MONOLITHIC CURB _ mooch � 1 I \ MONOLITHIC CURB f ,/ J ♦ / ACCESSIBLE RAMP BOLLARD TEXAS REGISTRATION #F 2966 i REFERENCE CONSTRUCTION / "�� 3 I o 4 `♦ ��, / 2705 BEE CAVE ROADS SUITE o I DETAILS •- SITE. ,� ♦ ♦ U 300 i \ o� 3, '� x ♦ ♦ / . \ RETAINING WALL AUSTIN, TEXAS 78746 ro, 2 ♦ ♦ �� o 0 STORM SEWER MANHOLE ACCESSIBLE RAMP TYPE -2 o� �/ ♦ ♦ , o / WASTEWATER LINE MOON •MAYOR.As♦ ♦ REFERENCE CONSTRUCTION.%j 3i 3�4 ♦/�o PROPOSED WASTEWATER MANHOLE ARCHITECT$INC_ DETAILS -SITE./ \ , ♦ ♦ ♦ e EXISTING. WASTEWATER MANHOLE ,310 ' , MONOLITHIC CURB `♦ \ FIRE LANE / oHu EXISTING OVERHEAD UTILITY OWNER:. 8-INCH WASTEWATER LINE — EXISTING UTILITY POLE SCOTT & WHITE MEMORIAL of REFERENCE CONSTRUCTION _ __ 484238-8982 i '�'. \ •/ 309 , DETAILS - SITE. ,♦ LIMIT OF LOT 3 / Co WASTEWATER CLEAN OUT 2400 S. 31ST STREET \ 4' ` ♦♦--- ' ♦ LOT 1 BLOCK 1 BLOCK 1 / TEMPLE, TEXAS 76508 ,_..--- SCOTT SUBDIVISIOWHITE HEALTHCARE' o ENGINEER: - i \ 30g � 3 UBLIC AC SS EAS�M T �---- ___..--" ♦ ♦ \ / -¢ FIRE HYDRANT L. 10179, PG. 501 / ♦� VOL. l 0�j �9; PG. 50 WATER VALVE JOEL R. BOCK, P.E. #98441 i M \ 07 / O.R.B.C. \ Ia WATER METER LOT. 1 3� / 12 ♦ \ cAo __-- �--—O.R.B.C.T. w� WATER LINE 512-314-3100 " BOCK 1 2 � . r-- JACOBS ENGINEERING 4 WASTEWATER MANHOLE 306 I / ♦ ♦ / �- FIRE HYDRANT ASSEMBLY 2705 BEE CAVE ROAD, SUITE 300 i SCOTT & ITE HEA( IH6AR ♦ AUSTIN, TEXAS 78746 SUB SIGN ♦ ♦ Q TRANSFORMER 3 , ♦ ♦ ./ _- ARCHITECT: VOL. 10179, � _ � ..——sso--- EXISTING CONTOUR O.R..C.T. 50 ♦ ♦ \ ' ' ` BOB A. LUNDEEN AIA i ` ry t _-------- s3o —' PROPOSED CONTOUR i \ 26 ,30� �/ ACCESSIBLE RAMP TYPE 1 ♦♦ ♦ � ® STORM DRAIN JUNCTION Box JACO 5 EN 0 JACOBS ENGINEERING 777 MAIN STREET REFERENCE CONSTRUCTION DETAILS SITE. 11 i �♦ ' ' \ . � DRAINAGE. INLET FORT WORTH, TEXAS 76102 i RIBBON CURB (TYP.) _ ' 5 CONCRETE SIDEWALK (TYP.). i REF. CONSTRUCTION PROPOSED 48-INCH STORM LINE REFERENCE CONSTRUCTION �J ♦ /' LO CURB INLET 1 DETAILS - SITE. 3 / i ' PRO DETAILS -SITE f., ..--' '' ♦` ♦♦ \ ACCESSIBLE RAMP TYPE 1 / / STORM SEWER LINE SCOTT S WHITE SITE - 37.12 ACRES ' POSED 10 X10 STORM JUNCTION BOX REFERENCE CONSTRUCTION ZONING - PDD - ORDINANCE #2010-3300 i 5a% 1109 ♦ ♦ DETAILS - .SITE. �-- -'' FIRE LANE MARKINGS • MONOLITHIC CURB PROPOSED CROSSWALK • / PROPOSED 2 X2 AREA INLETREFERENCE CONSTRUCTION \ CANOPY LEGAL DESCRIPTION: i 00 _ _ _ ____ REFERENCE CONSTRUCTION = LOT 1 BLOCK 1 PROPOSED 18-INCH STORM LINE DETAILS - SITE. DETAILS - SITE 3ro ♦ SCOTT & WHITE HEALTHCARE SUBDIVISION R25i so. i y oCo PROPOSED 3'X8' RCBC o8 —"` r ♦ \ MONOLITHIC CURB o EXISTING TREE SUBMITTAL DATE: WHEEL' STOPS (TYP.) � REFERENCE CONSTRUCTION � JUNE 13, 2011 �\\ " REFERENCE CONSTRUCTION o 7882 E ?� -'► \ ♦ 3 WATER METER DETAILS - SITE. °• I ♦ \ r DETAILS - SITE. i � � � '� � \ � •\ ♦♦ 8-INCH WATER LINE �.o • ' ' \ -'' /♦ � �7.� CROSSWALK ISSUED FOR REVISION DATE E � ACCESSIBLE RAMP TYPE 1 GENERAL REVISIONS TO CLINIC 1 01118/2012 �\ � .. � 3 � ' 0 , . ♦ ♦♦ 8-INCH WATER LINE REFERENCE CONSTRUCTION 11 pg DETAILS - SITE. -I p, o ♦ \ __-- VEGETATED DRIVE FIRE DEPARTMENT CONNECTION \ \ \ _ o ♦ -- RIBBON CURB (TYP.) ✓I A' 0 \\ p PROPOSED 5--FOOT CURB INLET' REF. CONSTRUCTION ♦' �� ♦ `'� �- i �,\♦. QUMPSTER LOCATION 3 DETAILS - SITE: ♦ ♦ ��♦ A°mG. \ REFERENCE CONSTRUCTION , 3 ' ♦ ♦ o \ \ �♦ o DETAILS - SITE (TYP.) ACCESSIBLE PARKING I' o ^ sI� ♦ g ♦ 9 ' 5' CONCRETE SIDEWALK .(TYP. . 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' 0 L� 1 ♦ -- ♦ \ ♦ 2'X2' AREA INLET D ♦ R3. ` ♦ \ Gl -- - 1 i PROPOSED 18-INCH STORM LINE �\ ♦, \ ♦ • . �'' , 5 ' TYP. 30Q1 .-- i PROPOSED 2'X2' ARF� ! ♦ vA REFERENCE MEP PLANS FOR \ ♦ �'- l` J 306 i 8" FIRE LINE .CONNECTION & ♦ \\ 0 gip, 1 I I I 1:::�= i i 6" FIRE DEPARTMENT CONNECTION o . \ � �� R3.00' � o ACCESSIBLE RAMP TYPE 1 SCALE: 1" = 30' � ♦ Q • ' � .... �� DEfARSNCE_S CONSTRUCTION CLIN C 2�� D - '� �. �� �� .y�°c' R3.00' ' °• $ ♦ ♦ o\ S�P�..:....?F,°1 (; i ,0 D N ♦ o c RAISED .ISLAND TYP. ti�'o�l (TYP.) �I 306 ♦ ♦♦ ♦ �' _ - — _ j *: • .: *�j� t '�`_ �03 ♦♦ JOEL R BOCK :....� D . • MONOLITHIC CURB !k 1/..........................:..../ 1 0 ♦ ♦ ACCESSIBLE RAMP TYPE 1 / / -o • • �/ Ne ___.os ♦ 98441 i R3.00 REFERENCE CONSTRUCTION •- ♦ REFERENCE CONSTRUCTION �ro '• lvw/ i 10-INCH PVC LINE ` 25.0p\ ' N� ___ DETAILS - SITE. — c,o y�. s Q , R1 `.: ♦ DETAILS - SITE. 1� �F�<�cENs,�.••o�?,�'� PROPOSED 5-FOOT ♦ :J `' ♦ ♦ .� S.Op l� s, i REFERENCE MEP PLANS o ! ` �� i' \\�aa•��►`�' i , o CURB INLET �� FIRE HYDRANT PROPOSED 3 X8 STORM JUNCTION BOX po ,) PROPOSED CROSSWALK -- i ` i • p - -' 1 ti��Ql I ♦REFERENCE CONSTRUCTION r ♦ KEY PLAN: om w .. q ACCESSIBLE RAMP TYPE 1 L o' DETAILS - SiTE i RIBBON CURB (TYP.) N c �� p0 REFERENCE CONSTRUCTION ,`yQ • $) 0 04 ♦ . REF. CONSTRUCTION Oo �.. o I 5•. \ DETAILS - SITE. L r ��� 0 i DETAILS SITE. RAISED ISLAND (TYP.) ~ O°, 0 ♦♦. \ 5' CONCRETE SIDEWALK (TYP.).� t i o s l 0 �3 yo ♦ ` ♦ \ REFERENCE CONSTRUCTION �. R3.00 O� _ �(TYP. --- -� OS ♦ ♦ DETAILS - SITE 6 i 9� P. 15 M M AR ^ I / 5' CONCRETE SIDEWALK (TYP.). Ql 3 2 V 10 9, P 50 �'� R.B.C.T. a� •. 03 cn ♦ % ' 10' CURB TRANSITION 1 REFERENCE CONSTRUCTION 30 0 oo. ♦ / REFERENCE CONSTRUCTION �(� DETAILS - SiTE \15 s . r,.� PROPOSED 3 X8 RCBC cr �� 2Fj p g� / ♦ \ j. w ; 'P DETAILS - SITE I p J • 00 ���'°` L , PROPOSED tk R3. _ �, �o ♦ \ -'', \ �� (TYP.) �o I' ��-o s� 15.00, OLITHIC CURB ell "l i •. r 2'X2' AREA IN �'cr N R25 , / o . o. •�� REFERENCE CONSTRUCTION 'ClQ o • J s. / ♦ ♦ 302 -'�� ..• !z k N 2 i 1,873. sf. .. i AO' DETAILS - SITE. 0 ` o e'er 2 PROPOSED 10-FOOT CURB INLET `�� 1 _ 10.00' / ♦ \ r S . O , °� \ �'r �'�, i ...._- --- — — — — • ' , O ` ` \ DRAWING TITLE o a R2s 00, I o�� PROPOSED 18-INCH STORM LINEQ :J _ o PROPOSED 18-INCH STORM LINE '0J 3 3 \ �'` \ �� n \ SITE PLAN D lwwwww rPwww wwwwww ww�ww '1� w i�wwwww wwww w w w wwww�w w w w w wwwwww�w w waive 'wwwwwwwww`ww ww ww�w wwww �i raw r�wwwwwwwwwww��� MATCHLINE - CS107 . ' . 1 1 I�.D N �, LOT IS OT ..1..BLO. F THE SCOTT & W TTE i�(V� GENERAL NOTES: ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT—OF—WAY OR RESIDENTIAL DISTRICT , 6. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS AT EACH LOCATION WHERE THE SIDEWALK WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH U , , . 6ZE 10 �E�A/E�X . 1. A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE RIGHT—OF—WAY. INTERSECTS THE DRIVEWAYS OR PUBLIC RIGHT—OF—WAYS PER DETAIL PROVIDED. SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A I' : < t ' .R>• + 1�� YY IG ii,X g�/qn� ® OR JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER m.es. r .st`'"�d y,m. � ®s/ MPLI :NCE A 2: ADEQUATE BARRIERS BETWEEN ALL VEHICULAR USE AREAS AND ADJACENT LANDSCAPE AREAS, SUCH AS 7. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND APPURTENANCES AS CALLED OUT ON UNIFIED APPEARANCE. �.s L �� F8W96852 11161 A.. ,... A 6" CONCRETE CURB ARE REQUIRED. THE APPROVED SITE PLAN. 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED [D RE:��IiED FEB O Z Z O DRAWING NUMBER ' DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND, FEB .O 3. REFERENCE GENERAL NOTES SHEETS FOR SITE PLAN NOTES. 8. MINIMUM VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS SHALL BE 14'-0". NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A' '"1 , 2 .ZO12 MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. COLLEGE.4.2• ..� �.'®� CULL. t iAl !(7N CS105. 4. ALLDIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 9. PEDESTRIAN WALKWAYS WITHIN PARKING LOT AREAS SHALL BE CLEARLY DESIGNATED USING STAMPED ALL FIRE SUPP ES HAVE A THE.CITYS ISOLATION 0 4- DEVELOPMENT SERVICES 5. CONTRACTOR. SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. DYED CONCRETE PATTERN WITH AN INTEGRAL COLOR, .PER SITE CONSTRUCTION .DETAIL. 13• LOCKABLE LID SHALL. ATLIA MINIMUM, SUPPLY THE EQUNALENTNPROTECTION AS THE AMPROv USA, IL562 ( •I•�' ENGINEERING PLAT FILE D: CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER THAN 2% AND RUNNING SLOPES 10. SCOTT AND WHITE HEALTHCARE. SUBDIVISION PLAT LIES WITHIN THE HARLEY WATER IMPACT FEE AREA. LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED .BY THE COLLEGE STATION UTILITIES _. -s , 4 ast� a�• ARE NO GREATER THAN 5%. IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER TNT DIRECTOR OR HIS DESIGNEE. P s FOR SOLUTION, PRIOR TO CASTING CONCRETE. 11. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR �.:.. R DASOLUTION, January 18, 2012 10 9 8 7 6 5 4 8 2 1 H Le 10 9 8 7 6 5 4 3 2 1 MATCHLINE - CS104 MATCHUNE - CS104 �� i� i� msiwmm m MMM �aT �����wa ��� •fie mmmm m mommmm sm, mm mmmm r� N 7WASTEWATER MANHOLE 1 R���,' / . / 1 \ \ PROPOSED \ , N °�° 1 /� '`�' 1 \ \ 12-INCH STORM LINE \ \ 1 I SCOTT & WHITE MEMORIAL MONOLITHIC CURB HOSPITAL REFERENCE CONSTRUCTION �`' / / O • • \ , PROPOSED °1 $ ( a DETAILS . SITE. �ti�� / / . • •00 12-INCH AREA DRAIN \ 10-INCH PVC LINE 1 SCOTT, SHERWOOD AND \• o.v. Q N N / 5,786.20 st. \ REFERENCE MEP PLANS 1 I 14 BRINDLEY FOUNDATIONS H ACCESSIBLE RAMP TYPE 1 1 ♦ ' . s ; REFERENCE CONSTRUCTION ♦ 8-INCH WASTEWATER LINE 1 � o LIMIT OF o PROPOSED 24-INCH STORM LINE r• �. / _ rn. �, /� REFERENCE MEP PLANS RAISED ISLAND (TYP.) � \ ` ) �•o 6o, ' N / ,��}Q ' / DETAILS -SITE. \ 1 Q LOT 1 BLOCK 1 '� ��' J 10• /! • • 8-BIKE RACKS '00 10-INCH STORM LINE . ; SCOTT &.WHITE HOSPITAL REF. CONSTRUCTION e \ "' / TY . ' / �4R2 ,00• J� DETAILS - SITE. ♦ 10-INCH PVC LINE REFERENCE MEP PLA12U 1 COLLEGE STATION, TX PROPOSED 5-FOOT CURB INLET ^� y+�. / -off ' 5' CONCRETE SIDEWALK (TYP.). 1 RIBBON CURB (T) CANOPY 1.4' MIN. a REFERENCE CONSTRUCTION \ PROPOSED 18-INCH STORM LINE ,A ACCESSIBLE RAMP TYPE. 0 •• VERTICAL CLEARANCE ` DETAILS - SITE o REF. CONSTRUCTION o \ 1 O M REFERENCE CONSTRUCTION . / o0 0. PROPOSED MONOLITHIC CURB TYP. 1 \ PROPOSED 24-INCH STORM LINE .10O'S� c� � DETAILS SITE. F{RE HYDRANT ` ` DETAILS -SITE. ( ) FIRE HYDRANT PROPOSED 12-INCH STORM LINE REFERENCE CONSTRUCTION 1 TEXAS REGISTRATION #F-2966 _._ \ DETAILS -- SITE. 1 2705 BEE CAVE ROAD, SUITE 300 \ o / Jo. oo PROPOSED CROSSWALK ' P \ REF. SUBDIVISION PLANS 10-FOOT . CURB INLET REFERENCE CONSTRUCTION PROPOSED 1 AUSTIN, TEXAS 78746 • �° ~ 12-INCH AREA DRAIN e - 6-INCH WASTEWATER LINE 'REFERENCE MEP PLANS � � DETAILS SITE PROPOSED -INCH STORM PLUG • 9• a' / e% ♦ 'U-- e moans • nnAYaR�s / ♦ e 10 CURB TRANSITION 1 G . MONOLITHIC CURB / 0 \ 8-INCH WASTEWATER LINE e - REFERENCE CONSTRUCTION ` 1 --_ \ ARCHITECTS, INC. REFERENCE CONSTRUCTION PROPOSED 24-INCH STORM LINE / / �� / '� ♦ ♦PROPOSED •� .• �` \ DETAILS - SITE 1 DETAILS - SITE. . ' ♦ LOT 1 N 9 8-INCH WASTEWATER LINE / / e r 30-INCH STORM LINE o + • ' RIBBON CURB (TYP.) BLOCK 1 OWNER: (o / � REFERENCE CONSTRUCTION \ / e� PROPOSED 3 X7 STORM \ \ \ SCOTT \& WHITE HEALTHCARE 1 4SCOTT 84-238.898217E MEMORIAL y \ 12-INCH WATER LINE / / e 1 ;J JUNCTION BOX \ DETAILS - SITE. VOL! ON 10179, UBDIVISI PG. 50 1 2400 S. 31ST STREET \ ��•9 / /%/ �� rv? p ♦ •o °' 6-INCH WASTEWATER LINE REFERENCE MEP PLANS O.R.B.C.T. 1 TEMPLE, TEXAS 76508 \ Iv. �2 \ ` 0' / / p i?9A. ��'e%/ o O R \ , J \ 's 1 ENGINEER:. 10-INCH PVC. LINE REFERENCE MEP PLANS \ 1 JOEL R. BOCK, P.E. #98441 WHEEL STOPS (TYP.) s,25.0 HOSPITAL 23' PUBLIC ACCESS EASEMENT L / , e�i. �' REFERENCE CONSTRUCTION r� • ♦ 10' CURB TRANSITION \ 1 JACO S EN •� VOL. 10179, PG. 50 / � • • �� DETAILS - '� \ • w ♦ \ \ JACOBS ENGINEERING \ O.R.B.C.T. �• 0 /^ / e� SITE. J I i \ REFERENCE CONSTRUCTION Lo t BLOCK t FFE 300.00 \ 1 2705 BEE CAVE ROAD, SUITE 300 37. 2 AC . e� e DETAILS -SITE SCOTT & �„ HEALTHCARE 1 AUSTIN, TEXAS 78746 boo e/ RIBBON CURB (TYP.) ram' / e SUeo�ti OH ACCESSIBLE RAMP TYPE 1 1 j . \ I ' ( VOL toils. c. so \ WASTEWATER MANHOLE / / \ / • DETAILS . CONSTRUCTION \ :J e \ ACID NEUTRALIZATION TANK O.P.R.B.C.\ REFERENCE CONSTRUCTION 1 ARCHITECT: \ \ 2 \ ,� / / 2�� \ FIRE HYDRANT 2`L AILS -- SITE. e r o e \ DETAILS - SITE. _ BOB A. LUNDEEN , AIA e � o+e \ 6-INCH PVC LINE REFERENCE MEP PLANS \ � 1 JACOBS ENGINEERING c c 5 CONCRETE SIDEWALK TYP. __ r r �'� \ \ � �� S � / aN� / PROPOSED 5=FOOT CURB INLET p e � � \ 8-INCH PVC LINE REFERENCE MEP PLANS \ (TYP-)- 1 777 MAIN STREET \-� • e \ / PROPOSED 18-INCH STORM LINE g'C� , e . REFERENCE CONSTRUCTION 1 FORT WORTH, TEXAS 76102 r \ \ 5 CONCRETE SIDEWALK (TYP.). DETAILS - SITE 25• � e� TW 300.50 � \ 1 REFERENCE CONSTRUCTION SCOTT 8� WHITE SITE - 37.12 ACRES ` y PROPOSED 24-INCH STORM LINE e F s 96.75. .� \ DETAILS - SITE \ 1 12-INCH WATER LINE ZONING - PDD - ORDINANCE #2010.3300 \ \ e `� I O PROPOSED 18-INCH STORM LINE rn e TW 300.50' 1 I CY \o, e a FS' 297.00' SUMP PUMP \ \ \ ` e _ \, � � e \ ACCESSIBLE PARKING LEGAL DESCRIPTION: o , i o ♦ PROPOSED . 10-FOOT CURB INLET ee e g, O \ 6 INCH WASTEWATER LINE REFERENCE MEP PLANS REFERENCE CONSTRUCTION LOT 1 BLOCK 1 \ C DETAILS - SITE \ e g \ ) 1 SCOTT $ WHITE HEALTHCARE SUBDIVISION >! \ •o �\ ♦ ♦ ACCESSIBLE RAMP. TYPE 1 ♦ e 2 TW 300.50' 6-INCH PVC LINE REFERENCE MEP PLANS (NP' -40' REFERENCE CONSTRUCTION e� FS 296.75' \ �2 SUBMITTAL DATE: j \ ♦ ♦ DETAILS SITE. e �� 12-INCH PVC LINE REFERENCE' MEP PLANS \ \ FIRE HYDRANT JUNE 13, 2011 MONOLITHIC CURB \ ♦ 01 PROPOSED CROSSWALK ♦ Q `Z WASTEWATER MANHOLE MONOLITHIC CURB ` O E REFERENCE CONSTRUCTION \ �� \ `, �0 o. ♦ �`" REFER a REFERENCE CONSTRUCTION \ FIRE DEPARTMENT CONNECTION \ ISSUED FOR REVISION DATE E DETAILS - SITE. 2 b0 ♦ N rn� ENCE CONSTRUCTION e \ DETAILS - SITE e \ \ DETAILS - SITE. GENERAL REVISIONS TO CLINIC 1 01/18/2012 \ � \ � MONOLITHIC CURB a+ � \\ i� g• 1 ee 2g6 CONCRETE RETAINING WALL TO REFERENCE CONSTRUCTION •° . e \ � e 8-INCH WASTEWATER LINE \ DETAILS - SITE. 1 R3. ` e ���� eee \ ee' ♦ BE CONSTRUCTED PER PLANS \ � � TO BE PREPARED BY OTHERS �1 8-INCH WASTEWATER LINE \ 00 ♦` c� \ 's, e 5� ee ♦ 0) RAISED ISLAND (TYP. \\ y �Zw.00'sx d r e b ♦♦ ) �-6 \ PROPOSED 12-*-INCH STORM LINE 5' CONCRETE SIDEWALK T \ x e 1 �' o ♦ 4� �' \ ei REFERENCE CONSTRUCTION �� ♦ �� �N�� ee .oJ �� N REFERENCE MEP PLANS FOR e ee 1 \ r' v, .. iy�P e a \ g r . GREASE INTERCEPTOR e DETAILS -SITE c�' � \ •- O � 6 FIRE LINE CONNECTION & ♦♦ �'5`O \\ ��0�,• e� e e-1,000, v' ,`�• `L�` ♦ '0.•� 8" FIRE DEPARTMENT CONNECTION ��i e o Ix e� 1 D ACCESSIBLE RAMP TYPE 1 REFERENCE CONSTRUCTION ��'O ♦ \\ 8-INCH WASTEWATER LINE ee ee `�� �♦ TRASH COMPACTOR & DUMPSTER \ oo e� DETAILS SITE. 1 `\ j / r� • CONFIGURATION OF PAD AND. \ e \ c� a. 'F.b�i v � R3.00' a ,o 25.00 �♦ e ♦ \ e e / ♦ BOLLARDS TO BE COORDINATED WITH WASTEWATER MANHOLE FIRE LANE ♦♦ \\ Y e ee WL\ / 'e o SANITARIAN PRIOR TO CONSTRUCTION \. ♦♦ R25.00 1 ��� \ 1�/E�®F PROPOSED 24-INCH STORM LINE �� ee :J e ` 6WL \ ^ 1 \ REQUIRED 1 e'UMPLIA . PROPOSED 10-FOOT CURB INLET '` 1297 2-INCH WATER LINE \ cv e e ��\� �' r� o e PROPOSED 10-INCH STORM LINE \ \, ♦ e FES p 22012 . ♦ \° �40� �e " . \qA \ \♦ �• /� Goa 2 LOT 1 BLOCK 3 \ 4 WIDE CONCRETE FLUME �'� �� e 4 WATER METER e o� \"may 297 o /®�.�.SIAT1 SCOTT & WHITE HEALTHCARE \ c� REFERENCE CONSTRUCTION \\ \""' �e �e e ram. ` CUP \ v� o �♦ o! (/ 0 +4' � SUBDIVISION \ FFE 284.00 / mo t 1. 0 VOL. 10179, PG. 50 \ DETAILS -DRAIN_777AGE: � \ � \ e e � � \� ,?I R�•0 1 ,» ..-�� , �Ik �I�EE�(V . `� . \ �� \ ee e J T _ RAMP G'y CONCRETE TRANSFORMER R70�0, `� 30' 60' O.R.B.CJ. \ X„WASTEWATER ,.MANHOLE ♦ \ sop. / o� e e �� ,�0 6 INCH WATER LINE PAD 28 X11 00 ♦\I N 1 \ t R �� ��e�-c� r • o, \ �, REF. ELECTRICAL ♦ 1 LEGEND :J ♦ \� 1 �R ee� ee 10-INCH FIRE LINE Tw 299.50' t I 1 SCALE: 1" = 30' GENERAL NOTES: ♦ 6, e \ - - ♦ c, e TRASH COMPACTOR & DUMPSTER \ FS 284.00' �9s 9 a'oo+ 1 \�\�Q; : -�!„����\k C 1. A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY. PROPERTY BOUNDARY \ r I o� 1 `♦ G e� BOLLARDSTION OF PAD TOBE COORDINATED WITH (TYP-) \ ,� y �• ol~•.r �s� 1 2. ADEQUATE BARRIERS BETWEEN ALL VEHICULAR USE AREAS AND - - - - - - - - - EASEMENT OR SETBACK MONOLITHIC CURB TYP. ,. ,•9 '\ \ / \ REFERENCE CONSTRUCTION BULK OXYGEN PAD 28 X28 . I ♦♦ * • * 1 ADJACENT LANDSCAPE AREAS, SUCH AS A s" CONCRETE CURB ARE � ♦ q SANITARIAN PRIOR TO CONSTRUCTION * • '• REQUIRED. . . . . . . . . . . . . . ACCESSIBLE ROUTE Q ♦ \ \ , e DETAILS SITE. /...._....................._..../ e o� �� \ REF. PLUMBING SCHEDULE ♦ 1 / JOEL R. BOCK / CURB AND GUTTER \ \ e �°� CONCRETE TRANSFORMER PAD ENCLOSED WITH ♦ 1 /.......................... 3. REFERENCE GENERAL NOTES SHEETS FOR SITE PLAN NOTES. FIRE HYDRANT \ e `L �o \ y 1 4'�� � PAD 9.5'X31'.. BLOCK &METAL FENCE. REF. 4. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. MONOLITHIC CURB e^ g� �0o REF. ELECTRICAL `ti 294 ARCHITECTURAL DRAWINGS. 'o , ��j �F'���NS�,.•' ��'�! e 5. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO ACCESSIBLE RAMP / Ie / �0 \ s •••••• • a-! � CONCRETE GENERATOR S•' R 00�0 9 �\-\ POURING CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS / / g \ 93 O• SLOPES ARE NO GREATER THAN 2% AND RUNNING SLOPES ARE NO BOLLARD r'�9� ��6 2� PAD 11 X24. Aso \ OO 15 I` KEY PLAN: REF. ELECTRICAL n GREATER THAN 5%. IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL RETAINING WALL , � / \ `L� `�� � '�'�:�-�'-•- `?� ' - \ �Q�• VOL. CONTACT ENGINEER FOR SOLUTION, PRIOR TO CASTING CONCRETE. 'o VEGETATED SCREENWALL VEGETATED �.,, 10-FOOT CURB Os STORM SEWER MANHOLE \ 2' RIBBON CURB PROPOSED ? y INLET 6. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS AT EACH LOCATION REFERENCE PER DETAIL TW 297.50 d,' 'S `� SCREENWALL 1 WHERE THE SIDEWALK INTERSECTS THE DRIVEWAYS OR PUBLIC WASTEWATER LINE �,$ v� PER DETAIL PROPOSED 18-INCH STORM LINE I CONSTRUCTION f RIGHT-OF-WAYS PER DETAIL PROVIDED. �01 PROPOSED WASTEWATER MANHOLE, '� • . O � � r'.� O TW 304.00' DETAILS - SITE �A 0 2 °�► 7. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND a EXISTING WASTEWATER MANHOLE APPURTENANCES AS CALLED OUT ON THE APPROVED SITE PLAN. MONOLITHIC , CURB ! �s� o TW 297.50'� B or�u EXISTING OVERHEAD uTtlmr � \ � REFERENCE CONSTRUCTION � � ••••••• 2 � o- FS 285.25' VEGETATED SCREENWALL O� � _ _._- _ VOE B. MINIMUM VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS - EXISTING UTILITY POLE \ DETAILS -SITE. 4� , g0 DO ` FS 284.50' 9 SHALL BE 14'-O'% \ PER DETAIL TW 293.00 -`� 5 Co. , WASTEWATER CLEAN OUT \ \ cp JP �Q _ \--' zP.U.E. @U$ 9. PEDESTRIAN WALKWAYS WITHIN PARKING LOT AREAS SHALL BE CLEARLY �'� CONCRETE SLOPED HEADWALL o' «' ' MIAE DESIGNATED USING STAMPED DYED CONCRETE PATTERN WITH AN ¢ FIRE HYDRANT �� \ G i := ::,:: , -.• p - LiR.ee- t ` INTEGRAL COLOR, PER SITE CONSTRUCTION DETAIL. \ REF. SUBDIVISION PLANSI :. ' . ' ROPOSED TRENCH DRAIN 9 M WATER VALVE vJ,\ Q�` ` -- - 10• SCOTT AND WHITE HEALTHCARE SUBDIVISION PLAT LIES WITHIN THE Q'� WATER METER P� �- 6� C8 FEB 2011, . HARLEY WATER IMPACT FEE AREA. WL WATER LINE go CONCRETE FUEL PAD 8'X29'1.CV of�A REF. PLUBMING SCHEDULE :'.; •P LLL L 01h4 ION 11. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE �'� ��' FIRE HYDRANT ASSEMBLY \ 7�\ \ Q . fig, ,� �, ': p 1 FLOP SCREENED FROM VIEW OR ISOLATED - SO AS NOT TO BE VISIBLE FROM 01 G' ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET � TRANSFORMER s 20 '� ' ! '�� -'���- NEXT DRIVEWAY T FILE 'DRAWING TITLE OF THE SUBJECT LOT, \ 8 BOLLARD --' MEASURED FROM A POINT FIVE FEET ABOVE \`� \ � J0 " 239.64 GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING - -- --g3o--- EXISTING CONTOUR \ REF. CONSTRUCTION �''./'�� TIE INTO EXIST. 1 ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ---sso PROPOSED CONTOUR DETAILS - SITE --� --- SITE PLANE ll F STORM DRAIN JUNCTION BOX 10-INCH STORM LINE / 8� _ _ LAKEWAy DRIVE i 2-INCH WATER LINE 1 • r 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF .o�� ,/�� -`" (80 ROW) - REF. SUBDIVISION PLANS . o SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT �❑ DRAINAGE INLET \ SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING. AND NO 24-INCH STORM LINE E Q/ 87^� 1 JACOBSPROJECTNUMBER' TDSHS.PROJECTNUMBER FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES O� CURB INLET v. 9 r--' ,,/� - �--- 10-FOOT CURB INLET 1 A WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF STORM SEWER LINE UP 10�� G�' .� ! r --- REF. SUBDIVISION .PLANS FOW96852 11161. 6 -383 _ 1 LIGHT DOES NOT CROSS ANY PROPERTY LINE. ,,,,-- �, 1 w DRAWING NUMBER - - - FIRE LANE MARKINGS \ �O�-' C`� �� /� A �O 13. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE \ CANOPY % 1t� -"``�- z CftY'S ISOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM, ���`\\\\� _--a+g--: •- � U . STORM DRAIN MANHOLE CS 1 06 _ SUPPLY THE EQUIVALENT PROTECTION AS THE AMPRO USA, LL562 �.�� \�0�� r 12-INCH WATER LINE -- --``-� ~ LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY ® CROSSWALK \\ E REF. SUBDIVISION PLANS 1 THE COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. h �5-- �/ / REF. SUBDIVISION PLANS 12-INCH WASTEWATER \ \ `� zti CONCRETE ELECTRICAL RISER WASTEWATER MANHOLE REF. SUBDIVISION PLANS 1 14: BUILDING PLOT IS LOT 1 BLOCK 1 OF THE SCOTT &WHITE JVEGETATED DRIVE ? \ _/ ��` i STORM DRAIN MANHOLE 2 FIRE HYDRANT _ 1 HEALTHCARE SUBDIVISION. � s � � � REF. SUBDIVISION PLANS PAD 10'X10'-REF. ELECTRICAL -- REF. SUBDIVISION PLANS REF. SUBDIVISION PLANS PRINT DATE --�J January 18, 2012 10 9 8 7 6 5 4 3 2 1 9 cMOFYY v 11 CROSSWALK - STAMPED PATTEF C 0, to] V =19 =WALIM 10, ECU: :tot 9 to 10 9 8 7 6 5 4 3 2 1 DEL ft>9 5 33" Cgc575'w � W - CH.586.4 j �'— /\ \j / x -- - SCOTT & WHIMMEMORIAL X _ HOSPITAL / 75' PUBUC RIGHT-OF-WAY =mS86' ~ 179 PG. 50 °�\, SCOTT, SHERWOOD AND • • �� ^_"'- 72 -30 / "' "�--CITY OF COLLEGE BRINDLEY FOUNDATIONS RIGHT OFH ' ' J WAY AGREEMENT STATION GREEMENT 3 VOL 402 PG. 323 !' cn 9 �_ — — — 02Gk°j6 � S_86'2 '95"E `_" "•^. �—Z =�"- �\��1� .C.T. C30 15'PpUBU RIGHT-OF-WAY_oy. (1�_'•"'. 50 0.47 A� 4 7�'— -- — — — — 803_59T" — — — �4 0 p 2 --.t np�Wq` 0..R.B.C.T. CITY OF COLLEGE S1X\T10N, TEXAS //-�'-l-- �� 9a O.P. /-• -�� 20' PUBUC UTILITY EASEMENT -_ GU / y VOL 9506, PG. 2D7� G.47 A °� 6 _ _ _ _ _ 97- SCOTT &WHITE HOSPITAL O.P.R.B.C.T. \ \,3p CITY OF COLLFOE STATION, TEXAS ypOPp L, 7/ y __ _ �,/L w WfHNDER-- — - = — 2-9 a k / f (ITEM 70r) 20 PUB UTILITY EASEMENT o y�A�O // / /!"" / G 20' C UTILITY EASEMENT GROUND — �' -� \ \ \ _ i�V6L 9506, C.T.07 �9G,��4,06 // / /' 10179 P / UMLLD LINE 6i"— -2�31r — '� : 4.2i6 5Q FTl I \� I�� �G // D.P.R.B:C.7. _ — — o COLLEGE STATION, TX O.P.O.P.R.B. G. 50 cn <e / �TY OU.EGE STAT18"}�l,'TEXAS f O� `\-� j�9�0.04�°l / I// ABANDONED BREAKER . / �`\ \\1 (ITEM 10r) o a3 a c• / / C ! '� __" _ - — sUTILITY E EMENT o \ ---- r d r OL 8821, PG. 37 ° a \METER &BREAKER —3o7 �pr \ S \� \ \` — J pv O �11 / +/ " �. d0 80iE 20' PUBLIC TIUTY EASEMENT 15' PUBLIC RIG T-OF-WAY ( ` O.P.R.B.C.T. eq 302 ui Ci J Q a VOL 101 9, PG 50 N862T05"W `� N N '�\ �\ VOL .P.R.Bf_PG. 50 O.P.R.B �C T. ` \ 39.64' ®! / �• p+5 �/'� � �\ \ ``".,-•.�•,_ ...--•- °� Fs���i9 e � � ......-•ao.� �>• .� �.,..o.�c �--` \ '� // / \ e�r� T / aD o r�+A'� \.. o I TEXAS REGISTRATION #F 2966 \ ) 2705-BEE CAVE ROAD, SUITE 300 v � s•/ � l .._-/rO•'••'��``�'rry� - m �� . �c ry� / /o°�/ /. ( 1 � I o ,'-oiro`ul � • AUSTIN, TEXAS 78746 :I'r / /•� �.y0�/ / \."' ,�"_/"-- --"'"_ ._--, I �_ __--300---t--...I ° � Q�°� d L � / / q ��! � \ \\�� ` N z `�„^.\ \ � \ \ � BLOCK72\3 MOON - MAYORAS G \\ ---SC & WHITE HEALTH. O \ \ \ SUBDIVISION / 1 DELTA=9'13'07". / l \ F q00 ,00 r s \ \� ARCHITECTS ti�tC. J VOL. 10779. PG. 50 / c9 / _- Q a \R \' 1 . \ R=565.00' \ . �CB=NOS'09'29�7, / Lor 2 \y°oo . f" �°•\' T s \ .�. OWNER' h. 23' PUBUC ACCES SEMEN VOL.P.R.Ei s \ \ \ W / as `J 1 / ! N /� j• / �s� �o \ \ \ SCOTT 8� WHITE MEMORIAL •'�y�? ( -, / / voeSto 7sSPc. 50 / �- \ \ 1� 484-238$982 ` \ �" N 7y3 Sg•W / \ I f ' N / Su?• \ ' �� �O� l0 3 /�---1G �\ 2400 S. 31ST STREET 8LI \4 \ ^� N TEMPLE, TEXAS 7650$ SCOTT & WHITE H LTHCARE SUBDIVISION VOL 10179. P rn -- _ \ I �'� ENGINEER: DRAINAGE v -% E / '�9° ( \ \ \ \ JOEL R. BOCK, P.E. #98441 EASEMENG. 5 286 1 �p \ 45 PG. 58 � � � \ y \ \ \ \ \ _ / 512-314-3100 DRILL SITE AND z JACOBS ENGINEERING ACCESS EASEMENT �? ¢ 9� \ \ \ "1-� N 2705 BEE CAVE ROAD, SUITE 300 VOL O. R B.C.T .66 °o•oN \ AUSTIN, TEXAS 78746 \IPA LOT \\>► \ // j� ROC PRAIRIE \ �1 rye 1`°0 GAS x `h / / \ ` o V�LACE `9506PG 205 / / '� �_ \� O / / /� s \ \ °�, ` / \ ' >o W o�� BOB A.rLUNDEEN AIA O.P.R.B.C.T / P e / li ° A . // / L—• o- oc rm ' F \y \�� / / o woe' 2g �� / / / �°< ` ° o �= 817 735 7026 ' `r / \ 0 0, mar"' nay JACOBS ENGINEERING eM F /I _ 777 MAIN STREET \ , / �JQ�aG� // so \ / mcACPF9 ,vro me i; FORT WORTH, TEXAS 76102 \ -- i / J' \ I SCOTT &WHITE SITE - 37.12 ACRES sCOTT & WHITE ZONING - PDD - ORDINANCE #2010-3300 SUE A LEGAL l0A' LOT 1PTION: OT 1 B VOL ESS SCOTT & WHITE HEALTHCARE SUBDIVISION- \ SUBMITTAL DATE: JUNE 13, 2011 uo d� ISSUED FOR REVISION DATE E / \ �� GENERAL REVISIONS TO CLINIC 1 01118/2012 !� \ °2� ' 10, P.U.E. & PU8UC o '91 \ .11V o s�9�`F P��' �\°� `•�' / / /�.� \ \ %% �� \ � � •,� ACCESS EASEMENT VyP� �4 \ bb ,l„ _ _ _ VOL i0179, PG. 50 O •T• O y `AN °a' a�� y /'tic°\��'QG�• / / / �P�a�'�•1 � � G• b 04 \ of •� •,° ec• God �,, fia °° �.1°0 cc t• ____ ` DELTA=33 05 53 Ra570.00` 4 L328.27' \ _ �(\ //' 2 10PGC�i"�.0�+•9 � 4 ,. CH=324.71' � O NI D 10�'� A 2 . Z9�j \ `9 \ �°. 4\ .. �•°�- 301- \ �. •,xat I N e`'C7J�J\'1o•O'�°e ,� //� JF,'�PSQ�. Nc�� es � � \\ \ � \ � a c xu l o, / / a.5`',^9•°• sy ` �\� �/"A �y 1 � LOT 1 DELTA= 45' BLOCK 6 SCOTT & WiiITE HEALTHCARE SUBDIVISION � �B=N43'� "E � • ' VOL. 10179, PG. 50. y \ 4 a� 0T7.1BLOCK t \ ° A t� ° A A & SUE ITE HEALTHCARE VOL 10179. PG. 50 \ �\ O.P.R.e. T \ 0 50. 100. 200 COMMON & WHITE AREEA /' o ° y1a , �0 SCALE: 1" =100' • OF \ a 3�• c^ CF moo. tr / o� 'c5'd, p \ \ trtr v JOEL R. BOCK :..4 •.� ) N \ 98441 tjf%T6% m O N KEY PLAN: \ G \ SUBDIVISION Q\ `� j BDIVISIONL OCR �O _ y �� REVIEWED FOR \\ i rA�AG c' = -- / a' , c�• a 'c 'SAG ® � _ \ \\ ✓ EGG° _ \ �C>' \ J+ ,o \ \ .� �•...' ."_..•" .,,•. ` / N of 96 - T S� �G° 0 ®� L I A N E lY COLLEGE bi A ( ION 286 NINERiNG' �, \ / / 20' P.U.E PUBLIC / ACCESS SEMENT 4 i3 ?J0Jy0t2a \ \ V. \ °� °� QG• �g5 / N�4 Ns,4 2s9A DRAWING TITLE ° \\ r �1cn�9� O° / 24 P.U.E. & ' PUBLI\•` iY y�--- -� G• ASS �� 2°Pc�°'m°3 j OVERALL GRADING & VOL. 10179, PG. 5 o m o \ O.R.8 C.T. y p J�2 h. \ 00 \ --_ -� DRAINAGE PLAN \ \ �•A Yr' ..i' i _�_ "�•ryv 4,° O - ee rasds.e��1/ \ / I JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER f 288 / / F8W96852 11161' `lcwvwowm LOT t \\ / �y6° DRAWING NUMBER BLOCK 4 tl�3 S TT & WHITE HEALTHCARE +�+ \ \\ \\ V. SUBDIVISION10179,PG V / ho Oar \/ 0 287 PRINT DATE January 18, 2012 10 9 8 7 6 5 4 3 2 1 6 10 9 S 7 5 4 3 2 1 \ MATCHLINE - . CG102 FLMATCCHUNE - CG102w��ww ��y��?ww wwwwwwwww�wwww i_ e<• -� / '��%' �, / \ - \ 1 SCOTT & WHITEWEMORIAL \ABBREVIATIONS: / -4'X4' 4-SIDED INLET ``- -- -� ` \ 1 o HOSPITAL �/ 29) G=294.00 \ \ 1 ® p SCOTT, SHERWOOD AND G _ GUTTER o /. , el / FL .(24" RCP)=291.00 \ 1 ". _ BRINDLEY FOUNDATIONS TC -TOP OF CURB 7 / REFERENCE CONSTRUCTION \ 1 ! H `--� TG _ TOP OF GRATE // 296 ��\ DETAILS - DRAINAGE o \ \ \ \ 1 W HP = HIGH POINT LP _ LOW POINT GR -GROUND ELEVATION ® Tw . _TOP OF WALL �/ / ,' 9s N ` \\ \o SCOTT & WHITE HOSPITAL BW = BOTTOM OF WALL \ \ FL = FLOW LINE /'p o `� 1 LLEGE STATION TX T.O.R. = TOP OF RAIL ./ \ /r \ \ \ CO FS = FIINISHED SURFACE / / / / / / / / . \ / GB = GRADE BREAK h BVC =BEGIN VERTICAL CURVE � / / / 296 EVC . = END VERTICAL CURVE 29s / / /An Know what s bylaw. jTEXAS/' ,� 27BEE CA ROAD, SUITE 300 I / / / / ' / / / \ -� ; STIN, TEXAS 78746 - AU . :e o you gig. _---.-_ - I - :c a I I .h�v 25:7 I � 1 LEGEND. I / /' // / AiTHER// , FL (24" RCP)=288.70 \ 1 MOON • MAYORAS G 29 - \ \ i FL (48 RCP)=286.70 \ \ 1 ARCHITECT5, INC. / 1-5 CURB INLET PROPERTY BOUNDARY / / ti TC=294.80 / OWNER: _ - - EASEMENT OR SETBACK / / / / - / ' I 1 / 20 G-294.30 29 .96 2 �q \ N ISCOTT & 1 / FL(18'"RCP-290.90 o \ 484- 8-8 8217E MEMORIAL _83�--- EXISTING CONTOUR / / / FL 18" RCP)=290.90 296.62 7.14 M I 302.00 2400 S. 31ST STREET --' PROPOSED CONTOUR / /'' / REFERENCE CONSTRUCTION 298.34 o \ 1. TEMPLE, TEXAS 76508 ----300- PR DETAILS - DRAINAGE. ' l M RETAINING WALL ` / /�/ / / N / 1-10 CURB INLET 298.66 2 9.00 + ! 1 ENGINEER: GABION / / G-294.40 299.12 299.49 29 .66 300.00 f I 1 JOEL R. BOCK, P.E. #98444 1-5' CURB INLET / / N " 512-314.3100 STORM SEWER MANHOLE v / / A TC=294.80 / FL (24" RCP)=290.00 - N 00.47 301.00 QO 1 JACOBS ENGINEERING 0 STORM DRAIN JUNCTION BOX \ / / / G=294.30 N FL (18 RCP)=290.50 1 2705 BEE CAVE ROAD, SUITE 300 / \ / FL (18" RCPa=291.20 / rn / REFERENCE CONSTRUCTION01.00 3 1.72 AUSTIN, TEXAS 78746 ® DRAINAGE INLET / / r REFERENCE CONSTRUCTION N DETAILS = DRAINAGE 302.00 CURB INLET\�DETAILS - DRAINAGE N \ \ I 1 BOBA1.rLUNDEEN AIA STORM SEWER LINE �' r / /' 95.00 \ 1 , PROPOSED SPOT ELEVATION \ JACOBS EN F 296.44 � / � ` ' i � 1 JACOBS ENGINEERING �ti. / / / /, / / 1 1 777 MAIN STREET / '� / ` 1. FORT WORTH, TEXAS 76102 2 .66 29 4 ' 1 SCOTT $ WHITE SITE- 37.12 ACRES 0)\ 296. 0 j 296.00 \ 1 ,. N ; ZONING - PDD - ORDINANCE #2010-3300 LEGAL LOT 1 BLOCKRIPTION: o ' \ SCOTT 8 WHITE HEALTHCARE SUBDIVISION _ 1 SUBMITTAL DATE: 2 52 / FL (18" RCP)=285.58 \ 1 JUKE 13, 2011 29IFL (24" RCP)=285.08 \ 5. � � / ISSUED FOR REVISION DATE- E E //. /o,`�oa'� 294 5.05 \ 1 296 25 `I %/ N r / ry 2 0 1 GENERAL REVISIONS TO CLINIC 1 01/18/2012 ` \ , 1-10' CURB INLET 294.99 \ co 296.75 \ TC=301.65 0)301 \ 296: 296.46 ` L 8 RCP=297.15 - 301.15 © % 294.00 2 0 95. 0 0� ` ( ) •1 / 5.00 95.9 ` \ REFERENCE CONSTRUCTION 301.010 1 P�Q•O� / / / \ DETAILS -- DRAINAGE 95. 4 \ / 301 29 .9 \. N 1 1 � . � \ � 301. � 30 5 p 2 .95 / rr 300 /r 1 N 6.06 \ \ 300 r �� 1 N ., z / oo EVI WED. FOR / 293.00 \ \ 296 \ `L 29 .6 \ `� 297.46 299.61 299 5 CO PLIACE t0 \ gP. \��o••o, 0 \ 297.3 299 r / / 299.75 18 .INLET � � / ��- ./ \ F B0 Z 201Z TC298.75 . \� \ ry \ G=298.25 299:60 COLL gA_. IO .5 96. \ \ FL (24 RCP)=294.25 / r EN INEERING / \ REFERENCE CONSTRUCTION / \ / DETAILS -DRAINAGE 98. 6 96. 0 0 15' 30' 60' � \� \ � 29 r 1 298.0030' 29 .37 98.91 � / r �`l, / � 1 SCALE.1 - 101 C , s it v 29 .38:..................... 99.08 0 \ 1 1 �.. • JOEL R BOCK �� 29 .2 296.4 \ \ \ \ � / / a o /............................ y 98.3 �y1 N. 299.02 \ 1 0'•.<1 ��� FL (36" RCP)=284.04 1 +it �ss��••�•Ns . / 4 FL (i 0" PVC)=286:20 1 �l�\\, A`!`-, L 1-24" . SD PLUG 29 .0 \ / 29 .8( \ ` \ 298.00 r ���' / 2 .04 FL (10" PVC)=293.50 1 KEY PLAN: 2' PAST BOC / ! r REF. MEP FOR CONTINUATION ` 1 FL 24". RCP =288.00 \ � � / � \ / / � j`- ---� ` MEP. FOR \ 1 ( ) REFERENCE CONSTRUCTION CLINIC ----_ 29 .97 2 •g r �, 93 12" AREA DRAIN ~� ~�- ` 1 .� _ \ 1 297.81 DETAILS - DRAINAGE / \ ! ` , `� 1 FL (8" )=297.00 y 1-10' CURB INLET �` \ �� ` 2 g \\ \ r r / / r 1-3'X1 O' JUNCTION BOX. FL (8" "PVC)=290.49 TC=293.40 N \ ��, / 2 91 RIM ELEV.=299.85 FL (12 PVC)=290.49 B G=292.90 293.00 29 ` \ \r ,��, r `I B " \ N � ct> � f � i \ � ` .00 �. \ FL .(8- PVC IN)=285.04 " 1 • FL (24 RCP)=287.75 \ % N '� 298.02 98 9 r 298. FL (12" PVC IN)=285.04 �. (8 PVC)=293.50 0 J 2 \ FL (24 RCP IN)=284.94 REF MEP FOR CONTINUATION 1 - REFERENCE CONSTRUCTION / / / % J r / /\ 9 " U DETAILS DRAINAGE 29 / / rn / r _ \ FL (30 RCP IN)=284.34 LOT 1 ,O N 292.00 f \ N \ \ // ` 98.73 FL 36" RCP OUT =284.24 \ 1 BLOCK 1 N •d• °+ / �`' / / / r r ��/r r REFERENCE CONSTRUCTION 1 Z SCOTT & WHITE HEALTHCARE rn SUBDIVISION N in ' / / 2 0 298 5 / r' ��// 298.73 29 0 \�� DETAILS -DRAINAGE ; \ VOL. 10179, PG. 50 O.R.B.C.T. N ! / r r \ p FL (10" PVC)=288.32 1 1 DRAWING TITLE N 29 .5 / 298. o ! r/ ��`' /' 9s. \ FL (12" PVC)=288:32 1 GRADING &DRAINAGE \ N �% 4 `� 1 PLAN nC if \ www \www wwwwww w wwww w w w w iwiwlw w�w�w�wii'wl /ww�Z� w www�w% � �diw'�iir� wwwwww w•i i�w w� www w w wwwr� w�ww�w�w w w �--o-- . mi wwwiwwwwww MATCHLINE - CG106 MATCHUNE ' - CG106 GENERAL NOTES: JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER: A UTILITY CROSSINGS: 8" WWL=280.98 J 24"SD=291.01 2 24" SD=289.42 -12 WL=294.18 8" WWL=281.35 30"SD=284.35 1. CONTRACTOR SHALL FURNISH AND. INSTALL ALL MATERIALS AND . I F8W96852 11161 ,� APPURTENANCES AS CALLED OUT ON THESE PLANS. CAUTION: �1lARNING• " CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS VERTICALLY AND DRAWING NUMBER :. Q10". SD=291.17 2. ALL GRAVITY LINES ARE TO BE. INSTALLED FROM DOWNSTREAM TO UPSTREAM. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE 8" WWL=293.50 HORIZONTALLY PRIOR TO START OF CONSTRUCTION. LOCATION OF UNDERGROUND .UTILITIES: THE CONTRACTOR SHALL BE CG /0 O 3. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING ) RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE �T' 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. ) C ANY DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR. SOLUTION, PRIOTO CASTING CONCRETE. PRINT DATE R January 18, 2012 i 5 2 10 9 8 7. 6 4 3 1 3 2 1 10 9 8. 7 6 5 4 \ MATCHUNE - CG103. MATCHUNE - CG103 _ w www ww wwwwwwwww�w�wwwwwwww�wwwwwww � wwww�ww � �!I� ww� wwwwwwwwww�www�wwwwwwwwww�wwwwwwwww,�www�wwwww.rww�wwwwa�wwwwwwwwwwwwwwwwwwwwwwwwww� ' \ \ SCOTT & WHITE MEMORIAL HOSPITAL DRILL SITE AND GENERAL NOTES: 0 1 / \ 1-5' DIA. SD MANHOLE ® SCOTT, SHERWOOD AND 1 ACCESS EASEMENT \ RIM ELEV.=315.50 BRINDLEY FOUNDATIONS u 1 \ \ VOL. 7095, PG. 66 / \ I FL (18" RCP IN)=291.10 1 • CONTRACTOR M MATERIALS AND APPURTENANCES AS TALL r n H O.R.B.C.T. 9 " z 1 ( �9. °, • / / �� �' FL (18 RCP OUT)=Z91.00 CALLED OUT ON THESE PLANS. f REFERENCE CONSTRUCTION _ -1 obi \ M DETAILS DRAINAGE 2. ALL GRAVITY LINES ARE TO BE INSTALLED R. . 1 ( / \ / FROM DOWNSTREAM TO UPSTREAM. SCOTT & WHITE HOSPITAL 9 14:25 \ 3. CONTRACTOR SHALL FORM SIDEWALKS AND COLLEGE STATION, TX 8 r VERIFY SLOPES PRIOR TO POURING 1 \ M CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER 4 THAN 2% AND RUNNING SLOPES, ARE NO GREATER THAN 5%. IF ANY DISCREPANCY 11 ARISES, CONTRACTOR SHALL CONTACT 1 � �at S ��'��>• TEXAS. REGISTRATION #F-2966 314 14.00 31 .0 ENGINEER FOR SOLUTION, PRIOR TO2705 BEE CAVE CASTING CONCRETE. • AUSTIN, TEXAS ROAD,8746SUITE 300 p 3J3 / 314.48 caiiore vo'■ ` �, LEQEND Mt3gN • MAYORAS (� M / tij �� ��� �0 ARCHITECTS, INC. PROPERTY. BOUNDARY OWNER:. 1 1-4'X7' JUNCTION BOX \ / , \ / - - - -- - EASEMENT OR SETBACK SCOTT &WHITE MEMORIAL 1\ RIM ELEV.=302.70 / 484 238-8982 / 3J0 3J3 \ EXISTING CONTOUR 2400 S. 31ST STREET FL (18" RCP IN)=286.30 0 / . ^� l r LOT 3 j TEMPLE, TEXAS 76508 1 FL (48 RCP IN)=283.80 to \ / 30g , 3� f - BLOCK 1 ./'---=---300 "' PROPOSED CONTOUR I\' FL (48" RCP OUT)=283.70 � / , 3 �-- --� SCOTT. & WHITE HEALTH�f�. ENGINEER: 1 REFERENCE CONSTRUCTION \ / 308 ` \ SUBDIVISIONN-- RETAINING wAU_ 52-3 4-320JOEL R. BOCK, P.E. #98441 N \DETAILS -DRAINAGE / \ � 3' P LIC ACC 5 EASE E / \ VOL. 1 V9, PG. 50 G�i JACOBS ENGINEERING Q� 307 / VO 10179, / 31 \ O STORM SEWER MANHOLE 2705 BEE AUSTIN TCAVE ROAD,874SUITE 300 R-B.C.T. 3j 2 O� .-- \ STORM DRAIN JUNCTION BOX 3 r 1-10'X10' JUNCTION BOX ` ? _ ''// DRAINAGE INU? ARCHITECT: 1 \ \ 1 06 RIM ELEV.=302.00 - \ \ /� © CURB IN BOB A. LUNDEEN , AIA ,/ 817-735 7026 FL (18".RCP IN)=284.26 \ STORM SEWER LINE JACOBS ENGINEERING c 1 \ Jos FL (36" RCP IN)=282.86 all \ i 777 MAIN STREET r F 1 FL (48" RCP IN)=282.86 LOT 1 I 296.44 PROPOSED SPOT ELEVATION _ ' 04 � FL (3'X8' RCBC OUT)=282.76 BLOCK 1 � � FORT WORTH, TEXAS 76102 , 0 .00 3 J J SCOTT S WHITE SITE - 37.12 ACRES. 1 \ REFERENCE CONSTRUCTION 3'i0 SCOTT & TE HEALTHCARE ABBREVIATIONS: DETAILS - DRAINAGE SUBDI N 3 / . A \ / 03.44 PG. \ \ G =GUTTER ZONING - PDD - ORDINANCE #2010-3300 VOL. 10179, - / TC = TOP OF CURB 2.50 303, 1-2 X2 AREA INLET O.R.B.C.T. 1 / TG=300.00 --- --� --- -`_" LOT 1 BLOCK LEGAL DESCRIPTION: TG = TOP OF GRATE 1 / FL (18" RCP) * 296.00 309 310.01 \ �-- -' HP =HIGH POINT SCOTT & WHITE HEALTHCARE SUBDIVISION 1 302.00 / \ REFERENCE CONSTRUCTION r . . ____ -- LP. =LOW POINT 1 10. DETAILS - DRAINAGE `'� __-- 3r0 \ \ / GR = GROUND ELEVATION SUBMITTAL DATE: '� TW = TOP. OF WALL JUNE 13, 2011 0 1 302 1-2'.X2' AREA INLET 30 \ �-- BW BOTTOM OF. WALL i x \ 64 TG=299.50 \ FL FLOW LINE ISSUED FOR REVISION DATE . E E / �\ FL (18- RCP-295.50 \ T.O.R. = TOP OF RAIL ( ) �p FS _ FINISHED SURFACE GENERAL REVISIONS TO CLINIC 1 01118I2012 REF. CONST. DTLS. - DRAINAGE 309J0 / \ GB = GRADE BREAK 301. 1 \ \ 1-5' CURB INLET , - '`�� \ BVC BEGIN VERTICAL CURVE 6v '� 301.50 1. ! EVC = END VERTICAL CURVE TC=301.47 J`308 30g 30 . 1 0 G=300.97 �30j - _ 308. 309.00 0. FL (18 RCP)-292.74 - r / 01.50 REFERENCE CONSTRUCTION =- - vO. DETAILS - DRAINAGE 8.44 ? \ FL (18 RCP)=283.65 1 0 \ \\ FL (3'X8' RCBC)=282.15 30s 3� 08.27 0 °� 8 308.38 308 D. D 301.50 0 5Q \� \ "�0�, �''p� 1-2'X2' AREA INLET 30 � y� 00 FL (24" RCP)=284.19 . \\ FL (18"• RCP=296.00 FL (36" RCP)=283.i9 , \ REFERENCE CONSTRUCTION 9.50 0 DETAILS - DRAINAGE 306.E 305. 6 `06 1 FL (18" RCP)=284.57 300.00 --- - - .__-- FL (36" RCP)=283.07 300.00 \ FL (18" RCP)=283.51 300.00 \ FL (3'X8' RCBC)=282.01 307,\ --- --" FL 10" PVC=293.50 300.00 300 \ 304. S 306. \ REF MEP FOR CONTINUATION \\�, �\ 307.00 1 FL (18 RCP)=289.94 \ \ 1 . FL (10" PVC)=290.60 299. \ \ \ 304.74 30 \ i 0 304.06 \ s� \ . 1 1-5' CURB INLET \\ !\ 6 ' 0 15 30 60 1 TC=299.00 \ ��o� \ �, '�°4 _ - 0 306 \ 9`� SCALE: 1" = 30' G=298.50 304. -- 3 FL (18" RCP)=292.1613'303.59 ____ --- -- DS 306.79 \ \ aF�r��� 1 FL (10 RCP)=292.82 0 306. 0 \ •t1; 298.84 29 .5 \ 0 1 306.14 g P••,......., F,F9�l, C 1 REF. CONST. DTLS. -DRAINAGE 1 �\ 03.15 1-3'X8' JUNCTION BOX \= • •• ij 1 9 ,'� 5 02. 15 RIM ELEV.=302.20 3 305.72 •gyp % *i....................*../ 5.88 FL (i 0" PVC)=293.50 ti°� 0 - Os' \ , _ _ __ - --- / JOEL R. BOCK ••/ i�1► 1 REF. MEP FOR 298.89 N 303 FL, (18 RCP IN)=284.81 __-- --_ ` .,. ... 1 CONTINUATION "�► 9 303. FL (3'X8' RCBC IN)=281.81 ~ '' 305 \ -'mo o ..98441 �, 299: 0 .54 1 `�i 1 9 FL (3 X8 RCBC OUT)=281.71 .75 �. \ \ / ! F •• DNS 1 FL (10" PVC)=293.20 �L°' .� I \ REFERENCE CONSTRUCTION _ - - `30S 305.00�ONAl. 1 FL (10" RCP)=293.20 ` ,yp0 ,y0 I 301,50 \ 2� ____ DETAILS - DRAINAGE 305.00 2 .59 \ 304.2 1 FL (10" PVC)=293.50 , FL (18" RCP)=287.96 302• 3 305.QQ \ 1 ' REF. MEP FOR FL. (18" RCP)=287.96 03 305.00 \ rrAA'' CONTINUATION - 15' COMMON REA 305.00 .�..���Ytl� �� 1 299.40 00 VOL. 10179, PG. 50 4 \ \ .B.C.T. 03.67 304. 0 �M�L'� 1 9.00 o 13 1. 0 1-10 CURB INLET `;04 05.00 0\ 1t CLINIC °�. 301. TC=301.81 - ``� G=301.31 . 0 \ \ FEB 2 201 1 � 00. 1 " _ 303.13 _ y .., B 1 11 \ RED RENCE CONSTRUCTION _" `- -- OS 4.0 30180 \ ®�"�' ��` B / \ \ SINE 1\ / Do DETAILS -- DRAINAGE I 305.00 ---.. 0 1 �, t �299.00 00 300.32. -02 . 302 2.58 . 303 4.90 303 •- 1 \ J 304 30 / 302.52 v ( 2 I 300. 30� \ 30 - 9 304.54 / I 1 \ 303.72 w 1 30 .00 r- 298.50 1-2'X2' AREA INLET 302.0 302�26 \ = 1 299. 2 --j I N ( TG=298.50 \ 303.75 / 302 \ _,„�- 1j300 I FL (8" PVC)=294.10 \ 3 304.00 / \ - 302 . DRAWING TITLE a 1 0 \ 299.00 JAC- FL (18". RCP)=294.00 01.49 GRADING .& DRAINAGE REFERENCE CONSTRUCTION \ 9°y 1 299:00 299.37 9 .76 DETAILS - DRAINAGE 3 -- 3�� 303 \ \ \ \ PLAN ttDtt wmwwwww`ww`w wwwww� ww�w wawwwww •www�w w %w�www w wwww�w� ww C w w wwwww�i�wiw w w www��ww�w�w ww� w� �' wyw wwww w �w �wwwwwww�ww■ MATCHUNE - CG107 � MATCHUNE - CG107 1 BER TD$HS PROJECT NUMBER UTILITY CROSSINGS: CAUTION: A CONTRACTOR' TO VERIFY ALL EXISTING UTILITY LOCATIONS VERTICALLY AND O18" 12n SD=288.64 WL=293.79 8 X3' SD=282.41 8n WL=296.50 ` ,/ 24" SD=284.46 8 WWL282.04 10 48" SD=283.42 S WWL=291.35 O18" 12" SD=285.45 WL=294.32 O 48" SD=283.46 8 WWL=291.29 O 8'X3' SD=282.39 6 WL= 296.50 11 12" WL=295A1 8 WWL=291.05 HORIZONTALLY PRIOR TO START OF CONSTRUCTION. JACOBS PROJECT NUM F8W96852 11161 � DRAWING NUMBER n� CG1 05�rn w� 36" SD=282.93 24" SD=284.40 18" SD=291.22 12" WL=295.09 6 12" WL=295.68 9 8" WWL=300.73 10 9 �w 7 - -- 5 4 3 9 8 7 6 .1 MATCHUNE CG104 LINE - CG104 .. a....�r� mmm ,�,�..,.�sm m m a�. m m M M W� r MATCH /�y / '�' mmmmmm.. .. NE .. .. .� .. �• - � ,97.00 0 / �`'/ 18 .�c SCOTT & WHITEMEMORIAL C4 FL (30p)_285.29 , �` Nj „� Q 298.56\ HOSPITAL 1-10' CURB INLET.4 / / FL (12 )-286.29..2 3 \ „ $ \ \ 1 ® ®SCOTT,.SHERWOOD AND TC=292.Oo / 66 4�12 AREA DRAoo BRINDLEY FOUNDATIONS H G-291.50 . ,�0, / FL (12 } 297 W � FL (18» RCP IN)=2cv1. 2 9. 1 FL (10 PVC)=291.50 1H \�FL (24 RCP. OUT) 9/i 3 \\REF. MEP FOR CONTINUATIOREFERENCE CONST_ _ 29 .2 /DETAILS - DRAINAG\ _ ' / / '��' . 2 ' SCOTT & WHITE HOSPITAL \ COLLEGE STATION,TX s� a 1-10' CURB INLET \ ` 95 3 / ��' / 2 7 \ .77 . \ FL (10»)=290.14 \ 1 TC=291.20 / �`� . / \\\ \ FL 12 290.04 1 \ o-\ G=290.70 p / 299.01 \ 1 FL (24 RCP)=287.25 95 7• 299 Cd0 6. \ FL (10" PVC)=291.50REFE\ 1 DEFERENCE DRAINAGE CONSTRUCTION /, \ o ° 0 99 06 \ REF. MEP FOR CONTINUATION \ TEXAS REGISTRATION #F-2966 \ \ 291.98 / 29295 29 7.0 _ �. / \ \' 1 2705 BEE CAVE ROAD, SUITE 300 t1 j 29 .0 % ' , / ��, 298.02 \ \ ` \ ` 1 AUSTIN, TEXAS 78746 �\ 1-24" SD PLUG / Q 29 .00 \ _ MOON • MAYORAS G 2 FROM CURB INLET p , , 298. \ -- \ REFERENCE CONSTRUCTION 4• p / '� 9- .14 \ 7.45 ` \ ` \I DETAILS .- DRAINAGE 1 / 12" AREA DRAIN "« \ 1 ARCHITECTS, INC. n 4 �`L 29 « \ FL (12-2291118 LOT 1 291.01 FL (12 }=297.00 ( ) \ BLOCK 1. 1 owNER: 94.00 8 _g. 47 1-5' CURB INLET f ( )= SCOTT\& WHITE HEALTHCARE 1 scoTT sWHITE MEMORIAL 5/ 29 FL 3" PVC--293.00 \ SUBDIVISION i 484•238.8982 _ 0 \ \ REF. MEP FOR CONTINUATION \ \ 2400 S. 31ST STREET TC=292.50 cNa FL 18" RCP =287.56 / �`L� \ \ - VOL 10179, PG. 50 1. G=292.00 FL (24" RCP)=287.06 / / 0 \ O.R.B.C.T. 1 TEMPLE, TEXAS 76608 » _ / i " \ \ FL (18 RCP) 287.50_ / /// 2g 3 1-3'X7' JUNCTION BOX 298. 6 - FL (12) 291.03 - \ 1 ENGINEER: REFERENCE CONSTRUCTION �1`� '2S5 �, FL 12" 291.03 \ \ 1 JOEL R. BOCK, P.E. #98441 \ DETAILS - DRAINAGE, / . A /i RIM ELEV.=296.60 _ ( )_ l / `` FL (24� RCP IN)=285.90 29 4 8 \ \ 1 JACO 4.3100 \ 'Q 29 .00 / / FL 24 RCP IN)=285.90 3 „ JACOBS ENGINEERING ' PUBLI ACC S T .N . / . ( „ 298. 8 \ FL (12 PVC)=291.50 LOTe1ocK , HOSPIT \ 1 2705 BEE CAVE ROAD, SUITE 300 \ VOL.0179, ?�3 �, \� FL (30 RCP OUT)=285.80 2 REF. MEP FOR CONTINUATION scar r &''Z HEALTHCARE \ 1 AUSTIN, TEXAS 7s7a6 \ 29 •g _/ REFERENCE CONSTRUCTION 98. SUB, _ oN \ > a 0 R.B.C. 2.14 \ - \ i �\ \ \ DETAILS - DRAINAGE \ 10 \ VOL .o»s, c. so 1 ARCHITECT: \ FL (3") 291.23 \ O.P.R.B.C. \ B \ \ / _ \ 2 9. 7 FL 12 291.23 \ BOB A. -7026 N , AIA l FL (24" RCP)=285.98 ( ) PUMP REFERENCE AINAGE SUMP \ 1 c » . �� ~` 817 735 7a26 I_ FL (24 RCP)=285.98 d� \ 1 777 MAIN ENGINEERING CONSTRUCTION DETAILS \ c9> 1 777 MAIN STREET \ �� �\ \ N /rs � FL (3" P.VC)=291.50 \ REF, MEP - SHEETS P-100.1 FOR FORT WORTH, TEXAS 76102 F 9 \ ` cD / `9 �\ REF. MEP FOR CONTINUATION _ 1 \ FL (18" RCP)=286.99 \ FORCONT SUMPPUMPSCN. •HEDUOE SP-3 1-10 CURB INLET � \ \ \ g « _ h0 - \ \ , ; SCOTT S WHITE SITE - 37.12 ACRES TC=292.30 290 r FL (24 RCP)-286.49 pp. pp \ FL (8 PVC)-291.50 \ �'y �o�• REF. MEP FOR CONTINUATION \ \ . 1 ZONING - PDD -ORDINANCE #2010-3300 G=291.80 \ �\ I aa ry \ \ FL (24" RCP)=287.80 \/ / `� FL (18" RCP)=287.01 6' w' \ LEGAL DESCRIPTION: � I F� FL (8")=291.43 � � LOT 1 BLOCK 1 REFERENCE CONSTRUCTION. \/ 29 .98 FL (24" RCP)=286.51 p<'.O FL 12" =291.43 \ 1 SCOTT & WHITE HEALTHCARE SUBDIVISION DETAILS - DRAINAGE. 289. 6 a`�o 7 \ �! �� _ ( } •\ \ \ \ SUBMITTAL DATE. > \ \ l \ 293.02 c, 29g�ry �^j� 1�p . \ \29 JUNE 13, 2011 292. \ \ 5 \ \ ' 9 7 \ ISSUED FOR REVISION DATE E y� ter, 291.50 \ \ E. �O \ \ 29 50 N � 295.50 29 6.00 � �\ \ \ 9 GENERAL REVISIONS TO CLINIC 1 09/1812012 ABBREVIATIONS:. \ � '>291 0 \ cV 29 .72 g6 \ \ \ \ 7 G = GUTTER \ 36 2 295. CONCRETE RETAINING WALL. 8• TC = TOP OF CURB \ \ \ mac, \ \ '` \ REFERENCE STRUCTURAL. \ 0 1 TG = TOP OF GRATE \ \ \ \ PLANS.!' 298.42 HP = HIGH POINT�aR. �\ 29 .9 , LP = LOW POINT \ \ \ GR = GROUND ELEVATION 2� \ 292.E 90. pE. ZO Dom` `, \ FL (10" PVC)=293.00 . \ 2 \ \ GRP 1 . TW -TOP OF WALL \ \ ca \ REF. MEP FOR . rn BW = BOTTOM OF WALL > \ '. \ jc, \ \ CONTINUATION \N FL y FLOW LINE. T.O.R. TOP OF RAIL \ FS = FINISHED SURFACE 1-10'" CURB INLET �6, \ \\ 29 6 2 00 \ �a g, 296.0 6" HIGH GRASS BERM FL (8" PVC)=293.00 . pp . 9 2\ GB = GRADE BREAK TC=290.23 \ \ \ \ \ REF. MEP FOR 29 4 1 W D BVC = BEGIN VERTICAL CURVE G=289.73 ?'92 \ �� CONTINUATION 297.69 VIEWED FOR N EVC = END VERTICAL CURVE FL (24 . RCP)=287.00 \ \ \ \ \ 't, o 95.01 296.00 \ 'OMPLIANCE REFERENCE CONSTRUCTION \ 2. �\ 6WL ° \ .29 \ i FEB .0 2 2012 UTILITY CROSSINGS: DETAILS - DRAINAGE ? \ \ \ �. 6 L 6WL ° \ i. 297 / \ » WWL=278.2s \ �' ���' cA a'\ \ �� \ \ \ / 1 8 91 \ 2�2. /y� �C WL • 1 24" SD=286.41 LEQEND \ � �y 2 \ I / / , N G � N E E ' N G o \ i 2 24� SD=286.31 _ ._ r'�9 291. \ \\ � \ � v� \ 12 WL=289.93 PROPERTY BOUNDARY O 0.98 \ \ to 1 1 0 16 30 60 O" WWL=286.80 - - EASEMENT OR SETBACK \ �� 2 �, \ N l s » 291.4 _.. 8J �.-- --- EXISTING CONTOUR 291. \ \ �/ \ \ \ \ \ � � \ + 1 SCALE: - 30 4 6" WWL=287.55 r \ \ 91. \ \ \ „ _,9 1 1 „��• ���� 12" SD=290.80 •'---300 -"' PROPOSED CONTOUR ?� o• \ \ \ FL (10 )=292.16 _ of �\ « - RETAINING WALL 8j \ ! c� 2 2.91 De \ FL (12")=292.00 1 ®g'�; ��'��p.1 p•.•,......,°•• 6 «WWL-288.96 \ � ry9 \ I � 1 . C 10 SD=291.18 GABION ' n \ \ / FL (10" PVC)=293.00 \ * ; ' . * ,OVA \ REFERENCE MEP PLANS FOR $ 4" WWL=288.68 O STORM SEWER MANHOLE 2„ 2 5.00 \ O ... » - \ . \ � CONTINUATION \ 95 1-1 SD-290.68 9 2 9 •�• • JOEL R BOCK • .� 12 ® STORM DRAIN JUNCTION BOX x \ \ �� �, „ \ \ \ \ 2 \ 1 1 90�.•.�� 984a1 : ��r, j O 6 «WWL=289.25 ❑ DRAINAGE INLET p `� 5 g6 293.99 `�, \ (c��'•CENS' 12 SD=290.38 © CURB INLET > \\ ry �p \ 'ry���pp �' \ 294 FE=295.0 29 O$ 12" SD=289.63 STORM • SEWER LINE \ \ / `Z9 ry 8 WWL=293.00 296.44 PROPOSED SPOT ELEVATION r 18� SD=284.61 • . \ \ \\ � / � 9'Z. 293 2 9 .99 KEY PLAN: .. �� �� �,� �1. ry$6 ry� CONCRETE RETAINING WALL. 2924 96 I ng12 W1.=281.94 \ �. �I. REFERENCE STRUCTURAL 292 ? r 10 O 3* SD=291.26 6 WWL=286.85 11 24p SD=286.77 �s 299 - - PLANS. \ 1 � �+ \ \ 2 2g7 1� b 12 WL=283.94 \ \ c 290 \ 294 i 2 24" SD=286.25 WARNINGI 8" WWL=278.85 THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY• OF' THE O24" SD=286.17. LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE 13 « OR AVOIDING ALL EXISTING UTILITIES BY CALLING TEXAS ONE 12 WL=290.66 RESPONSIBLE F UTILITIES AT LEAST 48 HOURS \\ \ CALL SYSTEM ® 811 FOR LOCATION OF ALL , 14 12" SD=290.00 PRIOR TO BEGINNING CONSTRUCTION. 12" WL=286.60 GENERAL NOTES: \ `gip \ 20' P & F A.E V L. 10179, PG. 40 1. CONTRACTOR SHALL FURNISH AND 4 �c9 O.R.B.C.T. `V INSTALL ALL MATERIALS AND �1 •�� " APPURTENANCES AS CALLED OUT ON ��tl® \ FL (10 PVC)=283.09 THESE PLANS. \ \ \ FL (24" PVC)=282.16 O 2. ALL GRAVITY .LINES ARE TO BE INSTALLED \ FROM DOWNSTREAM TO UPSTREAM. A 3. CONTRACTOR -SHALL FORM SIDEWALKS \ \AN AND VERIFY SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER \ FS THAN 2% AND RUNNING SLOPES ARE NO GREATER THAN 5%. IF ANY Knowwhat's. 'below. DISCREPANCY ARISES, CONTRACTOR i.g. SHALL CONTACT ENGINEER FOR.� �����. :�� �SOLUTION, PRIOR TO CASTING CONCRETE.. 10 9 8 7 6 P289 292 FS-2 4.50 --- G � QJ ...;.. . r:' `--- '--•- ----- ""'"'_-" ""- �`� t,+�....- . wit ZotR�-i�----- SIN ° 288.E __- r ....--•---."'" --'= 1 \ �� :�•• --�-rL _---'tip' -�..., � • m K�� . \ / j 86i '�- •" 1 DRAWING TITLE GRADING & DRAINAGE -- - PLAN "Ell j AKEW AY DRiV E 1in JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER titer. -�" 1-10 CURB INLET I FOW96862 11161 TC=294.99 1 W DRAWING NUMBER 1-CONCRETE SLOPED 1-2'X29' TRENCH DRAIN G=294.49 HEADWALL TG=288.46 �'� FL (12- RCP IN)=289.50 r CG1.06 FL (24" RCP)=282.50 FL (18 RCP)=284.80 -� ` -- FL (18 RCP IN)=289.00 1 q� REFERENCE CONSTRUCTION REFERENCE. CONSTRUCTION REFERENCE CONSTRUCTION DETAILS -DRAINAGE DETAILS -DRAINAGE " DETAILS - DRAINAGE PRINT DATE January 18, 2012 5 4 3 2 1 2 HI G F EI 791 10 SCOTT & WHITE MEMORIAL . HOSPITAL / ♦ ® SCOTT, SHERWOOD AND / J BRINDLEY FOUNDATIONS H IX-2 SCOTT' &'WHITE HOSPITAL / - COLLEGE STATION, TX f, ... / / / , - ,,,r„rs -.. � _ .._. . ._ `� Cam\ p 9!I' "C; �'il�S •^e•--- '. .. _ -C-0 TEXAS REGISTRATION #F-2966 29' 2705 BEE CAVE ROAD, SUITE 300 i f\ I i t \ \ t \ + • \ \ /r� , ` \\ I - \ / AUSTIN, TEXAS 78746 7 i / - o ti ~--soz-' a r / � _• MOAN • MA'fORt43 G \ \ \ ARcH,rs=cTs INc.' / 1 \ ', /�� ! /•� / I\� _ �1 .-� 171 ^�/ �.y�/ P-3 / e -��� \\` `\ `�o�\ \\ `� \ OWNER: �� \ \ \� ` t SCOTT & WHITE MEMORIAL, \ 484-238.8982 \ - \ dos \ \ \ \ +' .�\ �\ \\ . \ \ 2400 3.31ST STREET &/ �� j/ // \�\ .\ r\ S �\ ririi/ /f��' 1 ! / \. �\ }O6,' \\ \\ \\ \\ TEMPLE, TEXAS 76508 f� tr r, /.yo`� , �\\� ! i \\ .._--(� \\\ -zss-__.- yi/r'r �/, � ,•-\\ i I �!/,� `1o� \\ `\ . \ �\� 1 \\ / \ . \ \ \ ENGINEER: . / / a. \ > 1 , ,e.:- r;, F i •ap \ \ - _ \ ` \ JOEL R. BOCK, P.E. #98441 , \ . t r / ! s \ 100 \\/ i / o/. 1/ r. �`�1 l r\~� 2ga rr r� - `i j \ \�r� \� `\\ \\----- \\ \ 'JACOBS EN \� \ . -- -\\ \ \\ \ 2705OBEE CAVE ROAD, SUITE300 4 / \ \ 1 t AUSTIN, TEXAS 78746 -11 \ j, � \ �i \ \ I !i "" .� n -r:m,,,, ,,,, `\ \ ARCHITECT: I \ < ' a� / '� i \ MM Naft BOB A. LUNDEEN , AIA P-5 .,. -735-7026 ,,1I 817 \< \\\ ' ��/ / / :\`�" /� \ ""' •.,t t �4' a) \ . /�� / i 1 JACOBS ENGINEERING F 777 MAIN STREET i P-12 t I t \ / • \ / r L r r� 1 1 1 FORT WORTH, TEXAS 76102 ------------� P-10 \ i\ \ P-6 '��- _ I i SCOTT SWHITE SITE -37.12ACRES ZONING - PDD - ORDINANCE #2010.3300 \ i IA ' \ LLOT I BLOCK I EGAL DESCRIPTION:.. SCOTT & WHITE HEALTHCARE SUBDIVISION \\\�� r, � � / / .\ ��� 1 \ \ , i - \`o`+ •- �. // SUBMITTAL DATE: \ \\\ \ / r / r / , \�\ { \� \ P'32 _ - JUNE 13, 2011 i / (^ r / / / , , P-14 2- i \ - P=41 \ P`33 P-34 4 ~ h� / / _ / P-20 IssuE� FOR REv(s►oN DATE \ GENERAL REVISIONS To CLINIC 1 01/18/2012 Analysis Point WP Peak Outflow Water Surface Peak Storage (cfs) Elevation (ft) (aC-ft) � tt s>• xl 5 � ira'^< M1skrr . 1' 3{. 4 5 r :�:.yS�.:t.; r x�'� . `�: y r r ys F'I� S ( ..Ix . r]::i 2 - Year 1 �'UryY.�•r.:..;:• �- � S 2 ki t�3. i+4 F }.' r G } �i. .��� ✓,� k � may- � , 10-Year 2rr,f1343f t S( xY 7 Al Jyt- 4x3R7L�aha tt tltr cr ! 'F 25 Year r to L r Y r .t t r ,165 3 fY� N - SS{ _h J �S. r Sid r Y a G 8 ! ••`) Vtf 1t P IY x k -Au IJ } �•" yG 5^5' r�3 7 � � ...{ 1 ;x'F.• , S siP�i J'-rF� � ��' t uj `� .f 1 _ .wW}'Vf.v f' % h �i3 L T.r' - `t . i x v' iy� is % %u'4 t`•Y •Y.r�,. C.1"jl �• h7, t ♦ i '� M1M1 J f-� dN ['Y�-.} `�ti• }. Y `+.{ ,hi'.-�' r -si 7J 4 "�lii 100-Year nt, ttis�"t F tt��' �:iii ..ir !, .., .... 3,uY , .�., ..-lo R""7....... ? � S <.. i .�� . ., .t- L �E. <.;,,1...: G•yf};Y- . .Z,,..1, h,r . VI\ I • /sue r••��'f:'wagg ♦ ` �/ t' SEA PI MOM 'Ri'M 00 \ � � 5 \ , � .,� ; � � \ � .?$sue ~ \ � •'. ", .� _ - \ \ f/ ! l \ \� \(/ . ion,- ? \\ . � � � (� \\ �.� `' �• - -gas- -- \ �, ,, .,., _ 11 '"`{�\ �) / i �! 287 --284--\ \ ANALYSIS POINT WPslbe 01 Analysis Point 1 Existing Ultimate % Reduction (cfs) (cfs) }<' I 'FjY'W 2.4J a,r `t-5 ,; '✓'}n d�txl i 2✓ Ys7r aa ..f'y.'S / F`S•�t2'i { Y Jl':,:•,'o Y s"x'r?.�t`Cti 2 - Year. r b T .}c tic#yt Fx•{ t tit i�t �. r i 2Q31��[k a ° �Srr '1 45Yr /°„ Kam{ h109Y8 t E -�'t Ff r�<C•••l f, j.J ,� x .t�,r �}xt - -y 4 10 = Year,�s .t s, E;,�271uyy a; }µ -� "x�.-'�L .Y P�<ti 'i fur x'� .. fx r $: a . rx, t-r t �'i:s,•`r �:. 7 }., Y��..y��.Fs;1�L � y-a.K��rtrX t �7a t��r�,���ir�3 �1�hf .''x J(xttr rF {{n` �- 25 -Year ,ems rzr f ,;atwr 38`$���37 08%' �r+} � ,' Sf r �• .x �}"� �U 7� d I i't � ?.n �,-.. ., � .,� x7�' i �� d71 "7'Y . r �: 4 ,T'.0 ' �, t",{J:[ Cj75l. tw z f.45•.Cv'�i-?ry u rey 100- Year � r �'"}< x 34i58, ��� o w�� �f'�q-r� i�G Sb '�F �7s �rY rj (y a�Y{r; :. y'ct•Y"s: fh.;. �-.�rwt�i. �"'£.� , .�: ,, ro \ \ 283 \\ ~ ANALYSIS POINT 1 Ultimate Conditions Drainage Area Area (acres) Area (sq. miles) Impervious Cover ("/•) Impervious Cover (acres) Number SCS Runoff Time of Concentration (rWn) Lag Time (min) Drainage Controls EX-1 3.67 0.00557813 86% 2.856 74 5 3.0 Offsite EX -2 . 3.96 0.0061875 80% 3.168 74 5 3.0 Offsite P-3 8.37 0.01307813 0% 0 74 8 4.8 Offsfte P-4 0.28 0.0004376 100% 0.28 74 5 3.0 Sump P-5 0.31 0.00048438 90% 0.279 74 5 3.0 Sump P-6 0.68 0.0010625 0% 0. 74. 5 3.0 Sump P-7 0.95 0.00148438 0% 0 74 5 3.0 Sump P-8 0.18 0;00028125 25% 0.045 74 5 3.0 Sump 'P-9 1.49 0.00232813 90% 1.341 74 5 . 3.0 Sump P-10 1.06 0.00165625 90% 0.954 74 8 4.8 Sump P-11 0.24 0.000375 30%, 0.072 74 5 3.0 Sump P -12 0.3 0.00046875 70% 0.21 74 5 3.0 At Grade P -13 0.37 0.00057813 70% 0.259 74 5 3.0 At Grade P -14 3.24 0.0050625 40% 1.296 74 . 5 &0 Sump P -15 0.48 0.00076 90% 0.432 74 8 4.8 Sump P -16 0.72 0.001125 800/0 0.576 74 .5 3.0 Sump P -17 0.25 0.00039063 100% 0.25 74 5 3.0 At Grade P-18 0.24 0.00037 5 0 100 /0 0.24 74 5 3. 0 At Grade P -19 0.35 0.00054688 1000A 0.35 74 8 4.8 At Grade P - 20 0.37 0.00067813 100% 0.37 74 5 3.0 At Grade P -21 1.67 0.00260938 90% 1.603 74 5 3.0 Sump P - 22 0.92 0.0014375 6% 0.046 74 8 4.8 Head Wall P - 23 0.4 0.000625 100% 0.4 74 5 3.0 Grate P-24 0.38 0.00059376 100% 0.38 74 6 3.0 Sump P-26 0.78 0.00121875 95% 0.741 74 5 3.0 Sump P - 26 0.72 ' 0.001126 95% 0.684 74 5 3.0 Grate P-27 0.92 0.0014375 30% 0.276 74 5 ' 3.0 Sump P .28 1.25 0.00195313 90% 1125 . 74 5 3.0 Sump P-29 0.99 0.00154688 100% .0.99 74 8 4.8 Sump P - 30. 3.42 0.00534375 0% 0 74 5 3.0 Wet Pond P -31 0.55- 0.00085938 40% 0.22 74 5 3.0 Grate P -32 .' 0.13 0.00020313 95% 0.1235 74 • 5 3.0 Sump P-33 0.91 0.00142188 .950/6' 0.8645 .74 5. 3.0 Sump P - 34 0.43 0.00067188 90% ' 0.387 74 5 3.0 Al Grade P -36 1.25 0.00195313 0% 0 74 5 3.0 Sump P-36 0.32 0.0005 400% 0.128 74 5 3.0 Sump P-37 0.01 1.5625E-05 90% 0.009 74 5 3.0 Sump P-38 0.62 0.00096875 90% 0.558 .74 5 3.0. Sump P-39 0.96 0.0016 90% 0.864 74 5 3.0' Sump P - 40 0.53 0.00082813 1000/b . 0.53 74 5 3.0 Sump P-41 1.08 0.0016876 0% 0 74 5 3.0 Sump 2 N 0 75' 150' 300' I SCALE: 1" =150' .r � ��P•ce of rF����}, . - . - *' *AA JOEL R BOCK F5 ONAL KEY PLAN: REVIEWED FOR COOMPLI .NC B FEB 0 L 2011?_ � COLLEGL ,-) IiArm ENGINEERING DRAWING TITLE PROPOSED' DRAINAGEt AREA MAP JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER CIIII FSW96852 111161 ,,. DRAWING NUMBER CG202'. PRINT DATE January 18, 2012 10 9 .8 7 6 5 4 3 2 10"T 955.3640d 3 Lc596.0W 3 CBcS7 686.A0 CHc X �— X '/ SCOTT & WHITE MEMORIAL HOSPITAL ` ."'�!/ a..., ' O '��"" a.c586 15' PUBLIC R19. PG. 50 Y \ . `� ---: ~ GAS / ®ch SCOTT; % KVVUOD AND 7 ��'/ C /i�' a ' y 72 �3 "3 0 CITY OF COLLEGE STATION BRINDLEY FOUNDATIONS ✓ G '�_I�PRJ RIGHT OF WA AGREEMENT f Yam ' v VOL 402 . CT 323 S862 95'E 4f0.31' °... `— ql7J1 J" �' "-� F - fO O.P. .0 T. /,aPP`tG. 8 _ _ 8WW 26;W . -- �,9 �.. , "t' Cu 15'fUBLI,�RIGHT-(F-WAY _ `Q�G (i�-IIOL 179, PG, 50. 0.47 A'0.R.B.GT. CITY OF COLLEGES TION, TEXAS \ t t , _ ' Q �_� �, `r �"` ``�O.P. R!r- �i rX9 RG O A -��,/ �' ��•^'�" 20' PUBLIC UTILITY SEMENT • l _ GUARD Oa \ // VOL 950Q PG. 2 ` ^, i I _ - �-- SCOTT WHITE HOSPITAL / �-CITY OF COLLLLFF,,�GEE STATION, TEXAS O,� 2 _ _-' •.....� < Z Z I ` (ITEM tOr) 20' PUBU2�UTtUTY EASEMENT �',P� // O / G "-^� W o& / t j o h 20' GROUND ' _ Z9" / h0 2 / ✓ 1 9506, PG. 207 `� Y y�43 60 / / O.P.R.B.0 EASEMENT 11 `( 1 O.P.R.B.C.T. F G J h // / 10179. PG. 50 / L`aLLIiuNE 6123' COLLEGE STATION, TX Q a� 4,216 SO FT t (ITEM 10r) O FQ QG / T. o . ITY OLLEM STATINSI, TEXAS A G G l ty (\ j o / \ \ a 00 O // / \ \ABANDONED W/ELEC. �•a �.. 0' P BUC UTIUIY E EMENT o '' \ y p O�`J h Q. / .,,METER & BREAKER « --- OL �> I . / 20' PUBUC TILITY EASEMENT 307 Ct O.P.R.B.C.T. f n `�.-'`-302 pf d JO Q �t/ / 0 BOX-_ VOL 101 % PG. 50 15 PUBUC RIG T-OF-WAY ' �9 �p I--, h �G° �� • ��\� ` q° 90� o ib '°° W VOLO.P.R.BCPT. 50 ` N8 9 645MW L$ 0 �51Fq$`� °a \ �\ `D<c��s�Fge / \Amin /• L O 09Fq� �� �\. -•� o< ,�s�,,y � ' \ �____ ...-•-ao4'.�� � o-• �c ,."` \ a /,�• � %/j'u / ��s A�?,gNos � •� to g� ''�: •,�, \ \ �. � �,3° I , t � , �o`vR. co-'.� 04. � / / / 2P \ °T� >• � .g` ' Aga \ . \ � '> f TEXAS REGISTRATION #F 2966 I\('�' Q� / /� \ --- -�'O''J '?'`�T'"�3� rye,, c, '�� / �o` // / \ W�� \ \ `�° .2705 BEE CAVE ROAD, SUITE 300 .G / /` f f �\ �`� `\ \�° '� \ I AUSTIN, TEXAS 78746 G N N y\ / /\� \ --\ LOT\ MOON . MAYORA$ m %� BLOCK 2 \ Z / / / '- 'SC &WHITE HEALTHCAIR /� / ry0 1�PyQ G J z o w \ `emu \ \ \ \ �\ \ ARCHITECTS INC. \ \ S�VISION DELTA =9 13'07 " // // •5 \ Y01. 10179, PG. 50 �^ � / R=565.00' / O O•,`,�� o � jR � '�.1 �CB=N08'°9'29TJ LOT 2 �y p� 9•� 4, \\ / Ze , 23'PUBUC ACCES SEMENT / y VOL.10179, PG SOTT $WHITE MEMORIAL & WHITE HEAL CARE O \ \-z- /299 ^--- / � SUBDIVISION ` GT O.P.R.B.C.T. \ / »2a i •. /1 % f / /��` . / VOL 10179. PG. so , j s\ � I 484-238.8982 N17i3$8.K / \ I ! I. �#2 r \ \ 'O� Lo 3 \` -` ` \' - ^ I\ 2400 S. 31ST STREET / 44,41 �. TEMPLE TEXAS 76508 tz"�`'R BOO °O to y -__. \\ \COTT &SWHIITF �� \ .,_ \ I E / / h VOL. to179, PG. c>\ - ` ` p� . ENGINEER' -egDRAINEGE� 298 ' , �,k^ ep° h s� - I \ \ \ \ `\ \ `� JOEL R. BOCK, P.E. #98441 C.PG. 58/ / \ 1 JACOBS ENGINEERING // / T ` I \ \ \ 512-314.3100 r,e.,,r / /�• P� / DRILL SITE AND / ~O \ \\\ '� \ / e� //� / ` 1 y ACCESS EASEMENT y 9� \ \ \ \ — 2706 BEE CAVE ROAD, SUITE 300 // \ S\� -� n/ ` r L VOL 7095, PG. 66 eLOTK4' .-' /� // / 1 \ �,9rAs' �7 O.P.R.B.C.T ��o. ) \ \ \ ti ' AUSTIN, TEXAS 78746 \\ / / ` p \ ii1� by / ROC PRAIRIE \\ �� / axis \ \^+,h ARCHITECT: M ETPPACE YOL �8506• PG. 205 \ / C I / ro o y / 09 R.B.C.T / / / , ' \ / / \ ' \A,,_ ao f� 1 BOB A. LUNDEEN , AIA iQ / �; ✓ ,\ �o �. '� s l \ oo'S�icS o'n {on y r ��4 \ o c „ m m 817 OBS E26 �' mj ` r 00� I v°a4b JACOBS ENGINEERING �- ��• \�\ / / �,� / \ &Ph! / s° \ J� „ s,. �^ \\ _ -'ss9� cm 777 MAIN STREET ofC I o FORT WORTH, TEXAS 76102 IN ry9� .-- / / / I I L 1 : SCOTT &WHITE SITE - 37.12 ACRES BL JIK 7 j SCOTT & WHITE HEA CARE � ZONING - PDD - ORDINANCE #2010.3300 • SUBIQ�IRV'CAR VOL. 10Y79, PG. 50 LEGAL DESCRIPTION: I to' O ACCESS S LOT.1 BLOCK 1 VOL 10• SCOTT & WHITE HEALTHCARE SUBDIVISION r �i / / s\ (/ APm' / DO SUBMITTAL DATE: ROAI JUNE 13, 2011 ' ISSUED FOR REVISION DATE. GENERAL REVISIONS TO CLINIC 1 01/1812012 \ ,` GG�Oa �, d pF 9•'�po / \ \ z°� ` �iy I t0' P.U.E. & PUBUC �o Goo s �� { ° O �G J ♦ / ACCESS EASEMENT 9 `�O / \ \ / , ' VOL 10179. PG. 50 r O s tR`c�`{\ 11 F F. �P� // �Q�•a4� ` '$' , \ � b,tr �b:�s _ ..,-.-••• ''` O.R.B.C.T. - `.�•r vy • O� o f.. �LGp\.Qp�. / // / o @ P�. QG,�• ,\ �\ \ F. / t } �. 11 ITT 2f • � � fi o�`\, off,. ,�o / / JG • � og• \\ G Po . � / \ 1 tr `\ // ` y Q / ` �A Q� \ DF.*570.333" L-324 27' —292 CB IN E • \ ` � \ // � � Ppv 0�0 / 4' � CH=324.7t'ct o � \ `A _ N Q o, / Q' S`' 1\9 p. 9 0 $t �► i f 6 \ ®? b v LOT 1 / �O Go 1p�0. \ G / �� \ ♦ f ``\ �` D0.TA= 45" '\ / BLOCK 6 SCOTT &WHITE HEALTHCARE P v O• d R= .00' J e SUBDIVISION VOL 10179, PG. 50 o 292 fo r . < OT 1 BLOCK10 \ l?10-+ty` ��O C+ \ / ~ / SCOTT & 1I�ITE HEALTHCAi2E / f 3' o'.omSUBUt,VISION L. \ 10179, PG. 50 O.P.R.BT \� .G' / 0 50 ' 100 200 .o ` \ \ � \ / COMMON AREA / �k9♦ a "���j®\ TT & WHITE H h SCALE: 1 100 SUBDIVISI / 1f � 1 \ o O �G� C \ Oy `'� OF\\N\ s� \ \ \ �✓ tr ' ..................... JOEL R BOCK •• ;� \ � oG�o \ \ •y o� AG I � 98441 : �,/ \ \1 o sG��N� \\ \ \ ' / ' �'� -•-.. _.�-' '""'� LL \ '�� c�'EymG° ,+ O.�♦ <� �Q ••ts�j ° \ \AL / ^ ��\�ar�� LOT t SCOTT & 1HiITE HEALTHCARE KEY PLAN: \ 9 LEGEND sG \ 9N VOLS10179,SPG.50 \ \ °\ C��\ a9 _ 0 LOT I PROPERTY BOUNDARY OT6C WHITE HEALTHCARE - rn• r O o• BU \\`� y VOL 10179, SUBDIVISION �O - — — — — —. - — - EASEMENT OR SETBACK -�-- \ REVIEWED FOR ww WASTEWATER LINE � \ � ' N'''� a' �q9�.o \ � � / Q°�`'`o °y°''s��.o B PROPOSED WASTEWATER. MANHOLE \ \\ �� ° s �\ l m tiah' s°r ° !"" A 9�� g \ \ �,� c� S• ; a .._ +) EXISTING WASTEWATER MANHOLE'+� OHU EXISTING OVERHEAD UTILITY \\\ `°�\ 2ej �� FEB 0 C 2012 O - z EXISTING UTILITY POLE \\ ?�; 01 \ \ ; CLL a1N • WASTEWATER CLEW OUT ENGINEERING -¢ FIRE HYDRANT • WATER VALVE \\ � �- / '"� ' 2ACCESS' ASEMENTC '9 .-•�•-__- - - — ® WATER METER \ \`\\ O � � A QJeVG VIO 1.e. PG. 50 �o o.R.e.c.r. DRAWING TITLE wL WATER LINE . \\\ ����'��� � ��. � `� � / � �n y��,`.' \ . A• . �--�- FIRE HYDRANT ASSEMBLY \ \\ % O tipAGG c / / 2nccEss EnsF ENLI VOL 10179, PG. 56d o o Q° 0" ti °��. O.R.BC.T. N J Q� e �. OVERALL UTILITY PLAN -- — ' 8 3 O-� . EXISTING CONTOUR ` �� / A s EXISTING TREE04 \ / 1.0 9 8 7 288 LOT t �h S TT & WHITE HEALTHCARE \ SUBDIVISION \ V 10179, PG / \ 287 O .6 5 4 JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER F8W96852 11161 n DRAWING NUMBER cu-1 0 10 9 8 7 6 5 4 3 2 1 MATCHUNE - CU102 MATCHLINE - CU102 ___��_w_wwww-----�--------�_w_w��_w�_w w - --,www ww¢www /-r-y---�?__.-,____�www__-T___�__w_______t'd�-_www_�ww�w.ww�w��ww�--�-lT___w.___T-��.�___!'!__w� ,'�� �§�} i�• - -� i ---= =`� � , � /'!'��, � Q��� / / •'.- -- LEGEND . G GENERAL NOTES: 4 SCOTT & WHITE MEMORIAL HOSPITAL / PROPERTY BOUNDARY 1. ALL WASTEWATER PIPE TO BEPVC SDR 26. I� i j/ / ® SCOTT, SHERWOOD AND. H ��, 296 �/ - v - - - - - - - - EASEMENT OR SETBACK 2. ALL WATER PIPE TO BE PVC C900 DR 14. ALL FIRE HYDRANT LEADS TO I I BRINDLEY FOUNDATIONS H. � cQ ww WASTEWATER LINE _ -- BE DUCTILE IRON. � w PROPOSED WASTEWATER MANHOLE. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EXISTING WASTEWATER MANHOLE APPURTENANCES AS. CALLED OUT ON THESE PLANS. OHU EXISTING OVERHEAD UTILITY Al� SCOTT & WHITE HOSPITAL �� / / , \. / / / \ \zzzi-- EXISTING UTILITY. POLE 4. ALL GRAVITY LINES ARE TO BE INSTALLED FROM DOWNSTREAM TO Co. WASTEWATER CLEAN OUT UPSTREAM. COLLEGE STATION, TX FIRE . HYDRANT .5. THE TAPPING_ SLEEVE MUST BE A FULL -BODY, DUCTILE IRON SLEEVE IN ,� ,� 2s� /./ ,/ 29&/ WATER VALVE ACCORDANCE WITH CITY OF COLLEGE STATION SPECIFICATIONS AND • whats below./ � / / 6M WATER METER STANDARD PRODUCTS. Know� \ wi WATER LINE 6. ALL MANHOLE COVERS TO' READ "CITY OF COLLEGE STATION". TEXAS REGISTRATION #F-2966 \ WL FIRE HYDRANT ASSEMBLY �. all before vou dig,a ' / / / / / ' ' �¢' 2705 BEE CAVE ROAD, SUITE 300 \ rye' / / / �� / 7. ALL FITTINGS AND JOINTS SHALL HAVE THRUST BLOCKING OR SHALL BE AUSTIN, TEXAS 78746 07 TER / _ 3 --- EXISTING CONTOUR MECHANICALLY RESTRAINED . PER MANUFACTURERS RECOMMENDATIONS. ArHeR/ ( -- PROPOSED CONTOUR MOON MAYORAS 8. FOR SLOPES AND TRENCHES: ALL CONSTRUCTION OPERATION SHALL BE I �7 ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATION OF THE U.S. I ARCHITECTS, INC. \ \\ 4 EXISTING TREE OCCUPATIONAL SAFETY AND. HEALTH ADMINISTRATION (OSHA). • `\ tea` o" ��t�`� , / 2s� / / ' ' �' r-' \I OWNER: 9. AN ISOLATION VALVE, LOCKED IN AN OPEN POSITION, SHALL BE INSTALLED SCOTT & WHITE MEMORIAL ON THE FIRE SUPPRESSION SERVICE LINE AND SHALL BE MAINTAINED BY 484-238.8982 THE CITY. i 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ---- ( ENGINEER: � I JOEL R. BOCK, P.E. #98441 \ \ ". / / �r / / / ) •`/ N 6' 512-314-3100 N 1 JACOBS ENGINEERING 00 2706 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT: 80B A. LUNDEEN , AIA 817-736-7026 ACOBS ENGINEERING 777 MAIN STREET FORT WORTH, TEXAS 76102 \ / • c9 ' ' I SCOTT & WHITE SITE - 37.12 ACRES /,'� �, / / 1 \ ZONING - PDD -ORDINANCE #2010-3300 I LEGAL DESCRIPTION: LOT 1 BLOCK 1 o , SC07T & WHITE HEALTHCARE SUBDIVISION 29 29� `� ' 1-12" RESILIENT SEAT GATE V ` I SUBMITTAL DATE. 8 298 � \ � VALVE / ���� / ��, c9� \ REFERENCE CONSTRUCTION 1 JUNE 13, 2011 E / \ \- / DETAILS - WATER I ISSUED FOR REVISION DATE E / / N / / t / � GENERAL REVISIONS TO CLINIC 1 01118/2012 1--FIRE HYDRANT ASSEMBLY • V / // / / N \ �, \ ` 1-12"X6" SWIVEL TEE / C 1-6" RESILIENT SEAT GATE VALVE 11 IF 6" DI CL-350 WL ry x / �`Q♦O�� / / / \ ` 1-FIRE HYDRANT REFERENCE CONSTRUCTION ^ / G� ♦ / / rn ~ DETAILS - WATER 6 I / / 301 l / �� ��• / // 0�y� �: N \ 6 \ / 1 R v1EWEn CO N OMPLIANCE CO - 1--4' DIA. WASTEWATER MANHOLE qA •o / / / y�, I EB 0 Z01Z . FL (8" IN)=281.78 C LLE 1� IdGINEERING . • / / / o �`� : / \ \ FL (8" OUT)=281.68 / k ION REFERENCE CONSTRUCTION / / ` / DETAILS - WASTEWATER \/ 0 15 30 60 . SCALE: 1" = 30' \ 1-4 DIA. WASTEWATER MANHOLE �� -" E r �\ kk C `yo / \ FL (8" IN)=280.80 yyQ �/ ` I g; • •. •.q� 1, N \ \ \\ \ v FL (8" IN)=280.97 \ 0J� ,0'90` / / / ,�`�`// \ ; * : : *•1j, FL (8" OUT)=280.70 ti� e`�yo`� oQ....:......... .......... j --- \ JOEL R BOCK \ \ \ REFERENCE CONSTRUCTION • / / rn / 1 �98E / \ DETAILS - WASTEWATER \ / �� �' % \ `............................• / •� / \ CLINIC I _ - _ \ 1-FIREHYDRANT ASSEMBLY \ \ / f KEY PLAN: \ \ / 1-12" X6 SWIVEL TEE \ �/ 1-6" RESILIENT SEAT GATE VALVE 15 IRE HYDRANT 350 WL ZX FL 6" IN=290.00 \ I REFERENCE CONSTRUCTION \ \ �,�/ / / /'� REFERENCE CONSTRUCTION x \ DETAILS WATER \ \ \7 , DETAILS - WASTEWATER 1 , REFERENCE MEP PLANS B \ B LO LOT 1 1 12" RESILIENT SEAT GATE VALVE rn BLOCK 1. REFERENCE CONSTRUCTION cv w DETAILS - WATER / / \ I SCOTT SUBDIVISION. WHITE HEALTHCARE N / /, tiy�. \ Z. \ VOL. 10179, PG. 50. 0') v O.R.B.C.T. �' / / / /�/ . 0 \ \ I �' . DRAWING TITLE �-�-------- ---- �--- ------ ---- - -- 11w.�_� �L_�.L_j1 \ a \ \ lv UTILITY PLAN C _ �( _w�ww___ _____.� �iw/iii'r ww__ww win iiw __ __w _ _ ____ _ice______ _ _w MATCHUNE - CU106 MATCHLINE - CU106 JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER UTILITY CROSSINGS• A NOTE: CAUTION: 24"N L .=28098 CC:J 8""SD=292.67 8" WWL=293.50 \•� 6" WLL=280.1 1 ALL WATER AND .WASTEWATER CROSSINGS IN THIS SUBDIVISION SHALL MEET THE REQUIREMENTS OF TAC TITLE 30 CHAPTER 290.44. CONTRACTOR TO NOTIFY, CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS VERTICALLY AND . HORIZONTALLY PRIOR TO -START OF CONSTRUCTION. O 24: SD=289.42 . O 12" WL=294.03 ENGINEER IF CLEARANCES CANNOT BE PROVIDED PER CODE. 12 WL=294.18 8 WWL=280.94 O 8" WWL=286.22 -i 8" WWL=281.35 F8W96852 11161 A DRAWING NUMBER / 1 ' CU104 L.O 30" 'SD=284.35 6" WL=299.28 PRINT DATE January 18, 2012 10 9 8 7 6 5 4 3 2 1 10 9 8 7 6 5 4 3 2 1 MATCHUNE CU103 MATCHUNE - CU103 SCOTT & WHITE MEMORIAL c 1 \ DRILL SITE AND / \ LEGEND GENERAL NOTES: HOSPITAL ACCESS EASEMENT �� \ 1. ALL .WASTEWATER PIPE TO BE PVC SDR 26. t VOL. 7095, PG. 66 j \ - - PROPERTY BOUNDARY ® SCOTT, SHERWOOD AND. H BRINDLEY FOUNDATIONS H y O.R.B.C.T. z i ( �.,, o * / / \ 1 - - - - - - - - EASEMENT OR SETBACK : 2. ALL WATER PIPE TO BE PVC C900 DR 14. ALL FIRE HYDRANT LEADS TO = I 6� 40 9 �� 1-----wx+ r WASTEWATER LINE BE DUCTILE IRON. 1 � � PROPOSED WASTEWATER MANHOLE 3. CONTRACTOR SHALL FURNISH AND INSTALL - ALL -MATERIALS .AND e EXISTING WASTEWATER MANHOLE APPURTENANCES AS CALLED OUT ON' THESE PLANS. SCOTT & WHITE HOSPITAL OHU EXISTING OVERHEAD UTILITY ! \ ( EXISTING uTILTTY POLE 4.. ALL. GRAVITY LINES ARE TO BE INSTALLED FROM DOWNSTREAM TO COLLEGE STATION, TX I UPSTREAM. \� / '� '�' / ''� � I co • WASTEWATER CLEAN OUT 5. THE TAPPING SLEEVE MUST BE A FULL -BODY, DUCTILE IRON SLEEVE IN 0 FlRE HYDRANT ACCORDANCE WITH CITY OF COLLEGE STATION SPECIFICATIONS ANDAM • WATER VALVE STANDARD PRODUCTS. Zip 1 \ FL DIA. WASTEWATER MANHOLE / / / TEXAS REGISTRATION #F 2966 . ! � FL (8" IN)=299.36 �`` M / 314 . ` _�` �.. � � WATER METER ' " " . " wL WATER LINE 6.. ALL MANHOLE COVERS TO READ CITY OF COLLEGE STATION . FL (8 OUT)=299.26 / o / I 2705 BEE CAVE ROAD, SUITE 300 t ` REFERENCE CONSTRUCTION ^�� 3 / 314 �--¢- FIRE HYDRANT ASSEMBLY AUSTIN TEXAS 78746 t o I \ DETAILS - WASTEWATER �' /g 1 `n \ 7. ALL FITTINGS AND JOINTS SHALL HAVE THRUST BLOCKING OR SHALL. BE ' EXISTING CONTOUR MECHANICALLY RESTRAINED PER MANUFACTURERS RECOMMENDATIONS. 3,2 / � �\ o• \� _ _.._ _830 nnOc�>�I � n�AvoRgs (,a \� __�____ ____�. PROPOSED CONTOUR 8. FOR .SLOPES AND TRENCHES: ALL CONSTRUCTION OPERATION SHALL BE 1 \ O� / ��' O 300 ARCHITECTS, INC. 3, , 3,� �" ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATION OF THE U.S. / EXISTING TREE OCCUPATIONAL SAFETY AND HEALTH, ADMINISTRATION (OSHA). OWNER: 1-8" WASTEWATER CLEAN OUT \ / SCOTT & WHITE MEMORIAL 15' COMON EA t 10 FL = 299.49 313 9. AN ISOLATION VALVE, LOCKED IN AN OPEN POSITION, SHALL BE INSTALLED \ �✓ 484-238-8982 \ I VOL. 10179, PG\ 500 , "� / f ON THE FIRE SUPPRESSION SERVICE LINE AND SHALL BE MAINTAINED, BY 2400 S. 31ST STREET 1 � O.R.B.C.. \ � � 309 � THE CITY. - TEMPLE, TEXAS 76508 ENGINEER: 1 1 4 DIA. WASTEWATER MANHOLE 30 , ...--- '""" / / � JOEL R. BOCK P.E. #98441 • t o FL (8» 'IN)=290.26 8 �3'• P LIC ACC S EASE�EN \ \ i \ -512.314-3100 ' FL (8 OUT)=290.16 /� VOL. 10179, / \ JACOBS ENGINEERING t REFERENCE CONSTRUCTION 07 / ` 50 / r.-''J 2705 BEE CAVE ROAD, SUITE 300 LOT 3 \ AUSTIN, TEXAS 78746 \ \ DETAILS _WASTEWATER .R.B.C.T. 372 / 312 �� ._--- BLOCK 1 t \ \ I 306 - - --� �- SCOTT & WHITE .HEALTHCARE \ ARCHITECT: SUBDIVISION BOB A. LUNDEEN , AIA 1 30S / 3. ♦ �- VOL. 10179, PG: 50 817-735 7026 F ° \ 77 \ JACOBS ENGINEERING LOT' 1 777 MAIN STREET 1 / 304 FORT WORTH, TEXAS 76102 \ BLOCK 1 ° 37 SCOTT & TE HEALTHCARE 311 \ SCOTT &WHITE SITE - 37.12 ACRES SUB/ FL (8 WW LN) = 290.63 ...---�J / VOL. 10179 PG. \ \ / ® ZONING - PDD - ORDINANCE #2010-3300 i 303 FL (8" WW LN) = 290.63 O.R.B.C.T. ___ t 1-12" 45' BEND - LEGAL DESCRIPTION: REF. CONST. / • ° DTLS. - WATER $ 1-8" WASTEWATER CLEAN OUT \ Sp9 LOT 1 BLOCK 1 ! \ "`` SCOTT & WHITE HEALTHCARE SUBDIVISION 10 FL = 292.03 F yR. c,..r ! 02 " " \ / SUBMITTAL DATE: 1-12 X8 CROSS \ JUNE 13, 2011 E \ 2-8 RESILIENT SEAT GATE VALVES \ � issuEu FOR REVISION' DATE / / / �\ o REFERENCE CONSTRUCTION DETAILS - WATER. \o VI%t'�tIoi t / / / / - - - - - - \ \ ` \ r GENERAL REVISIONS TO CLINIC 1 01118/2012 • EXTEND 8" WATER LINES BEHIND BACK OF CURB FOR FUTURE CONNECTIONS. VA -Call befommalk Yno dig. LVES ;- - '- � D O TO REMAIN CLOSED. �j`� 30g �-- • 1-8" ISOLATION VALVE WITH LOCKABLE LID ° 6 �° \ 3\\\ �p 4 REFERENCE CONSTRUCTION DETAILS - WATER. \ 8 1--12"X8" CROSS Aim / \ 1-12" RESILIENT SEAT GATE VALVE 308 0 �� ° 1-8" WASTEWATER \ REFERENCE CONSTRUCTION DETAILS - WATER. 9� �p 308, �cssF \ D CLEAN OUT �.. FL = 291.55 1=8" ISOLATION VA LVE. WITH LOCKABLE LID .- y' \ `\ D ! " REFERENCE CONSTRUCTION DETAILS = WATER: 30> ! amoa; } \ N 1-12 45 BEND '�! �� ! REFERENCE CONSTRUCTION \ FIRE DEPARTMENT CONNECTION DETAILS - WATER \\ 1-6" WATER LINE-,-- t REFERENCE CONSTRUCTION �-- 1 1 REFERENCE MEP PLANS FOR. 3 \ \ DETAILS --WATER D 30s 307 t ` 8" DOMESTIC WATER. CONNECTION \�,! \\-- ---- t ` 1-3" DOMESTIC WATER METER \ \ -- t REFERENCE CONSTRUCTION \ \ o � �3 p6 �, .---" �-- .`. c \ t DETAILS -WATER. \ \ D \ s� \ 0 15 .30 60 t REFERENCE MEP PLANS FOR \ 3 04 306 \ 90�'r p _ ! � 8" FIRE LINE CONNECTION & \ D �°1' .�......_. _.._ ----- --- -- ____ �-- ---- --- OS \ SCALE:1 = 30 t 6" FIRE DEPARTMENT CONNECTION `. �' � \ 1 1-12" 45' BEND 1\ 1-FIRE" HYDRANT ASSEMBLY CLINK REFERENCE CONSTRUCTION �0� �' Q '� 1-12 X6 SWIVEL TEE 1-6 RESILIENT SEAT GATE VALVE / `306 �" �JOEL R BOCK •.•.•� ° DETAILS -WATER � 3 � -- - - 8 LF 6" DI CL-350 WL � 3 --- 1 ` 1-FIRE HYDRANT 305 / �......j.......� \ t ` �, I \ REFERENCE CONSTRUCTION _ 3 \ \ �,- •.<� DETAILS - WATER~-- s / •ss �G.. D � 0 -, o t4`NS•G�,.•' E W E® ®� KEY PLAN: t 1 ✓ 1 - 03 �E��� �� t \ \ \ 04 COMPLIA j . t / O 30 \ \ Eg, p Z 2oi2 15' P.U.E. \ \ COLLEGE � �� 6®N 1 ./ VOL. 0 3o ENGIRING -- \ 2 301 303 07. .-� i � 302 \ \ 302 / / \ �------ 302"'`.--� DRAWING TITLE IJACO m°y \ 301 3p3 UTILITY PLAN "D" MATCHUNE - CU107 MATCHUNE - CU107 JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER ws' UTILITY CROSSINGS: F8W96852 11161 A 18" SD 288.64 O 8'X3' SD=282.41. O 24" SD=284.46 10 48" SD=283.42 12 WL=293.79 8 WL=296.50 8 WWL=282.04 8 WWL=291.35 WARS DRAWING NUMBER THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE Cj U 05 O12" 18" 12 SD=285.45 WL=294.32 WL=295.09. \`„'1 �.:,J 48 SD=283.46 8 WWL=291.29. 2" WL=295 68 O 8 X3 SD=282.39 11 12 WL=295.01 6 WL=296.50 8 WWL=291.05 J 8""WWL 300.73 RESPONSIBLE FOR AVOIDING ALL EXISTING ' UTILITIES BY CALLING TEXAS ONE CALL SYSTEM CAD 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 48 HOURS � _ PRIOR TO BEGINNING CONSTRUCTION. • PRINT.DATE January 18, 2012. " 10 9 $ 7. 0 5 4 1 3 2 H A E D 4] - A 10 m Fm . -6� 12 7 9 8 7 300 295 290 ON we] I 285 280 :s a���■■■i�■.�a■i�i �■i 275 00 9+50 10+00 10+50 11+00 11+50 12+0012+50 13+0013+25 9 8 7 301 29! 29( 2 8,' Ill 27� 5 4 2' X 08 4f SCOTT & WHITE MEMORIAL HOSPITAL X 309 SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS H 10 I& x SCOTT & WHITE HOSPITAL 311 N COLLEGE STATION, TX 317 0* 50' 10.0 ------- SCALE: In 50' X. 313 TEXAS REGISTRATION #F-2966 .2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 314 ISTA 16+81.64 ON —SITE WW LN MOON MAYORAS 0 UTILITY CROSSING -G LEGEND. RCHiTECTS, INC." -vw WASTEWATER LINE too 45 OWNER: 0 WASTEWATER MANHOLE SCOTT it WHITE MEMORIAL Co. WASTEWATER CLEAN OUT 9 EXIST. WASTEWATER MANHOLE 2400 S. 31ST STREET TEMPLE, -TEXAS 76508. C14 FIRE HYDRANT ENGINEER: STA 15+44.51 ON —SITE WIN LN STA 17+".51 ON —SITE WW LN WATER VALVE INSTALL 4' DIA JOEL R. BOCK, P.E. #98441 INSTALL 4' DIA WW MH WW MH WATER METER 512-314-3100 8" WW LN STUB AND PLUG WATER LINE JACOBS ENGINEERING 5' BEHIND SOC ___wL ---------- + FIRE HYDRANT ASSEMBLY 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 —690 — — EXISTING CONTOUR PROPOSED CONTOUR ARCHITECT: BOB A. LUNDEEN, AIA PROPERTY BOUNDARY !2 JACOBS ENGINEERING TRANSFORMER 777 MAIN STREET RA IV FORT WORTH, TEXAS 76102 SP/CO SAMPLE PORT/CLEANOUT SCOTT & WHITE SITE - 37.12 ACRES I > .0 ✓ POD - ORDINANCE #2010.3300 0 ZONING LEGAL DESCRIPTION: LOT I BLOCK 1 SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: 'JUNE 13,2011 ISSUED FOR REVISION DATE E GENERAL REVISIONS TO CLINIC 0111812012 JACO MOON - MAY�ORA,$., RC H� TE TS, IN D. ON -SITE WW LN e 315 103 Ln LL. 310 A 305- 300 7 0 e PVC s1fit-7.10 .... ..... ..... .. .......................... A, 295 ce V14 290 18' STORM CROSSING 7 L Station= 164 81.64' elev =0 285 ol ci 4 4 C' 11 V, 48)p STO M CROSSING z z 'Station=' 3+45.33 m 0 z 0 Go 00 co elev 3.4150 la b,6 i 00 Lftj lfthtj L,-.J-F. 1Lj _j @ _j LL_ C14 a: 0 0 ry n n (0 co c 0 0 L0 V) 0) 0 00 tl) cli �t d V) 00 C*4 0 0 LO 10 pl) 00 "q: rl) 0) C14 00 L0 0 pe) 00 to 0) C4 0 IR (0 0 V) 00 14: P, a) cli cO 0 M a) Cy) N q 00 0 M G!rn of 0) N 00 0c) 0 r7 C 0 pe) re) 00 06 0 0 0 320. RE1%�EWE FOR, COMPLI N FEB. 02 2012 315 cO��E di LION 6ub 300 295 290 NOTESi 1. ALL WATER AND WASTEWATER CROSSINGS IN THIS 285 SUBDIVISION SHALL MEET THE REQUIREMENTS OF TAC TITLE 30 CHAPTER 290.44. CONTRACTOR TO NOTIFY ENGINEER IF CLEARANCES CANNOT BE PROVIDED PER CODE, I 1,)+50 14+00 14+50 15+00 .15+50 16+00 .16+50 17+00 17+5017+75 4 6 5 PROFILE LEGEND: SCALE: PROP. FINISHED GRADE I "__501 HORIZ. EXIST. CL GND. 1`_-5' VERT. N 3 2' VIA c ................................ • EL R BOCK ............................ w N Nos, KEY PLAN: B <X> DRAWING TITLE PLAN & PROFILE ON -SITE WASTEWATER LINE JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER F8W96852 11*161 A• DRAWING NUMBER CU202 PRINT.DATE January 18, 2012 H ...G 19 14 Ic C41 di u� 10 j 9 I 8 I 7 I 6 5 I 4 JIV w W —Z `W I WUL —z — jj ! W W W W W 3 W I 1- 305. m w J r' op' to 3 to m .� z I m I:_ w m zz o z «f -1 O r O �" ' z to o u� ''Fa - N r N; -!_t° .- .f c�i•� a , m I tr ; - t Z N o- co Z N cx I ' a_ m o �—} — W I N �Z ,n o N fl Z o -- (A t�z o� m W ± i (A Z f fA �n- I- N Z cn w Z i o{� i ± M'• W ± i . ; , -�; x; ,Z • Z N O; O k0 0 ++w O Of p.ke___.__- rit. + ppj - (0 N ___..__._ .. _.-... {._._._.N..__.._f?. :-z + J ___.._ _ _ ..__ ... .... _ _.i___-__----...._._.___..1._ _ _.. O. it}__ _JA. �; :__..0. 1� •-___—..tth to —tom. ._lL _ _._�.___..__---._.�__..___1V. ; pp { •- is T _. _._—_--__.t.__-----. .='• _.._.--- _-__.___ ... { ttli + .N.'� 300 r ? + i i 10't m' 0 O r !r ! rn _.. m 1 co z + , ! ---- - 295 , i� � � ` , If E , Lf pJC E-. P__ 0...9_.—. ___ .__.Y..__.-_-. _.______ _._..__--_•.-. I _ __..__ ._. rnStation-4+49.5 - J-----�243- F:-_PVC-PIPE-0--0.23X__ ___:i�_ --_•-__.___..._l-•-_..___..___._ _ Z" '. �.._...._.__...._;.i. I __S.____..__.I_..N_-__._..-_..___-G_.__-_...___ W._ ...___ STORM C�ee N -... i_• Station=10+31.82 � -- .... _.... ._-._. 89 285 ._--_. ..-._-._.-._.._. ( _ ._O___ 124�STORM Station- EROSSING ___. .�_' _ _.._____._.___._._-._-_-_..__.___- 24" iSTORM_...... __�__W.____.___.—_. ____...»..�_._____.__.__'___..___ ._._._._-_ _e. +45.28 NPC _ •.-_._—._.___—� _ j ...._. ___�_R..__ __. _" _ -... _- o 280. ___1?,i13. ___._.. .___._—__ _C-__ .:___jii�j��I, __._ _. __,__-_-_...._.._._.__...--. .__--.__- .fJ;:• .oN_"nMD?�1_ ___.._.. _-_S._ ____. w____.._._.._.__. ._._...�__.__- Y_.I_ ._-._-._.__—_._.____...-.-_ ,!{ ._.._ _—._._._-_-.-.._.-_.- - m _�_..O_-__-_ ._..__...�_C. _P..—_ _._.l;�I; _...____....._.._. _...__.__.__.._. go ._...______.____.._.. _.-. _M.-. _. .1!J•;iJ ._ 275 N N cq Ltj N N 71.23 Station=2+ Z NN -____ ._- .___ �;!t!} eev s_.C_n_-f.__-..,±?s{ ,1, _. . _-.-_ _____.__. .,}1 NStation=0+39.00 __..._.._- ____._. _- N _._._-_.sCt._ 274.410 � telev Lftj uj t t� :J � J n h c'OO' 00) n O :7 0 �t' to to � n to t0 i` N N �i r 00 co O N 00 N 1- CO (0 O N O N d d m 0) N t- N (0 0) d d N O rn t` n O O �t O N 0 (Q' co 00 O W tb 00 n 00 00 OD 00 00 00 00 co 00 00 CD t0 CO (O 0) d 0) LO 0) r- n O 00 m O. n O to .- O n c� N O O 17 ,- .- a0 n v? N •- d N t, t0 to N to O O M d to h M O c6 O 4 d 0) tf) d' d 0 O to N N N N N N N 00 N of N 00 N 00 00 N N 00 00 N N 00 00 N N 00 N 00 00 N 00 N 0) N 00 N O 00 N Cfi 0) 0) 0) 0) 07 0) 0) O 0) 0) 0) O 0) O O O 0) CA O 0) W .N N N N N N N N N N j N N N N N N N N N N N N n N ul- i s I tw I -I-Du /-+UU Z+oU 6+UU 6+11)U. 4+UU 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+5( 10 9 8 7 6 3 2 1 III; SCOTT & WHITE MEMORIAL HOSPITAL . ® -.SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS H SCOTT & WHITE HOSPITAL COLLEGE- STATION, TX 0 25' 50' 100' SCALE: 1" = 50' JACOENI TEXAS REGISTRATION #F-2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 LEGEND mooN • MaYORAs G �ww WASTEWATER LINE ARCHITECT$, INC. 0' WASTEWATER,. MANHOLE co, WASTEWATER CLEAN OUT OWNER: O EXIST. WASTEWATER MANHOLE SCOTT & WHITE MEMORIAL 484 238-8982 4 FIRE HYDRANT 2400 S. 31ST STREET TEMPLE, TEXAS 76608 • WATER VALVE 0 WATER METER ENGINEER: wL WATER LINE JOEL R. BOCK, P.E. #98441 --4 FIRE HYDRANT ASSEMBLY 612-314-3100 JACOBS ENGINEERING EXISTING CONTOUR 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ..---------830 -' PROPOSED`CONTOUR - - - - PROPERTY BOUNDARY ARCHITECT:. BOB A. LUNDEEN , AIA Q TRANSFORMER 817.735 7026 JACOBS ENGINEERING F SP/CO SAMPLE PORT/CLEANOUT 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - POD - ORDINANCE #2010-3300 LEGAL DESCRIPTION: LOT 1 BLOCK 1 SCOTT &.WHITE HEALTHCARE SUBDIVISION ' SUBMITTAL DATE: JUNE 13, 2011 E ISSUED FOR REVISION DATE GENERAL REVISIONS TO CLINIC 1 01118/2012 310 305 EVIEWED FOR OMPLI[ANC FEB 0 2 2012 COLLEGE 6IAI-ION ENGINEERING 300 Ilk• �+ .: k....... .............. ::. JOEL R BOCK NOTES ............................. � 295 1. ALL WATER AND WASTEWATER CROSSINGS IN THIS SUBDIVISION SHALL MEET THE REQUIREMENTS OF ...... a-•► TAC TITLE 30 CHAPTER 290.44. CONTRACTOR TO t�\\�`"` �•.""�, NOTIFY ENGINEER IF CLEARANCES CANNOT BE PROVIDED PER CODE, KEY PLAN: 290 2. ALL .FITTINGS AND JOINTS. SHALL HAVE THRUST BLOCKING OR SHALL BE MECHANICALLY RESTRAINED PER MANUFACTURERS' RECOMMENDATIONS. 3. SCOTT AND WHITE SUBDIVISION PLAT LIES WITHIN THE HARLEY WATER IMPACT FEE AREA. 4. CONTRACTOR TO COORDINATE WITH CITY UTILITY 285 DEPARTMENT/STEPHEN MALDONADO JR. (PHONE # 979 764-5011) ON ALL WATERLINE CONNECTION WORK INCLUDING VALVE WORK OR EXISTING EX B � ..�•: WATERLINE REMOVAL PROCEDURES. 18-INCH CONNECTION WORK MAY BE REQUIRED TO BE PERFORMED AT NIGHT. 5. FOR SLOPES AND TRENCHESi ALL CONSTRUCTION 280 OPERATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE: REGULATION OF THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). 6. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID OWTHE THE CITY'S ISOLATION VALVE. DRAWING TITLE THE LOCKABLE LID SHALL, AT A MINIMUM, SUPPLY 275. THE EQUIVALENT PROTECTION AS THE AMPro USA, PLAN & PROFILE LL562 LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY THE COLLEGE STATION ON -SITE WATERLINE I N E UTILITIES DIRECTOR OR HIS DESIGNEE. JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER FSW96852 11161 N Isi N DRAWING NUMBER .CU301 v+UU v+SU 1 U+UU 1 U+SU . 1 1 +UU 1 1 +5U 12+0012+25 PRINT DATE January 18, 2012 5 4 3 2T� 1 10 . 9 g 7 _ 6 5 4 3 2 1 1 STA 5+35.75 / � ` ` � • INSTALI-- N 1 12x12"xs" TEE HOSPITAL SCOTT & WHITE MEMORIAL 1 - 12MGV 1 - 6" GV STA 10+31.82 ON -SITE WATER LINE (� I ® ® • SCOTT, SHERWOOD AND H y 1 - FIRE HYDRANT W/ ti� STA 7+06.97 ON -SITE WATER UNE ®UTILITY CROSSING / 0 w �� BRINDLEY FOUNDATIONS �-{ REQ D BLOCKING ®► UTiLTIY CROSSING h "� � � o� I 1 ti STA 10+09.45 ON -SITE WATER LINEN A j ` N STA 4+99.61 w STA 6+45.28 ON -SITE WATER LINE 0 UTILITY CROSSING / / ~ J / / / / LL- N if 1 S_i' 45' BEND ® UTILITY CROSSING _ -, / 1 • STA 4+68.13 / I i1 �\ SCOTT & WHITE HOSPITAL -' INSTALL: tj 1�� COLLEGE, STATION, TX 1 - 45' BEND o +-� ---' - -- --7 --- ---- ---- -- ---� - - - - _ WWI_ _mAil `� 0 25' 50' 100' -sv - o I °� STA 4+49.50 ON -STYE WATER LINE / _.. - � � -' - - - -' - - = _ - - = - j- 0 ® UTILITY CROSSING / JI IT '4 '9 '4 ''' '4 'Q 'q '4' 'S' E - '4 '4 , �►' - - '4 ,q fl- o o o o I SCALE:1 - 50 N ' STA 7+27.71 STA 9+51.33� INSTALL:S REGI ausuc ccE$ EASEAI INSTALL. » » 8 a' ° 270,5 BEE CAVE ROAD SUITE 300 ' ' I1 - 12»x12"x6" TEE von > »s, c. so 1 " 12 x12 x6 TEE Qr p r,, 1 , 1 - 12". GV ' o .a.c.T 1 - 12" GV / o AUSTIN, TEXAS 78746 G N Z W I " GV 1- 6" GV p '1I'l � 1 FIRE HYDRANT W/ FIRE HYDRANT W/ � � II LEGEND REQ'D BLOCKING ' . REQ'D BLOCKING I �4 p �. �' f I MOON • MAYORAS f� . oww WASTEWATER. LINE ARCHITECTS, INC. k, WASTEWATER MANHOLE co • WASTEWATER CLEAN OUT OWNER: O EXIST. WASTEWATER MANHOLE SCOTT & WHITE MEMORIAL 484-238-8982 9 4 FIRE HYDRANT 2400 S. 31ST STREET STA 2+71.23 ON -SITE .WATER LINE ,VO P.U.E. PG. WW I I \ / w TEMPLE, TEXAS 76608 ® UTILITY CROSSING -Tr 17I ' ' / / I I WATER VALVE O.R.B.C.T: ' WATER METER • � I I I I I WATER LINE ENGINEER: . STA 2+35.93 \ \ I JOEL R. BOCK, P.E. #98441 ALL: 2 I I / .: l % i wt"--� FIRE HYDRANT ASSEMBLY 512-314.3100 1 - 12"x12"x6" TEE STA 2+46.15 2ss JACOBS ENGINEERING /I 12" GV I INSTALL: 2ss zs7 ss / 4 \ I -690 2705 BEE CAVE ROAD, SUITE 300 EXISTING CONTOUR , 1 _ 6" GV ,� 1 - 12"x6" TEE v ' '4' S' I AUSTTN, TEXAS 78746 1 FIRE HYDRANT W/ 1 - 6" GV -- sao - PROPOSED CONTOUR REQ'D BLOCKING I 1 - 4» WATER METER ( I ' J ,i 29 - PROPERTY BOUNDARY ARCHITECT: I If Id' fN I ' J t N/ s l BOB A. LUNDEEN , AlA' STA F j INSTALL• 6.14 N I - 1 ' ( � I �•, 300 o QT TRANSFORMER 817-735 7026 c ' I ` I 1 0 301 JACOBS ENGINEERING 1- 1 - 12 x6 TEE » I M SP/CO SAMPLE PORT/CLEANOUT FORT MAIN STREET r 1 - 6" GV I 10 FlRE SUPPRESSION UNE / 2ss FORT WORTH, TEXAS 76102 r 1 - 4" WATER METER ( N., ' t ' ' ' 1 ^� - / \ / SCOTT $ WHITE SITE - 37.12 ACRES y , J • ( °sp/ f ( ~ / / ZONING PDID- ORDINANCE #2010-3300 cy LEGAL DESCRIPTION: --fl ' I , ''� / \ / , LOT 1 BLOCK 1 STA 1+00.00 ON -SITE WATER UNE I ' o / SCOTT & WHITE HEALTHCARE SUBDIVISION CONNECT TO 12" WL 1 STA 1+99.65 I N / �N 1 I } z I i 5 INSTALL SUBMITTAL DATE: ' s J 2s2 , - , 2 TEE \ E 1 12" GV r + / I JUNE 13,'2011 STA 1+49.86 1 - 12" TO 10" REDUCER I \ , o INSTALL- 1 - 10" ISOLATION VALVE I I + I I i " t REVISION E ' 1 - 11.26 BEND LOCKABLE LID a ' \ "'' �O ISSUED FOR DATE ' GENERAL REVISIONS TO CLINIC 1 01H8/2012 WITH ( I r� .00 \ 0 •e3 / .V t D ON -SITE WATER LINE A ? W W W W 1 W ( I ! t 1 I ! ; t _ t UziLLJI -'' '-t- m305. m: 3 N -i---IAJ z I in T Z - ; O� - -�'� { ' i I W I i i I VJ: , ty� I I .-04 .-- -- sx N 1i � Lu 1- z Ot�a._ �Wm ZrN z ' On' a o � m z 0 . i:n m :N° o i �N � ±+W + �o� z `L�t !I __ _.. l �. _.__�I __. _ ._._ _ ..�. - __�.___;__.___...__�.. �o`• o00}� jt d(i O.a300 a10 ?i a a o z . _. -1- > i i + z + i k j •`" .:_�._.....___�_..._._'._____..__._.____....:__t_..__...___.___..__..._ Wit. ? ____.. � %n , a ' a I ) - ��- _..---- 295 _ , 1 � I I ._ _ ____ _________.._.__. _.__# .._.___._.-.._._ ._. ..: _. •---_..__--._ ._.___-�� PPE_®_.0,97� . . ' ...... , _.._.___.._. ....__..-__-_-_ fv L.. ,I TORM Station=4+49.50 E N „ co': PVC PIPE., 06 1 :24i' _ STORM C_ -- 'OS SSING ® r - I n Station=10 - � 410 - I 1 ; .� _ ; � �- 28.g ,�.______._..__.___ �__�___ �_�. ..__ __ _� - - - 285 1 ;_ ; o -' _.- STORM CROSSING » ` 24 (STORM CROSSING i , i w Station-6+45.28 , ( Station=7+06.971 I �........... Irn I II i.00 286 310 ; .- I O , L___. ___._... I -.....__..,_..__.__.:..._._.___._._...j_�_... � 280 N I j ? i _..___._.---_....._.___....__.._.. _ .__. . -•_---___--_---__ _ I j :.._..._�_.__.- _ __.____._:_.._.__.- •--___ -.._.. _ c)__..-.__-_-__-__. 00_.--_._.__--.---- ,�. o N , •' 1 f ! ? _.._ _.__._: _... _.._.. » -_.__..._ _.__.___.__-�_____._____ ___.; ._____�._-_ __; ___Statio►a-1-0-+09�45 �y _ _._.__ _ ...,. ____.._. _ __ ;__--- _..__ _._. - ____.___.L__.__ _ __� :_. _ _. __ __..____ _ _�____ .___._ _ . _______ .__...._._ _I___._____________. __.._..._.__....__`. ___.__. 1 ' - elev___.._ 280944_�_.__ OD w 275 N N N N O „ Ni NR G'' O? i '! I ;Ii ___---_-._._._ _ - N_ N Station=2+71.231 ? i ._------- _8_QN o`�I'• �i_ EXIST. -...8" W!/ LN B CROSSING - a a �I elev ` = 275.239 _ n a.__.___._.--_ II sif s-__ i 1 II -------•--- i Station=0+.99.00 . .. i N N _._._: _._ N -i __ _ _ _ _. _ ____ ____ .._ s N i I N---•_.______ _ __'_..._.._ ___ t__..__:.. _.__......__.____.__.L._� __.-_.____._ ; s__.____.._.__._.___i___...._.______._:._--'----.-.________ �'.- 274.1410 y , � LtJ t� LLJ t tiJ I W!~ i 1 -- _; ._ _ .___ __._ _._ .___ �__.____ _-_--•_--. _.. .__.__ _.__._.____.._.__,. �..._ ._ t>cq h �(O M W r � 0) CO (O � � 00 (O N CO N(O c to to O M �} 0)N 0)O It cN to G k-co CO co 00 (O 0000 00 to 00 (0 00 rfl 00 (0 d Oi o A O 00 01 to O. li N7 h (O U O d O :Oo 0 O00(O U' N N 00 N N 0 N 00 b 00 00 00 p O C Q1 C(rO ON i A (n O M 00 If tt3oN l.l..i C14cli 04 N N N N N Oc} O 0) N 0) N N 0) N N 0) N N 0)0p N N Od' to 1 N 0+75 1 +00 1 +50 9+nn )4--rin _i.nn 'K . ,, 0 310 REVIEWED FOR �O�VAf I.ANCE FEB 0 2 2012 305 COLLEGE iiAfION ENGINEERING 300 `��-�•`.���� . ..........................:..../ NOTESi JOEL R BOCK / � ....i . ..' 295 i :� 1- 1, ALL WATERAND WAS THIS � �.�•. SUBDIVISION SHALL MEET THE REQUIREMENTS OF TAC TITLE 30 CHAPTER 290.44, CONTRACTOR TO \\�0t`= NOTIFY ENGINEER IF CLEARANCES CANNOT BE PROVIDED PER CODE, KEY PLAN: Too 290 2. ALL .FITTINGS AND JOINTS SHALL HAVE THRUST BLOCKING OR SHALL BE MECHANICALLY RESTRAINED PER MANUFACTURERS' RECOMMENDATIONS. 3. SCOTT AND WHITE SUBDIVISION PLAT LIES WITHIN THE HARLEY WATER IMPACT FEE AREA. a; 4. CONTRACTOR TO COORDINATE WITH CITY UTILITY 285 DEPARTMENT/STEPHEN MALDONADO JR.(PHONE # 979 764-5011) ON ALL WATERLINE CONNECTION B WO • WORK, INCLUDINGVALVE WORK O K OR EXISTING WATERLINE REMOVAL PROCEDURES. 18-INCH CONNECTION WORK MAY BE REQUIRED TO BE �- PERFORMED AT NIGHT. . 5. FOR SLOPES AND TRENCHES ALL CONSTRUCTION �s 280 OPERATION SHALL BE ACCOMPLISHED IN�� ACCORDANCE WITH APPLICABLE REGULATION OF THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). ^� 6. ' ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON -THE CITY'S ISOLATION VALVE, DRAWING TITLE THE LOCKABLE LID SHALL, AT A MINIMUM, SUPPLYr THE EQUIVALENT VALENT PROTECTION AS THE AMPro USA, PLAN & PROFILE • LL562 LOCKING LID. ALTERNATE LOCKABLE LIDS b SHALL: BE APPROVED BY THE COLLEGE STATION ON -SITE WATER LINE UTILITIES DIRECTOR OR HIS DESIGNEE, JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER F8W96852 11161 cV to 0 N 10 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10 00 DRAWING NUMBER :F 1 CU301 + 10+50 11 +00 11 +50 12+0012+25 PRINT DATE January 18, 2012 j 8 7 6 5 4 3 2 10 I 9 8 7 I 6 -5 4 I 3 2 I 14 C wr JIv I W W i W W W i W W Z 3 3 3 re i 3a ce at !t wI + '•;;191 3 z 305 ';: m a___:-.. I . i m N.•_.r__.pa.(-_n V! W_ I!i zz o I1I i ,Q , zoaNa+ s-W-0o_ OOto Im .+ N �v � � ., p p O Ill O itwCADi O Mi;i p — . ++W + i.._.- . .__..--___..-_ ln�2O__._p_-J___( _-__—_-____�__ ._._-..-_. _.-_l_l_'_1 0)C�N!. N If 04 O 1m _. . p ._-J� i _- 300 i z . f! -_i_ a�z -W5 z i+ Z. +; a _ 295 . PE LP12 ._ ... (,i. Station=+4 p._....____.___-___.__.__.e-._..-____C-_e M ...=efe- ._ .__. _e--__.____-. __.-_aF0.N.w_._ i•, _ 86.77 _0._23X_______ 1. -____..___._ __ cq C 2411i��'i -__- •--s�znCa_. t2 - •. _... -- ..-____-.-__-.-_.__W--! __ .__ Station =10+31:826 __- �i,��!i • e- 0OSSI-_-NGPIPE__ 285 .-.� _t__ (ROBBI NG . .. 24" (STORM CROSSING124»STORM _.•r__-.-.__._ _._--._ ..2-__.___._._ _-._�-_.-.__ _ . Station+45.28 Station=7+06.97 _.._ .-__.—_ 0...__._ -6____�._:._ •.rii,f!,i;, ___ _--. _-- _- .�. ___-.2_.-__ _._—•. _a_...-___ ._ .- __ ____.v_._..___. _-___-2.-_.--_..�.-_8__- _ __ 280 0STORM - 4 1280.944 N �__-_.__.�I(;iii _..___ .- __. -.a ..__._._______._.._0 �.__._.___.._____. .3__ ..WN.v. _elev __.. .__--_�____._-_____.___..^-_.-�___-___.-_-._—. ..__---..... ;i`ii 00 __.»--.._._-____..._•._.. ..__.____ ._.._._...._____..__..___ .-... ...._.=-._-..-._...--.�atp_.o___ - 275 _.._._._,— _-.. _.. N N _.`"'. ; iI(ji`i! ; �_W_°p'.QOOp_z..'�...___.'s `ae'__.I_L•_Z�e--/o-s N Station=2+71.23 j N i N i;, Z!N_CR9SSING! - _ SIu -__ .P_--__V..-___..C._--__.__. _..__-. elev i 275.239 .__ s_NI.�.-_.-_- __ R__N._______R__._t:.__o.__J _._.__.6__....._-_.�_�_ �i( —!_ .__._....______ .___ __.__T__ .._-. _- s!eMm-i,4:,'j'i•: I _____•._--_--._._.___......._.._______-__,•;:i!i(ii;;,7i' ec_d ._ : 3:EXIST...8"_ N N N N NStation=0+39.00 N 274.4 10elev ,� L�j ; •- _- —j-- -- ---- - - _1 U --i M 0) to 00 M (0 d- 0) d U) If) � M (o (0 r� N N d' O 00 (D O 00 Nt O N N �- d d �- O O)) <V t` N Co O d d N O �- 0 O t` � (0 O d (0 (p N 00 W 00 (0 00 (0 00 (0 .- 00 (0 N 0) It N 0) O If) O O 0i i` r7 O 00 O t\ O O lf) r M O O �- 00 CD N r I� (o If) O �F tf) M (O O d lf) O 0 00 00 00 00 00 0 0 0 0 . 0 •- O.00 N O O 0) 0) M . O 0-) d N to N (6 Ili 0) d CA CA d O to O N N N N N N N N N (N N N 0) cn N N )00 N N 0) N C a)W 310. 305• 300 SCOTT & WHITE MEMORIAL HOSPITAL ® SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS H SCOTT & WHITE HOSPITAL COLLEGE- STATION, TX 0 26 50' 100AM SCALE:.1" = 50' ...JACO TEXAS REGISTRATION #F-2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 LEGEND AYORA . ww WASTEWATER. LINE �AR�CHITECTS,fN0. 0) WASTEWATER MANHOLE co, WASTEWATER CLEAN OUT OWNER: O EXIST. WASTEWATER MANHOLE SCOTT & WHITE MEMORIAL 484 238-8982 4 FIRE HYDRANT 2400 S. 31ST STREET TEMPLE, TEXAS • WATER VALVE .76608 ® WATER METER ENGINEER: wL WATER LINE JOEL R. BOCK, P.E. #98441 --� FIRE HYDRANT ASSEMBLY 612-314-3100 JACOBS ENGINEERING r -- -- - -690 - _ - - ' EXISTING CONTOUR ' ' 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 .�- -- �- e3o —` PROPOSED CONTOUR — — — — PROPERTY BOUNDARY ARCHITECT: BOB A. LUNDEEN , AIA - QT TRANSFORMER 817-735 7026 JACOBS ENGINEERING F SP/CO SAMPLE PORT/CLEANOUT 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010.3300 LEGAL DESCRIPTION: LOT 1 BLOCK 1 SCOTT 8R WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: JUNE 13, 2011 E ISSUED FOR REVISION DATE GENERAL REVISIONS TO CLINIC -1 01/18/2012 .REVIEWED FOR Jr FEBt 2 2012 COLLEGit zo iATIOW --- _ -ENGINEERING \y ,�e.CQ•(E OF • TF,1�1),� C ....................../ JOELR. BOCK / NOTESi ? .......................... • 295 �+ �'•.<� w, 1 .• 1. ALL WATER AND WASTEWATER CROSSINGS IN THIS (Scs•. G'ENS� p� ••' SUBDIVISION SHALL MEET THE REQUIREMENTS OF ,�\� �oNAL TAC TITLE 30 CHAPTER 290.44. CONTRACTOR TO NOTIFY ENGINEER IF CLEARANCES CANNOT BE KEY Pam; PROVIDED PER CODE. 2. ALL .FITTINGS AND JOINTS SHALL HAVE THRUST 290 BLOCKING OR SHALL BE MECHANICALLY RESTRAINED PER MANUFACTURERS' RECOMMENDATIONS. 3. SCOTT AND WHITES SUBDIVISION DIVISION PLAT LIES WITHIN THE HARLEY WATER IMPACT FEE AREA. 4. CONTRACTOR TO C00RDINATE WITH CITY UTILITY 285 DEPARTMENT/STEPHEN MALDONADO JR.(PHONE # 979 764-5011) ON ALL WATERLINE CONNECTION WORK, INCLUDING VALVE WORK OR EXISTING WATERLINE REMOVAL PROCEDURES. 18-INCH CONNECTION WORK MAY BE REQUIRED TO BE PERFORMED AT NIGHT. 5. FOR SLOPES AND TRENCHESi ALL CONSTRUCTION 280 OPERATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATION OF THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). 6. ALL FIRE SUPPRESSION LINES SHALL HAVE A DRAWING T TITLE LOCKABLE LID ON . THE CITY'S ISOLATION VALVE, THE LOCKABLE LID SHALL, AT A MINIMUM, SUPPLY 275 THE EQUIVALENT PROTECTION AS THE AMPro USA, PLAN & PROFILE LL562 LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY THE COLLEGE STATION ON -SITE WATER LINE UTILITIES DIRECTOR OR HIS DESIGNEE. JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER F8W96852 11161 n N N 0 75 1 00 DRAWING NUMBER CU301 + 3+00 3+50 4+uu 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+0012+25 PRINT DATE January 18, 2012 10 9 8 6 5 4 3 2 1 A 10 7 6 5 4 ic 4 H 9 It E � I] c Aw 90r a -SCOTT & WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS SCOTT & WHITE HOSPITAL COLLEGE STATION, TX 0 251 501 1001 SCALE: 1" = 60' AM Ammmh. 0 AM JACOts TEXAS REGISTRATION #0-2966 2705 BEE CAVE ROAD, SUITE 300 LEGEND AUSTIN, TEXAS 78746 ww WASTEWATER LINE MOON - MAYO�RAS Q.�AMCHIT�ECT$, kt,) WASTEWATER MANHOLE INC. I CTe, INC. co • WASTEWATER CLEAN OUT e EXIST. WASTEWATER MANHOLE OWNER: SCOTT & WHITE MEMORIAL 4 FIRE HYDRANT 484-238.8982 • WATER VALVE 2400 S. 31ST STREET TEMPLE, TEXAS 76508 WATER METER WATER LINE ENGINEER: FIRE HYDRANT ASSEMBLY JOEL R. BOCK, P.E. #98441 612-314-3100 EXISTING CONTOUR JACOBS ENGINEERING 830 PROPOSED CONTOUR 2706 BEE CAVE ROAD, SUITE 300 AUSTINJEXAS 78746 PROPERTY BOUNDARY ARCHITECT: TRANSFORMER BOB A. LUNDEEN, AIA 817-735.7026 SP/CO SAMPLE PORT/CLEANOUT JACOBS ENGINEERING F 777 MAIN STREET FORT WORTH, TEXAS 76102 NOTESt SCOTT & WHITE SITE - 37.12 ACRES 1. ALL WATER AND WASTEWATER CROSSINGS IN THIS ZONING PDD -ORDINANCE #2010-3300 SUBDIVISION SHALL MEET THE REQUIREMENTS OF TAC TITLE 30 CHAPTER 290,44. CONTRACTOR TO NOTIFY ENGINEER IF CLEARANCES CANNOT BE LEGAL DESCRIPTION: PROVIDED PER CODE. LOT I BLOCK I 2, ALL FITTINGS AND JOINTS SHALL HAVE THRUST SCOTT & WHITE HEALTHCARE SUBDIVISION BLOCKING OR SHALL BE MECHANICALLY RESTRAINED PER MANUFACTURERS' SUBMITTAL DATE: RECOMMENDATIONS, JUNE 13,2011 3. SCOTT AND WHITE SUBDIVISION PLAT LIES E WITHIN THE HARLEY WATER IMPACT FEE AREA. ISSUED FOR REVISION DATE 4. CONTRACTOR TO COORDINATE WITH CITY UTILITY GENERAL REVISIONS TO CLINIC 1 0111812012 DEPARTMENT/STEPHEN MALDONADO JR. (PHONE # 979 764-5011) ON ALL WATERLINE CONNECTION WORK, INCLUDING VALVE WORK OR EXISTING WATERLINE REMOVALPROCEDURES. 18-INCH CONNECTION WORK MAY BE REQUIRED TO BE PERFORMED AT NIGHT, 5. - FOR SLOPES AND TRENCHESi ALL CONSTRUCTION OPERATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATION OF THE U,S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). 6. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE Ir LID ON THE rTTVF'e ISOLATION VALVE PROFILE LEGEND: SCALE: PROP. FINISHED GRADE ON -SITE WATER LINE 1"--50' HORIZ EXIST. CL GNb. 315 1`=5' VERT. z w z _j Aj z z LU z w :p w w z wmwl UJ w !w w 1 z z Lai• w z w z 9 _4 310 in m r= in r= cn Zw 0 C'4 Li cn cn w cn I in I Z. M—ur -=r z w z 0 0 Z z z 0 z 0 Z 0 0 0 _Z_ Z 04 1 0 Z 0 p 114 do ppr- 9 m x .04 0) — 0 m 0 a it P� ci. I- 0 i m i I rtz - 305 C14 co 4- 4. 0i 04 rn IT 0 A_ i -.1 I �zOf + + 0 C+ c".j + Fn 6 Q�<Z cq 6 tn wu yam^4V< z < -Z z V 300 f . . ............. pvc e . 00. - — -------- 295 ----------- 2" PVC p1pF 0.477, ---------- 290 OD 8" WW CROSSING cq I co Station= 13+96.21' 2 ST)RM �_ROSSII IG eTe—v-- 279T-.OW \1 1`4 CROSSING _8" CQZTrO)DkA .000 Station= 1'7+01.62 sta 285 elev 28b. elev 287.650 to- 0 - Sh 102 LF 12t. 18" STORM CROSSING --J PVC PIPE 24" SICRU-CROSSIM Statio.n=-lb+9b.6b Staton=--13+21.8 3 61 —=RW CR-C I N G 285. el 401) Lt� -29--LF --- lr,- 280 --- elev- ... . ....... -------- - ------ --- P-VC.-.PIPE-n 0 4.62% z - ---- - -------- M a) 4m ............ .... — ------- - C) a) w I C4- Go 04 04 N N LLJ uml Fft td ------- ---- L'i _j _j (0 N to 0) 00 to Nt 0 co rl) c"! r- 0 0 U) — (0 [_ 't V) 0 0 n co Iq n 00 0 00 (D V) co 0 r_ co V) Ul) 0 0 rl co V) 0 V) r 4) 04 04 @ a: a) O. Lri Ui Ui (� tri rli tri 4 4 4 LO 4 10 4 't 4 0 4 F�) cq ff) It! V) n V) Lq 0 r1l) 0) c! N IR co 't C� ll> rh c� U� ci .4. ll� c� ll� 1p 0 0 0) N (n c I 0 a) n N 0) N 0 to 0) clq 0 V) 0) C14 0 0 0 V) 0) 0 0) 0 0) 0 0) 0 0 0 0) F M 0 0) 0) .0) of 0) C14 0) 06 0) C-4 0) r- 04 0) (3) 1 0) r- 0) (0 0) m LO 0) a) 0) 0) 00 04 N 0) 00 Ld a - 04 04 to C-1 V) C,4 V) c1l V) cli n cli 04 04 N cli 04 c1l C14 04 04 C14 C14 C14 N c1l 04 C14 04 C14 N eq THE LOCKABLE LID SHALL, AT A MINIMUM, SUPPLY D THE EQUIVALENT PROTECTION AS THEAMPro USA, LL562 LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. 315 310 305 300 * 295 290 18 STORM CROSSING a ion=23+70.92 elev = 284.610 285 I Z-f-W I Z_I-Ou -I 15+Uu 115+5U 14+UU 14+5U I b+UO 15+50 16+00 16+50 17+00 17+50 18+00 18+50 .19+00 19+50 20+00 20+50 21 +'00: 21+50 22+00 22+50 23+00 23+50 24+00* 10 9 .8 7. 6 5 lq�� OF ............ JOEL R BOCK X 00NJN_ 0- N--A- L. - �i KEY PLAN: . l DRAWING TITLE PLAN.& PROFILE ON -SITE WATER LINE JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER F8W96852 111161 DRAWING NUMBER CU302 PRINT DATE January 18, 201 H G 19 Im • A 10 9 8 7 6 5 4 3 t5' DEDICAlED FOR °'- •• i '\ RIGNT_ADDInOF AL 15' DEDICATED FOR wAY ROCK PRAIRIE ROAD P /+"" GAS - GAS ADanoNAL \ @ G RICHT-oF wAY (Major Arterial) SW 27 - - - - - _26198 / 15' ADDITIONAL TIONA FOR �, fRIGHT-OF-WAY r I _ RI HT- OF -WAY 1 ► S86'27,_0$•E '-.-..... - +. 77r05' CITY OF'COLLEGE STATION. TEXASi_ --- E'3 1O8.98' i 20' PUBLIC U71UTY EASEMENT ;;:*:;; / I 9506, PG. 207 O.P.R.B.C.T (ITEM 10r)�� STATION, TEXAS 20' PUBLIC UTILITY EASEMENT ;,; S8877.05'E VOL 10179, PG. 50 M::• • ► �. ..+.;.. 812.31= PUBLIC PG. U2 EASEMENT I O.P.R.B.C.T• " Streetscape ZOne) I8.09' 10' P.U.E &PUBLIC O.P.R.B.C.T. (ITEM 10r) 15' \ ACCESS EASEMENT W COMMON AREA VOLlops PG. 50 37 ' f VOL 10179. PG. 50 O.R.B.C.T. 1 , 15' DEDICATED FOR 99 �a 0. B.C.T, aa:}k•' I .:%y� ADDITONAL N687TOS'W �✓ }\ t N RIGHT--OF-WAY 39.84 \ �10 LOT 2BLOCK I `• p N DELTA-993'07• q z':'•! }o °' � \ �iS R-•585A0' tA, td S \ LOT , / � t I I BLOCK 2 / I CB-NDS 09 291 '+:' ": o, '. r •:;: 7.44 AC. / CN-90.81' 1 `Ptt� LOT 3 20' P.U.E. & PU C I S ACCESS EASEMENT / LOCK 1 N77'13' B VOL 10 179, PC. 50 58'W t7 Bs. !v:d_ii• _•L� • ` % 44.41' , f I y �' /Y ::: tb----_... 11.12 AC. O.R.B.C.T. � o, / / DELTA-4'02.17 / tP •tr, `I9"`•:::`` <`.iq o _� v I \ Ile/ 39.82'0' a'a to be Developed 04 �' > --, f Wlk 4• \ I CB-N144T11'E :'��'�% N .O, k or ; :•' w 4s0.7r *� a •, • o ' I •, CN-39.6 ;•y; O t 5 aA' $ 1 .G J.ttt� tt w of V I / 6 .s z 0 •�: S \ N I / :Y �i�11(�i: A a: •o J i h o ( I v .A Sir: O• 4 5 1 4 23'PUBUC ACCESS EASEMENT {� W ENT I ............ .... .... .... ................ . .... .. ..... ...... . 'v Cr.:.::.::.'::::Fii�E ii�iLiiiiii}};;;;'. VOL t01O.P P0. 50 • O.P \N109 R. B.0 T. .1:'r I md>n.:.:_......_ C3 S• I ...................:....:::::..... ........... 's< . 1 LOT 1 Y : Y Loac 7 i t.10 AQ .- x O ............. r Tv � � /,: ..:..:...._.,•. ,. � .,.:.... : _. �.. ::::::::• / ;;•; i i i i i i i i i i i i i i /_:::�:�'s� :.':.;:�:�.. � ...............,..,..... DOUBLE MOUNTAIN . Cl / ` .. >`ti, ..Kid, '+•:i{i. a ./j;' o ': , / / / / / r , i / / / / .x :-•-... • / � .. .�' \ •J•;:�:dd;. .:���:�><::•...�:� :: <s���`�:;t:;;`t�>:;::,. ROAD � :............... ..:::. ';:.... .. ,.r.. / i U ROW) / ' ..• va, ..:rL.:i; \ ::.. / / / , / , / / , / , jii+tY•iii midi. _'cam ' :::.. ::::::: ... \ `i m •' ...x:. /r/ koo ::...:.:.. •......: trill •`iii ti•{. ::.. ....:::. � � � � � � / ::tit .. , ' •::;;•::, . ...:. '' L7 ' ' •"'���''� 23' PUBLIC ACCESS EASEMENT. "ti`d. 1;. / \ 't%i:i:�i;d:.."s;;� ' •.. •: ...?! O.P.R.B.C.T. /. ,. .:�'...:: , r, ,/ ,/ // /� � , / ':a:'.•:• ':".::• ir.. � • .K'... DELTA-33.05,53• ..... .:::.. :....:. 1 ' P.V. !� P B C + / o. ::::•.::. •i" . 't':'cfii ;::::i:;_ •::•::: t:+tii' " :'•t: .:•.. ....::. - 'i.'•:�:isi�i;:..s;`.: 1-329.27' ..:•..t :�;��._,.... j /, CCESS EASEMENT /. // .. ._.-.,.. ,�,, , � _ a ........ �` •, i :::::::•.::::...'+ ' ::;d:.:-::.•:.�:.�:.�..�.�.�:.�:.•:.�.: / ,VOL 10179. PG50 ;O.R.B.C.T. / , :_. / .::::._.••;ct: « o :A:• tetF.j �I CB-N20WS2"E EALING GARDEN CH-324.71' wa a \\ � •. .::.::::::::: / / / / / / / / / ,�..::;;;:;:::....:;:; .;;.. �'• � PUBLIC PLAZA .:•:��'' `%::••. ;. .::.' ::>..::••.. ........_.••�:•:. � : ::. ..::::::«�• � / � � � /. /. 23 PUBLIC ACCES� ENT :��;: / - :ix:%: •'•ii:: ''ii-::.. "'�'. . �.: ��xd_•:>:: •+::�:. :s�:dt:d»::'xttsa. / I VOL 10179. PG. y� LINE TABLE LINE BEARING DISTANCE Li ' N1648'19"E 72,81' L2 N67.49'42"W 59.02, L3 $22'10'18"W 73.65' L4 S50'49'32"W 287.83' L5 N86'27'05"W 84.45' L6 S86.27'05"E 91.03' L7 NO3'32'55"E 3.57' L8 N50'49'32"E 174.49' L9 N39'10'28"W 90.00, L10 S3910'28"E 90.00' L11 N50'49'32"E L12 N22'10'18"E ` 73.65' L13 N67'49:42"W 98.36' L14 S16'48'19"W -72.81' L15 N20'31'20"E 19.52' L16 N27'03'03"W 84.10' L17 N4714i'31"W 111.t0' L18 N42'18'29"E 45.00' L19 N47'41'31"W 250.00' L21 N65'54'39"E 5.33' L22 S41.46'55"W 185.00' L23 S4746.55'W 42.00' L24 N42'28'26"E 679.48' L25 S86'37'47"E 1157.03' L26 N21'52'19"W 427.59' L27 94049'05"E 11.25' L28 N21'52'19"W 429.19' L29 N40'49'05"E 5.6S L30 N40'49'05"E 22.84' L31 N21'52'19"W 65.77' L32 N21'52'19"W 65.75' L33 S40'56'46"W 5.62' 1_34 S40'56'46"W 22.48' L35 N21'52'19"W 66.3e L36 N32'11'00"W 1030.73' L37 N34'26'19"W 221.89' L38 N34'26'19"W 223.65' L39 N32'11'00"W 1031.6W L40 N21'52'19"W 64.22' L41 S47'01'33"E 45.91' L42 S48.59'40"E 38.33' L43, S51'56'09"E 36.02' L44 S5913'34"E 36.81' L45 S6352'56"E. 59.74' L46 S75'27'21 "E 38.77' L47 S7632'48"E 42.28' L48 S61'07'48"E 21.61' L49 N86'27'05"W 94.16' L50 N42'42'53"W 349.96' L51 N86'27'05"W 32.25' L52 N86'27'05"W 32.251- L53 N42'42'53"W 349.96' L54 N86'27'05"W 94.16' L55 NO3'32'55"E 32.59' L56 N1832'55"E 45.15' L57 N0332'55"E 82.23' L58 N38.02'17"W 594.48' L59 N47'05'54"W 24.42' L61 N38'02'17"W 577.19' L62 S51'57'43"W 1258.28' L63 S51'57'43'W 1243.97' L64 NO3'32'55"E 273.96' L66 N1177'05"W 45.15' L67 NO3'32'55"E 25.85' L68 N28'16'29"W 86.90' L69 S67*49'42"E 102.02'- L70 S22'10'18"W 140.00, L71 S2210-18"W 164.00' L72 S67.49'42"E 126.02' L73 N28'16'29"W 85.26' / 2 1 ' SCOTT & WHITE MEMORIAL HOSPITAL ® SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS H SCOTT, & WHITE HOSPITAL COLLEGE STio►TION, TX • TEXASREGISTRATION #F-2966 2705 BEE CAVE.ROAD, SUITE 300 AUSTIN, TEXAS 78746 MOON • MAYORAS G ARCHITECTS, INC. . OWNER: ' SCOTT & WHITE MEMORIAL 484 238-8982 2400 S. 31ST STREET TEMPLE TEXAS 76 508 ENGINEER: JOEL R. BOCK, OC P.E. #98441 612-314-31 0 0 JACOBS ENGINEERING 2705 BEE CAVE ROAD SUITE 300 AUSTIN TEXAS 78746 ARCHITECT' BOB A. LUNDEEN AIA 817435.7026 JACOBS ENGINEERING F 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010-3300 LEGAL DESCRIPTION: LOT 1 BLOCK 1 SCOTT & WHITEHEALTHCARE SUBDIVISION • SUBMITTAL DATE: JUNE 13, 2011 E ISSUED FOR REVISION DATE GENERAL REVISIONS TO CLINIC 1 01/18/2012 ' �� •• •. � �a a ,/�: ., '�.., � i .�°i . ... �'llfJ-/ l%\ �^�` �,� 'i, /�. � <�..y.., � _ ,«'/ t�•.:y /� `� � ,►OT,AT,�T.��-� ���\:/'"=f / - r • • '• �• �ia°g i� i .... •... .•-it� �,.� � \ .:. �.l -.... A tL�� pl3iSi0�AU l �; �- / �/ t\. y \ �`� tlllb "� , 4 `xti • • . . 'Y_. i •;i \�'�;:,� f� .T.7.r•... ; T T i - • . - + ` 1�': ,� � / �;��, s '. M�Yc v a o. ��: :ii4; j:::;:•� wiT.T ,• � / • a ,v ,...® �.. ,� .'�'�� •. Tom....:. :i!Tr".•..":..:�,- - /,,�"` - ,4 7, r 1� •' <s"-- 1 %\ .�i J ..\a�+ � :�, 'iWON, \'tZ:.� .✓ � '4� a, ?ly,;l .T,f?;iii� • �::::j;T.T �+�...: / / � r ,; •.. UTILITY EASEMENT CITY OF COLLEGE STATION. TEXAS • 716 �'; ♦L y \!�'i \ )'' DTI.:.• i'3ii.T�� �, •� ". ix1 . \� �f. 'avQ;,�• ;C.,,;� ,, ��.:7 �i�T��l EEia'..T r:A -�• 1 +, �A�,r ge^'u�,�, - ii'� - ��� >. :FE: ' t , . , , i3iir.T \,_, � �` � � 'i • • � TI si.. •� �j�f � �•`-'''' �\ .lac' iiiil/T � / 4 " � (ITEM loco) �` � ♦ .�O '� .Till:.. eiiy.. .� i/ / • CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING CHORD C1 13'15'24" 565.00' 130.73' N10'10'37"E 130:43' C2 71'20'13" 10.00, 12.45' S18'51'47"E 11.66' C3 15742'30" 115.00•- 316.54' N2419'21"E 225.66' C4 5445'56" 15.00' 14.34' S75'47'38"W 13.80' C5 9013• 39„ 15.00' ' 2 .6 3 2 W " 17'S' 03 S 0 2 i .26' C6 13'32'30" 560.00' 132.35' N35'02'44'W 132.05' C7 92'41'55" 25.00'• 40,45' S74'37'27"E 36.18' C8 53'08'42" 840.00' 779.15' S85'35'57"W 751.52' C9 90•00,001, 25.00' 39.27' N6710'18"E 35,36' CIO 28'39'14'• 530.00' 265.06' S36.29'55"W 262.30' C11 47'16'37" 570.00' 470.33' .N27'11'14E 457.10, C12 90'00'00" 25.00' 39.27' S41'27'05'E 35.36' C13 90'00'00" '25.00' 39.27' S48'32'55"W 35.36' C14 47'16'37" 630.00' 519.84' N27'11'14"E 505.2T 015. 90,00*00" 25.OW 39.27' S05'49'32"W 35.36' C16 90*00*00" 25.00' 39.27' N8410'28"W '35.36' 017 28'39'14" 470.00' 235.05' S3629'55"W 232.61' C18 90'00'60" 25.00' 39.27' S22'49'42"E, 35.36' C19 54.21'18" 760.00' 720.99' S84'59'39"W 694.26' C20 86'05'29" 25.00' 37.56' N14'46'16"E 34.13' C21 13'35'02" 500.00' 118.54' N35'04'00"W 118.26' 'C22 894349" 15.00' 23.49' N86'43'26"W 21.16' C23 83'22'27" 15.00' 21.83' N06'43'26"E 19.95' C24 123'06'20" 115.00' 247.09' S26'35'23"W 202.23' C25 71'20'13" 10.00' 12.45' N52'2826"E 11.66, C26 13'15'24" 505.00' 116.84' N10'10'37"E 116.58' C27 20'38'47". 50.00' 18.02' S3722'17"E 17.92' C29 6-08-21" 955.00' 102.33' S62'30'43'W 102.28' C30 3349'18" 940.00' 554.88' . S76'38'07"W 546.86' C31 4344'11" 211.50' 161.45' N6434'59"W 157.56' C32 4344'11" 188.5v 143.89, S6434'59"E 140.42' C33 43 44'11" 211.50' 161.45' S64'34.59"E 157.56' C34 43-44.11" 188.50' 143.89' N643459"W t40.42- C35 7'25'55" 570.00' 73.94' N44'55'06"E 73.88' C36 15'00'00" 100.00' 26.18' N11'02'55"E 26.11' 037 15'00'00" 100.00' 26.18' Stt'02'55"W 26.11' C38 5234'25" 30.00' 27.53' S22'44'17"E 26.57' C39 70'32'41" 45,00' 55.41' N134509'W 51.97' C40 5933.29" 30.00' 31.18, S0815 33"E 29.80' ' C41 15'47•'39" 200.00' 55.131' N30 OS 28'W 54.96' C42 24'51'15" 150.00' 65.07' S34 40'16'E 64.56' C43 40*58*09" 30.00' 21.45' S67'34'58"E 21.00' C44 36'53'34' 30.00' 19.32' N20'33'07"W 18.98' C45 28'27'21" 200.00' 99.33' S24'46'13"E 98.31' C46 27'29'4e 170.00' 81.58' N24'17'25'W 80.80' C47 53'07'48" 30.00' 27.82' N64'36'12'W 26.83' 648 20'16'26" 45.00' 15.92' S81'01'53"E 15.84' C49 1 57'0837" 25.00' 24.93' S80'32'01"W 23.91' C50 23'00'46" 25.00' 10.04' . S40'27'20"W 9.97' C51 .42'23'32" 25.00' 18.50' N73.09'29"E 18.08' C52 59'58'43" 25.00' 26.17' N21'58'21 "E 24.99' 053 71'38'12" 45.00' 56.26' S27'48.05"W 52.67' C54 . 60'04'16" 30.00' 31.45' N33'35'0YE 30.03' 055 15'00'00" 100.00- 26.18, NO3'S7'05"W 26.11, C56. 15'00'00" 100.00' 26.18' S0357'05"E 26.11' C57 15'38'23" 25.00' 6.82' N04'16'16"W 6.80' C58 92'53'08" 50.00' 81.06' S7443'03"E 72.47' C59 5319'55" 620.00' 577.11' S85'30'21"W 556.50' C60 53'19'55" 596.00' 554.77' S85'30'21"W 534.96' C61 92'53'08" 1 74.00' 119.97' S74%V03"E . 107.25' \ BLOCK 3 •::..............:..: n. :;.«�:....,:........... .........._........... _. .............. _.. ,;:::: _ n f71 \ ` "i� ''. :'r'.:iii8iiii'r)iri:+. @i. i;:� ;i•:r.'::«.:.PSI- \ , ..:.:« ':::>:« :... «. «:..»_ :«:::«:.:::. .•,....................._......:........... , ............. .:............ ..-:�;:;:::;; Public Plaza Note. LOT I \ . „ . ,,.::t::::::::::::::::d:dd:• :• a ,.- tt� ::. , •:...... -� ...::.:::::::::::::::_-• .._....: BLOCK 5incorporate• � .....:.::.....:�. i�.......................:.::..,.:..a� ,. _.. •:.:.:. ..... ...._...... ... ......�................._.. ..•:... / This area shall � a ..................... �.................................... ...� :....... .._........................... .................. ....... a minimum of three 3 of the following: � ............................. .........._.... .. .. .:..: .::.:-.-:::..... :.�,, ............. ... ..................._ ......... a. Seating components �t \ O : • .:.:.. `t;w:a'. �: � t�: ••:ds; :aadn_rsw:d:tdn.:d 'at!sty ••ad- xct: . +•.' . . ...-:::«:..:.::.:..: «......:.. ::::«........«. • - _ .• _.. •• ::::« b. Structural or vegetative shading \• ...•::::.-:::•:::.:....d::�'..::.t;.;;;;:t-;�:...:d>;::...+;;::;::;:.«:::... LAKEWAY DRIVE {Major Collector) ' .-•':;:;>.':::•:.:..., :::;; / ... ..........._..........:; :;;;::::: �--- - (80' Rows :::.:.:::.:.: H c. Water features d. Decorative landscape. planters \\\ 2W P.U.E. & PUBLIC \ }::ati :: /� \ ACCESS EASEMENT \ a / \\\` V20' P.V.E. & PUBLIC y e. PUbI1C Art '20' P.U.E. & PUBLIC 71A� ACCESS EASEMENT a \ f. Outdoor eating accommodations \\ VOL 10178, PG 50 /�/ ACCESS EASEMENT O.R.B.C.T. / / VOL 10179. PO. 50!0' P.U.E & PUBLIC .� \`\ • / / O.R.B.C.T: ACCESS EASEMENT \ VOL 10179, PG. 50 k 20' P.U.E. & PUBLIC O.R.B.C.T / / \A6 g. Hardscape elements at entrances and within the parking area such ACCESS EASEMENT P.U.E & PUBLIC Q 8 " VOL 10179. PG. 50 / / ACCESS EASEMENT / ,� as decorative pavers, low masonry walls, clock towers, etc. KEY Pam: \\\ / O.R.B.C.T VOL 10179, PG. 50 \\ ` O.R.B.C.T 24' A.U.E. & PUBLIC �. ACCESS EASEMENT \ 1 \ \ \ VOL 10179,.PG. 50 R.B.C.T. / / -� �� / / ` \ ab,er• ��(1, R VT I E, \\ LOT 1 / / \IR 1a 6 AC. / / / / \ B \\\ \ 15' STORM SEWER EASEMENT / \ DE ELrLL.L.UL 01 a ION OPIl� •. ERVICES ME PLAT FILED: " 0 60 120 240 DRAWING TITLE..a V SCALE: 1" =120' OVERALL PLANTING PLAN / Note; �A� 1. See 'Planting Schedule' sheet for Plant Materials JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER • ' Schedule and list of existing trees to be protected. F8W96852 11161 A V \ 2. See 'Planting Details' sheet for tare protection DRAWING NUMBER , r notes and details. Reference Civil Sheets for 01 complete tree survey. iK Im o 14 4fi �marr i ".1T.u'! NP -.? W01, Wg IN y.NJ. J+J`A 0 A J-1 al.gz It �A1., �RWIR. Ewm1!: 0 C s � \ W W W W W W W W W w v w W W W w W w W W w W W W W W W W W W W W W W W G W W WW W W W l,Ir. M oil ►Ji—�_ ji1{Di' r aL! 'tij`J MR L 1� �SM � X .�.ran O �I 1 M 1 G 1 �r� IM �: 0 1.. 10 ►� �. I�1 s � . t � ( AF 1 t r t i 1 10 9 PLANT MATERIALS SCHEDULE 5 4 3 2 Wettarid Ptah List. tnstail Butrenstt in dumps with individual plants spaced apprcxtmataty three to tote feet on darter: At least SCOTT & WHITE MEMORIAL H CANOPY TREES z SYMBOL) QTY COMMON / Scientific SIZE NOTES CHINESE PISTACHE B&B or container grown; single straight leader, AC 33 Pistacfa chinensis 2.5" cal 6 Clear trunk; full symmetrical canopy MEXICAN SYCAMORE " B&B orcontainer grown; single straight leader, PL 36 Piatenus mexlcana 3.5cal• 6 Clear trunk full symmetrical canopy SAWTOOTH OAK B&B or container grown; single straight leader, o QUA 36 Quercus accufissima 3.5" cal• 6 Clear trunk to symmetrical canopy • QUP 61 WILLOW OAK " cal. B&B or container grown; single straight leader, Quercus phellow 3.5• 6 Clear trunk; full symmetrical canopy G • ■ QUS 46 SHUMARD OAK 3 5" cal B&B or container grown; single straight leader, Quercus shumardii 6 Clear bunk; to symmetrical canopy , TEXAS RED OAK B&B or container grown; single straight leader, a QUT 13 Quercus texana 3.5" cal. 5'Clear trunk full symmetrical canopy BALD CYPRESS B&B orcontainergrown; single straight leader, ' TAD 31 Taxodium disUchum 2.5" cal' .5 Cieartrunk; full symmetrical canopy o ULC 13 CEDAR ELM 3 5" cal B&B or container grown; single straight leader, Uimus crassifolla 6 Clear hunk; to symmetrical canopy ORNAMENTAL/ UNDERSTORY TREES F SYMBOL QTY COMMON /Scientific SIZE NOTES OKLAHOMA REDBUD Container grown; Full plant; If CEo 27 Cercis canadensis 'Oldahoma' 1.5" cal. multi -trunk specimen at least one cane shall be a minimum of 1.5" 'TEXAS REDBUD Container grown; Full plant; If �T Cercis canadensis Texensis' 1.5" cal. multi -trunk specimen at least one cane shall be a minimum of 1.5" O TEXAS PERSIMMON Container grown; Full plant, If DI 17 Diospyros texana 1.5" cal• multi -trunk specimen at least one cane shall be a minimum of 1:5" E NATCHEZ CRAPE MYRTLE Container grown; Full plant, If V 90 Lagerstroemia indite 'Natchez" 1.5" cal, multi -trunk specimen at least one cane shall be a minimum of 1,5" TUSCORA CRAPE MYRTLE Container grown; Full plant; If 0 LAT 47 Lagerstroemla indica Tuscora` 1.5"cal, multi trunk specimen at least one cane shall be a minimum of 1 a5" .0 �;'� LE a WAX MYRTLE " Myrica cerifere 1.5 cal. D 0 Ilv YAUPON HOLLY Ilex vomitode KP 47 GOLDENRAIN TREE Koelreuted6 paniculata 1.5" cal. ULP 55 LACEBARK ELM (CHINESE ELM) Ulmus parWolia 2.0" cal. .SHRUBS Container grown; Full plant; if multi -trunk specimen at least one cane shall be a minimum of 1 a5" Container grown; Full plant; if multi -trunk specimen at least one cane shall be a minimum of 1.5" B&B or container grown; single straight leader, 6 Clear trunk; full symmetrical canopy B&B or container grown; single straight leader, 6 Clear trunk to symmetrical canopy COMMON / Scientific SIZE NOTES AG A GLOSSY ABELIA ® • set 0 0 Abelle grandiflora 5 gal. PAMPAS GRASS coo • Cortadeda selioana 5 gal. Q FS PINEAPPLE GUAVA 10 gat. toe Feloa sellowiana Mp DWARF WAX MYRTLE ® too Myrica cedfera tear. pumila 5 gal. Full plant, Container grown wn p Full plant; Container grown Full plant; Container grown Full plant; Container grown v FRAGRANT SUMAC ® z�i Rhus aromatics 5 gal. Full plant; Container grown JAPANESE VIBURNUM 67 vJ � Vibumumiaponicum. 10 gal. Full plant; Container grown 10 VINES ' COMMON / Scientific SIZE/SPACING NOTES BC CROSSVINE 1.ga1. / tell Bignonia capreolata V-G" O.C. Full plant; Container grown PERENNIALS & GROUNDCOVERS BULRUSH WATER DEPTH NOTES ' -• ' ..Sir .talkies Bulruatt 1' 3',• _ Sian •vermin, reststB , enaoadtment . §apes caitfomicus - .. Bulrush•• ' -V� Z s'tanevergraer, reststs cattd .::. en9ro;durted. , sarbus ame,tca;xis ". 'Ttttea�gtmratwirush r -a-• " 2''to a'taa; wi 3 dlsdnct edges: . " ' „ wow • • W% V V • a • am • •VVti V.t/ n` tit;,�rnear:;'$ed:.v:thua�pspa;��,r�tasixat COLLEGE STATION, TX on'centera At feast two r, the foliowrng.spedes shag be used:..: ,;*: • ' • . ; COMMON / Scientific SIZE/ SPACING NOTES WM WETLAND FRINGE MIX SEED NATIVE AMERICAN SEED CO. ITEM #1807 & #2808 - - - - UPPER SLOPE WILDFLOWER MiX SPIKERUSH WATER DEPTH NOTES Eleocharls montevtdenste Cr-6* 1' ten, rhizomatous, reduces erosion at the Spikenrsh pond edge Eleoduu1s Macrosted" 0" -8' 1' tap, rhb*matous. reduces erosion at the Spikenrsh pond edp seodtaris quadrangulam a•- !' r to 2.51tall, fitmmatous, can Spikenrsh accommodate deeper^waty. "noted TEXAS REGISTRATION #F-2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ze Sa SEED NATIVE AMERICAN SEED CO. �ARC�HITE AYORAS (� - - ITEM #1815 & 2808 v - - At least two species of the bla tg. marsh P� strait be used (add smai spedes are encam"". TS, t NC. REVEGETATION MIX h■tan in dumps In shanow water, with Indtvrduat plants spaced at approochttata 1hrse teat ort center: RV NATIVE AMERICAN SEED CO. SEED ITEM #1810 .•�� 428 . OWNER• 9pg PRAIRIE STARTER MIX NATIVE AMERICAN SEED CO, � SEED ITEM #2021 MARSH DIVERSITY REFER TO WETLAND PLANT LIST 16 1 4" pots 'FOR QUANTITIES AND SPECIES DISTRIBUTION SEASON ANNUAL PLANTINGS 8-12" per AN 4" pots' species PROVIDE ANNUAL SEASONAL AN requirements COLOR 4 TIMES PER YEAR + ++++ LIRIOPE ++++ ,molls Lirfope muscari I gal. 1'-0" o.ca v 9 TRAILING ROSEMARY Roo 9 Q Rosmarinus otTrcinalis 1 gal. 2'-0" o.c. vvv v 0 o PA PLUMBAGO 1 gal. ' ' o e,tar Plumbago audculata g 3 -0" o.c. sr MEXICAN FEATHERGRASS 1 gal. 1'-6" o,a 12 Stipa tenulssima . SCOTT & WHITE MEMORIAL 484-238-8982 : 31ST STREET 2400 S TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 612-314.3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 18746 ARCHITECT.• BOB A. LUNDEEN , AIA . 817 735 7026 JACOBS ENGINEERING F 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010-3300 LEGAL DESCRIPTION: LOT 1 BLOCK 1 SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: loafed Amowttead"tri dumps to ehegow water, wnti•htdivtduai Plante spaced a three feet on JUNE 13, 2011 TURF GRASSES §''" COMMON / Scientific SIZE/ SPACING NOTES MARSH MVERSITY WATERDEPTH . _ ...,.NOTES ... 1.Cyperusoduaeus •. r-sue 1��tartan, JCommonto 2 Drduomens eatorata :: : ;:: ., 2" •-8•. 1'to r tan, white txads during warm wNts,topped.socip.. .. season .- . 8: Editdorus ro$Wdw 3' - 1' 1'to r tali, annual, heartShaped towns. Burhead: , . :.: :.. flowetairr�arto,arrovghead 4 Eloodtaliaquadrangulata •: 8'=1'. 1'ta2ttatl,cotgrtlzea,trihabtts,de Ter::." ..,.. rouraqusrespaasruah .• . • ' • - . • _ . water than aNter 8p&erusttas .•.:. •:. ,.. •: 6. trill Pseudaoorrs 1'-2' T to a'tan can beWale, den6e ' Yellow Flag iris growth. yallowflowers S. Junetus effuses,:. 8'-1'. T.10 N tan, forms a tight clurm. Soft Rush everween, very attractive 7. Justtde americsna :. r-8• r to V to. earrueori, white ttowais; . ". Waterwntow .herbaceous, colonrzas .. _. S.Marsileamacropods .::. :_. '-6r Lookslncefl0atingfioitr-teafciover� , Water Clover andemic to Texas 9. Nalas guaciatupensis.. :. _• �1'-4' Submergdnt, vak4l: a t6 frah and wlr ffa Water -Naiad 10. Pont dit.•cordaW,- . : r=1' 3'tell, cciorni . a> tan, ill P PickereMeed tiowars. 11. furor ospora comtoutsta 7- 8' r to V tan, brass coEored flowers in May ISSUED FOR REVISION DATE E . GENERAL REVISIONS TO CLINIC 1 01118/2012 BERMUDA LAWNGRASS The g , Aquatics:`ti►�'� and tiaatingleaved agrmrka.:� ere' `; CD tooted"rn flte aedirrWnt of" pond; and are Cora d* WIMWged in Water. Fioathtg4eaved aquatic plants SEED Seed, Common Bermuda as�•oer 9 Cynodon dactylon are motes lir: the sediment of flits pond. and have teavea that boat on me surfaoa'of the water..rnese leaves shade the water, %jift•nmits poienttial algae growth. At least taro of the fodowtrtg spades ahan be used 'end ofwIld be placed at random b% to m throughout the pond: . HARDSCAPE MATERIALS DESCRIPTION COLOR/ FINISH NOTES E, PLANTER BED EDGE; BROWN I As manufactured by Joseph Ryerson o STEEL EDGING 114"BY4" STANDARD Co, Inc. or approved equal FLAGPOLE , ARROWHEAD- ' ' WATER DEPTH NOTES sapgtteuta tatifotfa 7-1' 2' height. wil fe value, white flowers, • Arrowhead P►cave►r tivaIsr quantY perfomrer A"Ween tg platphyrra k ptefenW • ' ;' AQUAMCS' :: : WATERDEPTH NOTES :. . 1. Cabofrtba caronniana:. , .. ' .... 1'..4' - Approodrnatety8'iengthunderwater; ; Fanwort - .. .... airbmergent •:x>;.:• .. . 2 C PhYI(!u!t $PP• ' ...' 1'-4' _ MaAmum V ietrgth, torerant of turbidity and 'waterfluduatton, wVdnfe food 3. Nymphaes bdorata' " 8'=2' ;" A native; reftly h9oft floatirg4eaved We. 4hy ' - 'agcrattc, wfth whoa flowers-• . 4.•Potonnegetort.pedlriaUrs " ,'•;•'•8'•-3' •• Cotor�es'quiddycvatuabiatotiahand... .. • t3e�o Pottdrxaed ' wndnfe; tloatn►g leaved aquatic • - Q SEE'PLANTING DETAILS' SHEET GENERAL NOTES: 1.100% coverage of groundcover, decorative paving, decorative rock (not loose), or a perennial grass is required in parking lots islands, swales and drainage areas, the parking lot setback, rights -of -way, and adjacent property disturbed during . g constriction. . 2. All seeded areas shall be established prior to issuance of occupancy. 7 6 D Landscaping Point Calculations. Type of Plant Size Quantitly Point Value Total Points Exa sti:t� .1!=:��` ���"r'�'l.�f�•FRScuw� .r'.Z . ��.r.3 x i .'...t�F. 4a . • v'.� . Y Canopy Tree ' 4-8 inch calipertrees .C' .a? ri'Gi� a} ,,•..:� ���x ��i��r. 17 400 ��c• �an� 6,800 and larger trees 11 Soo 5,500 #C •!`� i�.' ,,sYJ>: a� ..g J l.Yt=F%� � �,�'? y8yinch th �.�vyj.5lta.�.ijl'•`;c...r TtfS it F�� �kyTIN i• 9-11 Canopy Tree 2.13.4 inch caliper 64 150 9,600 3.5 inch and larger 205 300 61,500 Non -canopy Tree 1.25 inch and larger 321 40 12,840 Shrubs S gallon and la er: 1323 10 13,230 Plant Material Sub -Total 109,470 W�[r'e��.: a',}�?;�:+^3•J'jp'r'in • •�?` ti.3i-%•'i '�+ A,1.7�iQC��,tr:LSL�iu7eratitif"iilF:s%`.•.#.''i.�.e.e'.�m�-vin'siti�as*1'.kmza�yiL<j��G,`is Y ..•. Water Conservation Irrigation System provided 97,016 10% 9,702 Plan prepared by Licensed Landscape Architect 97,016. 10% 9,702 Additional Points Sub -Total 19,403 Total Points Proposed 1 128,$73 Required Landscape Points per approved PDD (1,616,947 SF/1000)*30 48,508 If Building >50,000 SF, then double LA points _ 97,016 Additional: (3,5101.f. R.O.W./50)*300. 21,060 Total Required Points 118,076 Required Street Trees perapproved PDD Rock Prairie (102 I.f./25) 4 Medical Ave. (7991.f./32)- _ 25 Scott & White Dr. (8671.f./32) 27 Lakewa Dr. (8281.f./32) 26 Healing Way (9141.f./32) 29 EXISTING TREES TO REMAIN Tree.Tag I Size Species 331 i . 41" OAK MULTI STEM 7308 6" POST OAK 7309 7" POST OAK 7313 I 6" POST OAK 7316 8" POST OAK 7317 € 9' POST OAK 7318 11" POST OAK BOLES 7319 1 10" POST OAK 7320 ( 9" POST OAK 7321 t W CEDAR ELM 7322 6" POST OAK 7383 . 8" CEDAR ELM ...7384 -12" POST OAK 9685 6" POST OAK 9686 9687 € 6" 5" POST OAK POST OAK 9688 5" POST OAK 9689 .6" POST OAK 9690 5" POST OAK 9691 7" CEDAR ELM BOLES 9694 9" POST OAK 9714 5" CEDAR ELM 9715 4' POST OAK 9716 8" CEDAR ELM BOLES 9717 i 6' . POST OAK 9718 6" POST OAK 9724 6" POST OAK 9725 _ 7" POST OAK 9726 10" POST OAK 4wOi°� WDnA�'.�9w W~ Z�v� rys�•7t7 ec:cn n:m ,1�r; .� 1839 �•' y 1 KEY PLAN: REVIEWED FOR C RIA CE U 0 2 2.011.- g CU EGE S'IKION DEVELOPMENT SERVICES PLAT F LED. DRAWING TITLE PLANTING SCHEDULE JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER'i a " w 19 ti D C 0 11 A 10 I 9 OWNER%DEVELOPER: SCOTT &WHITE MEMORIAL 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JACOBS — JOEL BOCK, PE 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TX 78746 (512)314-3100 (512)314-3135 FAX SURVEYOR: JACOBS — DAVID CARR, RPLS 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TX 78746 (512)314-3100 (512)314-3135 FAX ARCHITECT: JACOBS — BOB A LUNDEEN, AIA 777 MAIN STREET FORT WORTH, TX 76102 (817)735-7026 (817)735-6148 FAX BENCHMARK DESCRIPTION AND ELEVATION RAILROAD SPIKE SET IN POWERPOLE LOCATED ON THE SOUTH R.O.W. OF ROCK - PRAIRIE RD., APPROX. 130' WEST OF THE INTERSECTION OF ROCK PRAIRIE RD. AND STONE BROOK DR., APPROX. 40' SOUTH FROM THE MEDIAN ON ROCK PRAIRIE RD. NAVD88 ELEV.=305.08' MON 130 A ALUMINUM CAP SET IN CONCRETE, STAMPED "COLLEGE STATION MON. 130, 1994" TEXAS STATE PLANE GRID COORDINATE CENTRAL ZONE (NAD-83) Y COORDINATE 10200592.404 X COORDINATE 3569864.911 NAVD88 ELEV. 303.66' CONVERTED FROM NGVD 1929 ELEV. 303.57' MON 131 A ALUMINUM CAP SET IN CONCRETE, STAMPED "COLLEGE STATION MON. 131, 1994" TEXAS STATE PLANE GRID COORDINATE .CENTRAL ZONE (NAD-83) Y COORDINATE 10196005.795 X COORDINATE 3572535.894 NAVD88 ELEV. 279.52' CONVERTED FROM NGVD 1929 ELEV. 279.43' FLOODPLAIN, INFORMATION: NO PORTION OF THIS TRACT IS ENCROACHED BY ANY SPECIAL FLOOD HAZARD AREAS INUNDATED — N NDATED BY THE i 00 YEAR FLOODP LAIN AS INDICATED 8Y U.S. , THE FEDERAL EMERGENCY MANAGEMENT AGENCY BOUNDARY MAP FLOOD INSURANCE RATE MAP) COMMUNITY PANEL NO. 48041 CO201 D, EFFECTIVE DATE FEBRUARY 9, 2000, FOR B RAZOS i COUNTY TEXAS. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND "TEXAS ONE CALL" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLAN PER THE APPROPRIATE REMEDIAL ACTION AGREED UPON BY THE ENGINEER. CAUTION: CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS VERTICALLY AND HORIZONTALLY PRIOR TO START OF CONSTRUCTION. Know what's below. Call before you dig. SITE PLAN SCOTT & WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS SCOTT 8 WHI TE DRIVE COLLEGE STATION, TX 77845 5 ate.. r : 4 i3,t.`tr£.rh F r i ,v5 )r S ��t� §,- L:,sy i ¢ kL 3F XY ei t i. ..n n'Y .r : ,Atk'1••CF a's x 3 �� , O a t r ;., r. s <x::. a r fzNa3 7 - - r"j`5 \ y S i� tiutT^" 5,,,x •t ` $ sr t.'*., R t f . .t wbi y� '. y t.. t s' ., ''1 ,,�i ? stit `_: y 't x 'ag'-+:� 2y\ �y s) I 1>� 5�..,dS.. Sly b tP'Y�IL s D { fit'.'. 'S� ,�+- i Oat _ iN... ....xx,.....> .. .......r :aura:. .y� A :.. ,!,...i . 11 :%' y %.. .t g. .3::.e.[:f' id kv a3 s �k s�, _ i� 61 t v •x`c. �11, ,' Y : F' s+` Y `= a fi s :r. c .Y , MaM 2r 3° +,tt.tr Lj ini ¢x- ✓ ,i ski . a.r.: �„ Sk a`r .,,..,....-. r s4 a jd-�pdS ,G F z ` .. h �3 F -- s a 3 4 . 5s, tsx is. 'Y•.c r .' .. { i i ',.t; /r �, .r,. 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SUBI TTAL DATE: FORMAL SUBMITTAL: JANUARY 14, 2011 UPDATE SUBMITTAL: MARCH 17, 2011 UPDATE SUBMITTAL: APRIL 28, 2011 UPDATE SUBMITTAL: JUNE 2, 2011 UPDATE SUBMITTAL: JUNE 13, 2011 LEGAL DESCRPTION LOT 1 BLOCK 1 OF THE SCOTT & WHITE HEALTHCARE SUBDIVISION VOL. 10179, PG. 50 O.R.B.C.T. ___ �� ��� a �� ___ ___ �__ ��� ■ � _—_ __— _-_ ___ _■.- __ _—® _�LATA6110RE" 'wo. . -- -- w 3 CIVIL: C-000 COVER SHEET C-001 FINAL PLAT C-002 FINAL PLAT C-003 FINAL PLAT C-004 FINAL PLAT C-005 GENERAL NOTES C-006 EXISTING CONDITIONS C-101 EROSION/SEDIMENTATION CONTROL PLAN CD101 DEMOLITION PLAN CS101 OVERALL SITE PLAN CS102 SITE PLAN "A" CS103 SITE PLAN "B" CS104 SITE PLAN "C" CS105 SITE PLAN "D" CS106 SITE PLAN "E" CS107 SITE PLAN "F" CS201 OVERALL PAVING & STRIPING PLAN CS202 HELIPAD LAYOUT PLAN CG101 OVERALL GRADING & DRAINAGE PLAN CG102 GRADING & DRAINAGE PLAN "A" CG103 GRADING & DRAINAGE PLAN "B" CG104 GRADING & DRAINAGE PLAN "C" CG105 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 of I GU703 UTILITY PLAN "B" CU104 UTILITY PLAN "C" CU105 UTILITY PLAN,v, CU106 "Ell UTILITY PLAN E CU107 UTILITY PLAN "F" CU201 PLAN & PROFILE ON -SITE WASTEWATER LINE CU202 PLAN & PROFILE ON -SITE WASTEWATER LINE CU301 PLAN & PROFILE ON -SITE WATER LINE CU302 PLAN & PROFILE ON -SITE WATER LINE C-501 CONSTRUCTION DETAILS - EROSION C=502 CONSTRUCTION DETAILS C 503 =EROSION CONSTRUCTION DETAILS WATER &WASTEWATER C-504 CONSTRUCTION DETAILS - WATER & WASTEWATER C-505 CONSTRUCTION DETALS - WATER & WASTEWATER C-506 CONSTRUCTION DETAIL -WATER &WASTEWATER S C-507 CONSTRUCTION DETAILS - DRAINAGE C-508 CONSTRUCTION DETAILS — DRAINAGE C-509 — CONSTRUCTION DETAILS SITE C-510 CONSTRUCTION DETAILS — SITE C-511 CONSTRUCTION DETAILS - SITE C-512 CONSTRUCTION DETAILS - SITE LANDSCAPE: L 101 OVERALL PLANTING PLAN L 102 PLANTING PLAN "A" L 103 . PLANTING PLAN "B" L 104 rPLANTING PLAN "C" L 105 PLANTING PLAN "D" L 106 PLANTING PLAN "E" L 107 PLANTING PLAN "F" L 108 PLANTING SCHEDULE L 109 PLANTING DETAILS L 110 PLANTING NOTES & SPECIFICATIONS L 111 PLANTING NOTES & SPECIFICATIONS L 112 1 OVERALL IRRIGATION PLAN L 113 IRRIGATION NOTES & SPECIFICATIONS ELECTRICAL: EOO1 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS E100 ELECTRICAL - SITE DEMO PLAN ES101 ELECTRICAL - SITE NEW PLAN ES102 ELECTRICAL -SITE LIGHTING E400 ENLARGED PLANS E402 DETAILS/SECTIONS TELECOM: T1.00 TELECOMMUNICATIONS SITE PLAN ACGTED FOR COtISTRUCTION 2 I. ---— _ fi tY _ 11 Hf K.I �k t� �, i 0' REQUIRED 0 +1' fi 2`i 0 +3 0 ,4' A N01 ajF .j ; �F.o i... :'a ,,! RE VIEWED -_I C_ JUN. 1 5 mil COLLtUt 6 I A I iOtJ r` DEVELOPMENT SE2 S 'PLAT -FILED: - ,vtr ADEQUACY CLAUSE: RE RONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO P ARED THEM. IN ACCEPTING THESE PLANS, THE CITY OF COLLEGE STATION MUST RELY U THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. JOEL R. BOCK, P.E. LICENSED PROFESSIONAL /GINEER NO. 98441 JACOBS 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 (512) 314-3100 PH. (512) 314-3135 FAX 1 1. 1% =.- SCOTT & WHITE MEMORIAL �13 HOSPITAL SCOTT, SHERWOOD AND a> BRINDLEY FOUNDATIONS H -r°. .Lm1w SCOTT & WHITE HOSPITAL COLLEGE STATION. TX . I cqc5 JAAK -1 I TEXAS REGISTRATION #F 2966 2705 BEE CAVE ROAD, SUITE 300 i ml AUSTIN, TEXAS 78746 - IL I 4iMOON • MAYORAS G ARCHITEG'TS, INC. OWNER: SCOTT & WHITE MEMORIAL 4sa23s-a9sz ��`��°� 2400 S. 31 ST STREET - \ TEMPLE, TEXAS 76508 1 1 -\ ENGINEER: JOEL R. BOCK, P.E. #98441 512-314-3100 a' JACOBS ENGINEERING ..,-. -md 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT: BOB A. LUNDEEN , AIA 817-735 7026 JACOBS ENGINEERING 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010.3300 LEGAL DESCRIPTION: L T C 1 O 1 BLO K SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: JUNE 13, 2011 ISSUED FOR REVISION DATE KEY PLAN: DRAWING TITLE P�� TF4 114 *: •— *+vi ..:....... ..............:....P .. JOEL R. BOCK P. 9 : ..98441.....,: w. !�%`'........I....' .0 COVER SHEET JACOBS PROJECT NUMBER I TDSHS PROJECT NUMBER FOW96852 111161 DRAWING NUMBER C-000 F It FBI A 10 1 9 7 1 6 * 5 Ell 3 PRINT DATE JUNE 13, 2011 2 1 1 1 1r, s i s 7 1 6 1� 5 I 4 ' 3 R It .q. D C 1V A LINE TABLE LINE BEARING DISTANCE L1 N1648'19"E 72.81' LZ N67'49 42 W 59.02 L3 S22'10'18'W 73.65' L4 S50'49'32"W 287.83' L5 N8627'05"W 84.45' L6 S86'27'05"E 91.03' L7 NO3-32'55'E 3.57' L8 N50'49'32"E 174.49' L9 N39'10'28"W 90.00' L10 S39i 0 28" E 90.00 L11 N50'49'32"E 3.34' L12 N22'10'18"E 73.65' L13 N67'49'42"W 98.36' L14 S16.48'19"W '72.81' L15 N20'31'20"E 19.52' L16 N27'03'03"W 84.10' L17 N47'41'31"W 111.10' L18 N42'18'29"E 45.00' L19. N47'41'31"W 250.00' L21 N6554'39"E 5.3S L22 S4146'55"W 185.00, L23 S47'46'55'W 42.00' L24 N42'28'26"E 679.0 L25 S8637'47"E 1157.ON L26 N21'52'19"W 427.59' L27 N40'49'05"E 11.25' L28 N21'52'19"W 429.19' L29 N40'49'05"E 5.6V L30 N40'49'05"E 22.84' L31 N21'52'19"W 65.77' L32 N21'52'19"W 65.75' L33 S40'56'46"W 5.62' L34 S40'56'46"W 22.48' L35 N21'52'19"W 66.34' L36 N32'11'00"W 1030.73' L37 N3426'19"W 221.89, L38 N34'26'19"W 223.65' L39 N3211'00"W 1031.68' L40 N21'52'19"W 64.22' L41 S47'01'33"E 45.91' L42 S48'5940"E 38.33' 1-43 S51'56'09'E 36.02' L44 S5913'34"E 36.81' L45 S63'52'56"E. 59.74' L46 S7527'21 "E 38.77' L47 S7632'48"E 42.28' L48 S61'07'48"E 21.61' L49 N8627'05'W 94.16' L50 N4242'53"W 349.96' L51 N8627'05"W 32.25' L52 N8627'05"W 32.25' L53 N42'42'53"W 349.96' L54 N86'27'05"W 94.16' L55 NO3'32'55"E 32.59' L56 N1832'55"E 45.15' L57 NO3'32'55"E 82.23' L58 N38'02'17"W 594.48' L59 1\147'05'54"W 24.42' L61 N38'02'17"W 577.19' L62 S51'57'43"W 1258.28' L63 I S51'57'43'W 1243.97' L64 NO3'3255"E 273.96' L66 N1177'05"W 45.15' L67 NO3'32'55"£ 25.85' L68 N28'16'29"W 86.90, L69 S67 49.42"E 102,02' L70 S22'10'18"W 140 00' L71 S22i0'18"W 164.00' L72 S6749'42"E 126.02' L73 N28'16'29"W 85.26' iff / C30 - 1, DEO CATER FORADDITIO RIGHT-OFNWAY T CS ..... ..... - 'N� 4a- kw '/ LIC '� • ^'•` 10 P.U. �c PUB CCESS EASEMENT , r,rr, • '1 - r r r r , C VOL \ ii•• , , , , , , \ r� 4 \\ 10' P.U.E. & PUBLIC \` ACCESS EASEMENT .� VOL. 10179 PG. 50 \ d•� t v`Av �/ \Z1\ 1D \ LOT I \ O. CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD R BEARING CHORE) 01 13'15'24" 565.00' 130.7S N10'10'37"E 130.43- C2 " 712013 10.00 T2.45 5185 1 47 E 11.66 C3 157-4230" 115.00' 316.54' N24-19'21"E 225.66' C4 54'45'56" 15.00' 14.34' S7547'38"W 13.80' C5 90'1339" 15,00' 23.62' S03'17'50"W 21.26' C6 13'32'30" 560.00' 132.35' - N35'02'44"W 132.05' C7 92'41'55" 25.00' 40.45' S74'37'27"E 36.18' C8 53'08'42" 840.00' 779.15' S85'35'S7"W 751.52' C9 90'00'00" 25.00' 39.27' N67'10'18"E 35,36' C10 2819'1e 530.00' 26-W I S36'29'55"W 262.30' C11 47-16-37" 570.00' 470.33' N27-11'14"£ 457.10' C12 90'00'00" 25.00' 39.27' S41'27'05"E 35.36' C13 90'00'00" '25.00' 39.27' S48'32'55"W 35.36' C14 47'16'37" 630.00' 519.84' N2711'14"E 505.22' C15 90'00'00" 25.00' 39.27' S0549'32"W 35.36' C16 90100'00" 25.00' 39.27' N84.10'28"W 35.36' CI-7 2839'14" 470.00` 235.05' S36'29'55"W 232.61' C18 90'00'00" 25.00' 39.27' S22'49'42"E 35.36' C19 54'21'18" 760.00' 720.99' S8439'39"W 694.26' C20 86-05'29"- 25.00' 37.56' N14'46'16"E 34.13' C21 13'35102" 500.00, 118.54' N35'04'00"W 118.26' 'C22 89.43'49" 15.00' 23.49' N86'43'26"W 21.16' C23 8322'27" 15.00, 21.83' N06'43'26"E 19.95, C24 123'06'20" 115.OV 247,09' S26'3523W 202.23' C25 1 71703" 10.00, 12.45' N52 28'26"E 11.66' C26 1 13'15'24" 505.00' 116.84' N10'10'37"E 116.58' C27 20'38'47" 50.00' 18.02' S3722'17"E 17.92' C29 6.08'21" 955.00' 102.33' S62.30'43"w 102.28' C30 33*49'18" 940.00' 554.88' S76'38'07"W 546.86' C31 4344'11" 211.50' 161.45' N6434'59"W 157.56' C32 4344'11" 188.50' 143.89' S64-34'59"E 140.42' C33 4344'11" 211.50' 161.45' S64-34'59"E 157,56' C34 43'44'11" 188.50' 143.8V N64'34'59"W 140.42' C35 725'55" 570.00' 73.94' N44'55'06"E 73.88' C36 15-00'00" 100.00' 26.18' NI a2'55"E 26.11' C37. 15'00'OV' 100.00' 26.18' SWOV55"W 26.11' C38 52'34'25" 30.00' 27.53' S22'44'17"E 26.57' C39 70*32*41" 45.00' 55.41' N13'4509"W 51.97' C40 59*33*29" 30.00' 31.18, S08'15'33"E 29.80' ' C41 1547'39" 200.OV 55.13'• N30'08'28"W 54.96' C42 24-51'15" 150.00' 1 65.07' S34'40'16"E 64.56' C43 40'58'09" 30.00, 21.45' S67'34'5WE 21.00' C44 36'53'3e 30.00, 19.32' N20'33'07"W 18.98' C45 28-27'21" 200.00' 99.33' S24'46'13"E 98.31' C46 27'29'44" 170.00' 81.58' N24'17'25"W 80.80, C47 53'07'48" 30.00' 27.82' N64'3612"W 26.83' C48 20.1V26" 45.00' 15.92' S81'01'53"E 15.84, C49 57'08'37" 25.00' 24.93' S80.32'01"W 23.91' C50 23'00'46" 25.00' 10.04' S40'27'20"W 9.97' C51 .42-23'32" 25.00' 18.50, N73'09'29"E 18.08' C52 59'58'43" 25.00' 26.17' N21'58'21 "E 24.99' C53 71*38'12" 45.00' 56.26' S27'48'05"W 52.67' C54 60'04'16" 30.00, 31.45' N33'35'03"E 30.03, C55 15'00'00" 100.00` 26.18' NO3'57'05"W 26.11' C56 15'00'00" 100.0v 26.18' S03'57'05"E 26.11' C57 15'38'23" 25.00' 6,82' N04'16'16"W 6.80' C58 92'53'08" 50.00' 81.06' S7443'03"E 72.47' C59 5319'55" 620.00' 1 577.11' S85'30'21"W 556.50' C60 53-19'55" 596.00' 554.77' S85-30'21"W 534.96' Chi 92-53.OW' 1 74.00' 119.97' S7443'03"E . I107.25' ♦�\ ` BLOCK 3 ! 5.35 AC. \\\ \\ \k S \ \\t\ \ \\ � 6 \ .t% `\\\ 20' P.U.E. & PUBLIC \\l \ \ ACCESS EASEMENT \ `\\ \ VOL 10179. PG. 50 J i\\\ O.RB.C.T. o \ o � \ \ 1� �15' DEDICATED F� � •• m AooinauAL GAS =---- GAS RIGHT-OF-WAY ROCK PRAIRIE ROAD `-`�'-- (Major Arterial) -- - -_ S6?2r05"E - _ - , _- 27W I CITY At OL ' CITY OF COLLEGE STATION. TEXAS 20 PUBLIC UTILITY EASEMENT i C9P 9506, PG. 207 + e 2W PUBLIC UTILITY EASEMENT O.P.RB.QT. QTEM 10r) VOL. 10179. PG. 50 .k..• O.P.R.B.C.T. 10' P.U.E. do PUBLIC L ... . '. f . • . .• , LOT 2 BLOCK • .l �� ; WO AC. {. • ...,: {.1� �... « •0. �.� r a Area tO be Devel i/1 \ *�, r J, /f Om ^ T !' -.c 1 r l t � -li �>;i;: ,. ��, .�-• .T'j1y�� (/���;' �i'� ��... ,\��t`p . �, gyp, 4�,, r':.;, �\¢� `.'i�. 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SCOTT &WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS H '-SCOTT & WHITE HOSPITAL COLLEGE STATION, TX REVIEWED Uri UU E JUN 15 2011 COLU:Ut: b IAf iON DEVELOPMENT SEPVICCES PLAT FILED o so 120 240 SCALE: V =120' Note: 1. See 'Planting Schedule' sheet for Plant Materials Schedule and list of existing trees to be protected. 2. See 'Planting Details' sheet for tree protection \ / notes and details. Reference Civil Sheets for complete tree survey. LOT 2BLOCK 4 / iAl AP g 1 7 1 6 t 5 1 4 1 3 PRINT DATE JUNE 2, 2011 2 i TEXAS REGISTRATION #F2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 NO MOON - MAYORAS ARCHITECTS, INC. 2 OW R: SCOTT & WHITE MEMORIAL 484.238.8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 512-314.3100 JACOBS B ENGINEERING zo5 t 7 ROAD, SUITE 300 SEE CAVE o AUSTIN, TEXAS 78746 ARCHITECT: BOB A. LUNDEEN , AIA 817-735 7026 JACOBS ENGINEERING 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010-3300 LEGAL DESCRIPTION: LOT 1 BLOCK 1 SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: JUNE 2 2011 G 11 7 ISSUED FOR REVISION D ATE E �►���• MSS•' � SD • • goo •• a Wit • •O • KEY PLAN: A B APY 0%0 aIAI n DRAWING TITLE -' OVERALL PLANTING PLAN JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER FOW96852 11161 n DRAWING NUMBER A L 1Q1 f 1 /1 10 � 9 ( 8 I 7 I 6 i► 5 L 4 I 3 1 2 I 1 G A A D 10 V ----`--`--- ---�L- " ROCK PRAIRIE ROAD (Maim arro.;mn X COLLEGE STATION , TX TEXAS REGISTRATION #F 2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 MOON MAYORAS G ARCHITECTS, INC. SCOTT 8o WHITE MEMORIAL 484 238.8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 512-314-3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT: BOB A. LUNDEEN , AIA 817-735.7026 JACOBS ENGINEERING 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010.3300 LEGAL DESCRIPTION: LOT 1 BLOCK 1 SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: JUNE 2, 2011 DATE E ISSUED FOR REVISION ,Q of2. tit KEY PLAN: DRAWING TITLE Ic N A PLANTING PLAN "A" JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER FOW96852 111161 A DRAWING NUMBER f'1 L 102 PRINT DATE JUNE 2, 2011 10 I 9 8 7 6 5 4 3 2 i 10 w I 14 R w 1 .i +♦ w -ik ^ 11 N 10 T 9 I 8 ( 7 6 � 5 N 3 TEXAS REGISTRATION #F-2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 MOOD • MAYORAS ARCHITECTS, INC. OWNER: SCOTT & WHITE MEMORIAL 484 238-8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 512-314.3100 JACOBS ENGINEERING, 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT: BOB A. LUNDEEN , AIA 817 735 7026 JACOBS ENGINEERING 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010.3300 LEGAL DESCRIPTION: LOT 1 BLOCK 1 SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: JUNE 2, 2011 G 19 ISSUED FOR I REVISION I DATE E i �t1DSCp!°l� mlq .N OF '• 1839 % �� A KEY PLAN: I`/ Pi a 1^ 'Ai y py'' L I n1i _ DRAWING TITLE, PLANTING PLAN "B" JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER �°° L - Ems=1 F8W96852 11161 DEVELOPMENT SERV11CF9 A PLATEfLED. DRAWING NUMBER L 103 PRINT DATE DUNE 2, 2011 2 - 1 QUS E c� cam:. Le �j � Y I ♦ � I ) O m I• MA ACCESS EASEMENT 50 B. Tr •�.. _ L J OKI 0 `.�0��.��� ��� ��►i\Ole `� � , 00 d r^+.�,p�w�q N- ,A WMAM �-Akl . MANN YAO� Ilk � A F39 {NW-1 A ON JIMW IRV �. ..1=. 410— RMEW®r. r.; �rr aril � �� �� \ •� / J �Y 511�1a '� j� � �, /% ��1 li;.`�► �. � ���� .,tic r 74111, ilk �v 5- MINn 5 MUM 1 KAiIll w7J zk 0 r a 34 I 0 A iff wt vi 0 61 3 1 cD \ SCOTT & WHITE MEMORIAL \ W W W W W W \ T �..-.:.•..' \ \ HOSPITAL W W w W W w \ \ ® SCOTT, SHERWOOD AND vJ Vi1j ... :I \ \ BRINDLEY FOUNDATIONS H QUA 3 \ � W W W W � W W W\ \\ -�- S � •:'�'• MP '.'�: •• ::: -QUA 4. � � _ \ FS . . . . �� ./-s - \ W W W W w W W W W W N. \ :•:I _ _ \ \ 0 15' 30' s0' - SCOTT &WHITE HOSPITAL w w W W W w W W W W w W W W W W W W W \ W . F . - ,L� 2 _ , COLLEGE STATION, TX SCALE: 1— 30 . . . . . . . /� . . 7Y \ w4. .......... .. A.... MP V 69 \W :: r I AN / P O\ \ \ Note: - �\ e V� gq I V P :' •:•:•. 1. See 'Planting Schedule' sheet for Plant Materials IC N �\ �- ..'.'.'..'.'• .'•' MP , \ \ TEXAS REGISTRATION #F-2966 .:-.•_•.•.•...•; :•.•:• 'I \ Schedule and Iist of existing trees to be protected. 2705 BEE CAVE ROAD, SUITE 300 \W \W \W / : : : : : : : : : '•�• •'. •, % '• \ \ w W W \ W W W W W w\ W W W W W w W W\ , (/ 2. See 'Planting Details' sheet for tree protection AUSTIN, TEXAS 78746 .'�. . \ G W W �W \W AG I `� `. \ notes and details. Reference C'nril Sheets for w W W W W W W W W W W W W W W W W \ � VJ •• � Q�A 1 4 CD 0•00' � :•..•�•` \ \\ O�A OON � (UTAYORAS w W W W W W w W W W W�, ..• - 1x� complete tree survey......... ••• RCIiITECTS, INC. .. .••'\,. .•.•// t`\ QUA S �•. . � CEO t}P.. •. • .' . .. ... 31 _ \ D•` �` \ \ \ OWNER: .:.�:. SCOTT & WHITE MEMORIAL W W W W W w \ W W W W W W W W W w W W. .h,� ..•`.' AG .•�..'.'.•.._ t. - \ \ 484-238-8982 W W w 7f� _ 2400 S. 31ST STREET TEMPLE, TEXAS 76508 . . w W W W w W •Y\ \ W w .4 5\` w w W W W W FC ...-....�. J �� P LM. ... w W W W W w W W W W W W W W W W W.'.'.'.'. •. �9 .•.O. .\ ........ - / �n `I4 �'-1 F?.......,.. \ ENGINEER• W W W W W w W \W \\ w w w w W W W W . . . . . . . . . . . . . . .� \ •Q • .... I' .�`...'.'.... JOEL R. BOCK, P.E. #98441 w W W W W W W w\ W \\w W 1 W W w W w W w .•; :':' ':' :':':':':'.':':' KP 6 G J \ 512-314.3100 W W W w W W w W W W \ W w w W W w W W w \ \ JACOBS ENGINEERING 1 W W W W W W w w W W W W .� \ W W 4. w .� W + Cg AG •. .•• ...'/ / j / ..•. QUA 3 \ 2705 BEE CAVE ROAD, SUITE 300 a w W\ \ W W W w �3 { .. \ \ AUSTIN, TEXAS 78746 ARCHITECT: ' .................... B r + MP zoo \ e B \ \ OB A. LUNDEEN , AIA 817-735-7026 i 13 \ 00- \ �» / / / 3 \ JACOBS ENGINEERING 777 MAIN STREET \ \ \...'.,..._...;. .......;........ '.' AG LM \ . ::.......:.:.:... \ \ FORT WORTH, TEXAS 76102 %Y\ Y� 'L.� .............. \ SCOTT & WHITE SITE 37.12 ACRES �\ \ ZONING - PDD - ORDINANCE #2010300 p) (71'P.} PL 3 `Z�\'.'.'..........................`... KP 5 .'.':..:.:... ':,:. -/ \/..'......... '... \ ti DI 1 .'.'...'.'. QUA 6 �\ \ \ \ .................... LEGAL DESCRIPTION: 1 QUA 2 \ LOT 1 BLOCK 1 "B \ QUA 3 : ' / / \� // / �� %'..•.' ' ' SCOTT & WHITE HEALTHCARE SUBDIVISION \ \.' \ .'...'.'.'...'.'.'.' .'. o s� /T / .....' \ JUNE 2 20 1DAT \ E• rn ... o. .. ::.... 2�\ Q LAT 3 PS / / / / / .. ' • \...... • . \ \ 0 — E .'.... B _ LAT 1 0 \/ 00' • • • • • • ! / \\ / /\ \ S7 p :: \\ • • : .::,:,:,: ; \ \ ISSUED FOR REVISION 01 3 / rn \\ \ QUP 1 \ :�...:.....'.'.'.'.'. '.'.'.'....'\ LAT 1 / / /� L�\ LAT 3 CoD\`..\.'.'.' ' ... ...... . , / CQUP 1 Q3 21997 \ \� �� o......'. UP / o \ \. Z... \ q,.'\ OS , , n 3p8 �.:. ....... ....... � ... ... ..'.�. 2, 4 // i�0 / • � � .• • ..��(,, \ •/ / / / / / .. •. AC 1 � '........ , ...... QUA 1 �•,•.••-•.•,•. ••.•,•. ••. �•.-,• ...: •. •... ULP 1 6 ; (TYP. J \ �• z 23' PUBLIC ACC EASEMENT VOL. 10179, PG. 0.P.R.B.C.T. c A 41/ �O �\N Dc '00. 3 FS 3 AG - CI 2 8 �4�~ �� M, m� j � yam' �• .� � �. 4 i ..,... ..�� �- : � .� � .r..',.�� O � � :. .. -.►� . Ol!t..'.---.. �� ,•err. : 't. .�- �,%! _�, �`� . m '�f �` �,>!�'� • � O �--_'ItINY aa /` •♦♦♦ rQme �'., ' ':7� ► , „Z ;,-•,- L ram/ • ' '+\ 0 \� - ! i •:. /I s�:;� • r owl DRAWING TITLE VP • 'I ®o • _ ;� �;`�,-- •� ` _ �© / _ • �© /ate ` • \ ®s• DRAWING NUMBER VV VF �.�� •a� :;.. . gip► (�` �► �,� mil. �� ., 'r►- r �k TDSHS PROJECT NUMBER 11161 L 105 DATE w F It c 1V FrL 13 W 0 u -----__ ___. ____ _--- --- -- -._, _4 PRINT DATE JUNE 2, 2011 A f w mig All - a 11eaa k# ri'L 0 Im 4191 IkTlc E COTT $ WHITE MEMORIAL I4 238-8982 100 S. 31ST STREET EMPLE, TEXAS 76508 VGINEER: )E! R. BOCK, P.E. #98441 12-3143100 kCOBS ENGINEERING '05 BEE CAVE ROAD, SUITE 300 USTIN, TEXAS 78746 RCHITECT: M A. LUNDEEN , AIA 7 735-7026 (COBS ENGINEERING i MAIN STREET )RT WORTH, TEXAS 76102 %^' T & IA UM= 01'rM 0-7 wn Awn umue No d 11 11 s Mo a ► t +o MMM & Zl-�j gm 07 V14 --A. M /i rI I Illmno Om TEXAS REGISTRATI' 2706 SEE CAVE -O nil ow IIIIIII �'AM - 110 LEGAL,DESCRIP LOT 1 BLOCK 1 SCOTT & WHITE (('''P' SUSMRTAL DAl JUNE 2, 2011 • S 7 I 10 9 PLANT MATERIALS SCHEDULE R, CANOPY TREES SYMBOL I QTY COMMON / Scientific SIZE CHINESE PISTACHE 0 AC 33 Pistacia chinensis 2.5".cal• MEXICAN SYCAMORE 0 P! 36 Platanus mex<cana 3.5" cal. o QUA 3B SAWTOOTH OAK 3.5" cal. Quercus accudssima G F 1-4 -D A I A 8 7 I 6 5 B&B orcantainergrown; single straightleader, 6 Clear trunk; full symmetrical canopy B&B orcontainergrown; single straight leader, 5' Cleartrunk; full symmetrical canopy B&B or container grown; single straight leader, 6 Cleartrunk full symmetrical canopy DQUP 61 WILLOW OAK 35"cal B&Borcontainergnrm;singlestraightieader, Quercus phellow 6 Clear tmnk full symmetrical canopy SHUMARD OAK B&B orcontainer grown; single siraight leader, ■ QUS 46 Quercus shumardii 3,5"cal• 5' Clear tmnk full symmehical canopy TEXAS RED OAK B&B or container grown; single straight leader, G " QUT 13 Quercus texana 3 5 col 6 Clear trunk full symmetrical canopy 0 BALD CYPRESS B&B or container grown; single straight leader, TAD 31 Taxodium disUchum 2.5" cal' 6 Cleartmnk full symmetrical canopy CEDAR ELM B&B or conlainer grown; singlestraght leader, o ULC 13 Ulmus crassifolie 3.5"cal• 9 Cleartrunk full symmetrical canopy ORNAMENTAL / UNDERSTORY TREES SYMBOL I QTY COMMON / Scientific SIZE NOTES OKLAHOMA REDBUD Container grown; Full plant; If OcEo 27 Cercis canadensis'Oklahoma' 1.5" cal, multi -trunk specimen at least one cane shall be a minimum of 1.5" TEXAS REDBUD Container grown; Full plant; If CCT 33 Cerds canadensis Texensis' 1.5" cal. multi -trunk specimen at least one cane shall be a minimum of 1.5" TEXAS PERSIMMON Container grown; Full plant; If O DI 17 Diospyros texana 1.5" cat. multi -trunk specimen at least one cane shall be a minimum of 1.5" NATCHEZ CRAPE MYRTLE Container grown; Full plant; If O LAN s5 Lagerstroemia indica'Natchez' 1.5" cal. multi -trunk specimen at least one cane shall be a minimum of 1.5" TUSCORA CRAPE MYRTLE Container grown; Full plant; If aLA7 47 Lagerstroemia indica Tuscora' 1.5" cal. multi -trunk specimen at least one cane shall be a minimum of 1.5" WAX MYRTLE Container grown; Full plant; if 0 t E 8 Myrica cer fora 1.5" cal. multHrunk specimen at least one cane shall be a minimum of 1.5' YAUPON HOLLY Container grown; Full plant; If O Iry z2 flex vomtioda 1.5"cal. multi -trunk specimen at least one cane shall be a minimum of 1,5" GOLDENRAiN TREE " B&B orcontainergrown; single straightleader, KP 47 Koelreuteria paniculata 15 �i 5 Clear tmnk full symmetrical canopy LACEBARK ELM (CHINESE ELM) 20"l B&B or contain ergrown, single straight leader, ULP 55 Ulmus parvifolla .ca. 6 Cleartrunk Mll symmetrical canopy SHRUBS COMMON / Scientific SIZE NOTES GLOSSY ABELiA ® 5 gal. Full plant; Container grown AG Abelle grandr#ora PAMPAS GRASS 5 gal. Full plant; Container grown Coriadeda selloana M COMMON / Scientific SIZE/SPACING NOTES BC CROSSVINE 1 gat. I fsa Bignonia capreolate 11-T O.C. Full plant; Container grown PERENNIALS & GROUNDCOVERS MW COMMON / Scientific . SIZE/ SPACING NOTES WETLAND FRINGE MiX SEED NATIVE AMERICAN SEED CO. ITEM #1807 & #2808 _ - - us UPPER SLOPE WILDFLOWER MIX NATIVE AMERICAN SEED CO. 2sa14 SEED ITEM #1815 & 2808 • ` • ` - ` - RV REVEGETATION MIX NATIVE AMERICAN SEED CO. a� SEED ITEM #1810 PRAIRIE STARTER MIX SEED NATIVE AMERICAN SEED CO. ITEM #2021 MARSH DIVERSITY REFER TO WETLAND PLANT LIST or t 91 4" pots FOR QUANTITIES AND SPECIES DISTRIBUTION t O SEASON ANNUAL PLANTINGS 4" pots 8-17 per species PROVIDE ANNUAL SEASONAL she requirements COLOR 4 TIMES PER YEAR ++ LM ,aoas LIRtOPE Lidope muscad 1 gal. T-0" o.c. ° o o TRAILING ROSEMARY Rosmadrius offrcinarts 1 gal. 2'-0" o.c. PLUMBAGO PO@ Plumbago auriculata 1 gal. T-0"o.c. MEXICAN FEATHERGRASS sr t Silpa tenuissima 1 gal. V-6" o.c. -`s%+ COMMON / Scientific SIZE/ SPACING NOTES CD BERMUDA LAWNGIRASS Cynodon dactylon SEED Seed, Common Bermuda HARDSCAPE MATERIALS DESCRIPTION COLOR/ FINISH NOTES E, PLANTER BED EDGE; BROWN I As manufactured by Joseph Ryerson STEEL EDGING 114" BY 4" STANDARD Co, Inc. or approved equal O O FLAGPOLE SEE'PLANTING DETAILS' SHEET GENERAL NOTES: 1. 100% coverage of groundcover, decorative paving, decorative rock (not loose), or a perennial grass is required in parking lots islands, swales and drainage areas, the parking lot setback, rights -of -way, and adjacent property disturbed during construction. 2. All seeded areas shall be established prior to issuance of occupancy. PINEAPPLE GUAVA Feiioa sellowiana 14 gal. Full plant; Container grown ® MP DWARF WAX MYRTLE 5 gal. Full plant; Container grown tso Myrica cerifera var. pumila ® FRAGRANT SUMAC Rhus aromatics 5 gal. Full plant; Container grown vd �J JAPANESE VIBURNUM Vibumumiaponicum 10 gal. Full plant; Container grown 10 9 8 7 6 5 Sums" WATER D- I TH NOTES' Sdrptis vandus 1!-3 •. 8' tan evergreen, re'sists'catteil 8ulnmb ; •ai�craadtment Sc1gm oatlforrikus . 1'-3' 8106vergreen, reslsts cattail. Huttush • .encroat:hnfent :..:. '. '.. ,8drpusantetk:enus :, r-8'• ,..2'•to4'ta9,w/.3drsdnctedges. Three-squere.bulmsh instNl'Spnaerustt at or near ttie.vrater's edge,.wffhlndhriduai` ptatils spaced. approximately three to sbc feat on oente� At [east two of the folloviUtg. spedes'sttan !ie used::.: ;;.. SPIKERUSH WATER DEPTH NOTES . Eleodterls montevrdends o"-6" 1'tan, rtd wa0w, reduces emslon atthe spncerush pond edge Eleodtarls, no=stadtys 0"-fr V tan, rhlzomatoua, reduces emlon at the Spikermh pond edge EWxftds quadmr gutata 3' -1' r to 26'tall, ftmftua, can spftmsh aommmodate deeper water, 4-angled At lent two spedes of the fonowtng marsh plmds ehan be used (adcAno W spates are en=feged). IrmW In dumps In aWk wwatar, Wnh•trtrftvidual plants spaced at approodmatetythree feet orl center: 11ARONDIVERSTY WATER DEPTH . .1110108 . . 1. cyperus odtraeus . •r - e- V 6 r ten, dump -foci ft com W to e - etentral Taxes a Dwv6mene eotaata.:: : ,:' . r'•-8". 1'to r tan. white bracts dwft warm Yt hft4apped Sedge - .. .season - . 3i Ed*wdmm rosli tus 3' - 1' V to r UA, arut 04 h6W"tWW haves, • t3taftead :... :.: :.. ftow�.akr�to,eerawttead : _•. .. -. 4: Eleodtatls quarlrarrputata •8" - 1' . ' 1''to 2't6dl, oolorttms, Iritrab�e deeper �: . :••.Farr-aquere.Spnosruen waNrttianatherSpfkets - > ... < 6.Ids Pseudamms 1'-2' '311b4'ta!: iantebw I6.-d�iae Yenow Fin Iris tire+W't. yaAow ftawere S. JurduS eHusus Soft Rush evergreen, very afteft 7. Awlide amedcana r to 3' tag, eorttittoti, vrtifte Rowels. wow Willow herttacears, colortizea : .. _ . 8. Meranea meerepoda r -8• Looks Inca 116811rrg foi r-100daver. . Waterclover andemlotoTetras : .... 9. t $ea gtteriertrpertsie. = :;1' -4' SubtragdA vehftle to fish and'vrnd t 10. Pantedett o data:. Pkkeretweed 2'-1' 3'tan, cd lea: a> P? R, ptePTe flowers 11. Rtgm hospore r - 6" r to T tag, brass -colored flowers In May wnttattam Homedqush WW-Annwlbad •rn ctwhO in Mallow water, wttli. Mdtvtdual:ptazds sped apprM&Y OW twee feet on center. ARROiNHEAD WATER DEPTH NOTES Segp�dat latrona r-1' r height. WNft vakre, wt�e flowers, Arrowhead -'n v q perfom►ei > 1f Is p The f0ft tg oateM, =Aquatim! 'VAM8Wft mrd f *4wed aquaft SulmoWnte me rootedrn the sedkrtft of the pond; and are =T0M* sufnrrerged In water. Floathtg-leave l wituftPlOffle are acted•1611i8 sedrnrent'of the pond, and have leaves•ttat float on the Stafaoa•of-the ulster. These leaves shears the water, whkn-Nnfs pobentfat etgae growth• At bad two'of ftte-fonowing spades shall be WO end ftWd be.plaml at random loaaMm #=Mhmd the pond: AQIIATIcs- WATERDEPTH NOTES . 1. Caboinba Ana : "' ' V-4' Appraodmatety 8' IerO tmderwater; Fanvrort .z Cei'atp"ptryAtrm i". - : " 1'=4' Maodmtan V length, iolereMbf axbtdny and Coon A :' Water•frtt*atott, virSM food • 3. Nyniplwea odorata' : 8" �-V : A native: teW ha** fbtdln -leaved Vatelimy aquaflc, Vd!h white flowers 4..P .... }.. W--3, :.CcW h ertd.: fine.4ut<ost4eav PandweedPecUrtaGis _ aqu>� , I Landscaping Point Calculations Type of Plant Size lQuantibylValue Point Total I Points �.": �!^S. "l}�. f { YF - i SS- y J, L L3j 4z„My4'7�'4 .YX Y � ti- h�C44'rti'"i. �c C (". Y 4•� 4 �: t •4 Y .✓..✓.?.4: Canopy Tree 4-8 inch calipertrees 17 400 6,800 8 inch and larger trees 11 500 5,500 i :;rOpOSedY v ti �J •7 c t r`r 2k�''✓s n s"' Ct •'.f t ,-�v ro i' i Canopy Tree 2.1 3.4 inch caliper 64 150 9,600 3.5 inch and larger 205 300 61,500 Non -canopy Tree 1.25 inch and larger 321 40 12,840 Shrubs 15 gallon and larger 1323 10 13,230 Plant Material Sub -Total 109,470 i ..�,..,.t � �. - i ..ern. Y •',. -i3 ` c � . s.� r �3 s ��� y,H,, AGt�iQ?tclot,�itrGffi. I:x:k._ ,fr.,__xV!sp__ri •. r 1'�r t��'t�j� fs `'a._r: <si`�+ "t xi -Tr Water Conservation Irrigation System provided 97,016 1 10% 9,702 Plan prepared by licensed Landscape Architect 97,016 1 10% 9,702 Additional Points Sub -Total 19,403 i Total Points Proposed 128,873 Required Landscape Points per approved PDD (1,616,947 SF/1000) *30 48,508 If Building>50,000SF, then double LA points 97,016 Additional: (3,510I.f. R.O.W./50)*300 21,060 Total Required Points 118,076 Required Street Trees perapproved. PDD Rock Prairie (102 I.f./25) _ 4 Medical Ave. (7991.f./32) 25 Scott & White Dr. (8671.f./32) 27 Lakeway Dr. (828 Lf,/32) 26 Healing Way (9141.f./32) 29 E 3 I 2 I 1 EXISTING TREES TO REMAIN Tree Tag Size Species 331 41" OAK MULTI STEM 7308 6" POST OAK 7309 7" POST OAK 7313 6" POST OAK 7316 8" POST OAK 7317 9" POST OAK 7318 11" POST OAK BOLES 7319 10" POST OAK 7320 9" POST OAK 7321 8" CEDAR ELM 7322 6" POST OAK 7383 8" CEDAR ELM 7384 12" POST OAK 9685 € 6" POST OAK 9686 6" POST OAK 9687 5" POST OAK 9688 € 5" POST OAK 9689 6" POST OAK 9690 € S' POST OAK 9691 7" CEDAR ELM BOLES 9694 9" POST OAK 9714 5" CEDAR ELM 9715 4" POST OAK 9716 8" CEDAR ELM BOLES 9717 5" POST OAK 9718 6" POST OAK 9724 6" POST OAK 9725 7" POST OAK 9726 1 10" POST OAK El 8 SCOTT & WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND. BRINDLEY FOUNDATIONS H SCOTT & : ; TE HOSPITAL COLLEGE STATION, TX TEXAS REGISTRATION #F 2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 MOON • MAYORAS G AFtGhttTEGTS, INC. OWNER: SCOTT & WHITE MEMORIAL 484.238.8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 512-314 3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT: BOB A. LUNDEEN , AIA 817-735 7026 JACOBS ENGINEERING F 777 MAiN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010-3300 LEGAL DESCRIPTION: LOT 1 BLOCK 1 SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: JUNE 2, 2011 E ISSUED FOR REVISION DATE 161 �•,,"teas • r • _ t 1839 OF 101 KEY PLAN: ow,woP,arining Fi Ciupyo 4 , DRAWING TITLE _ PLAi'iNG SCHEDULE FOB -� JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER MPLIANCE F8W96852 11161 A JUN. 5 2011 DRAWING NUMBER " - OLL E G IAl" ION ,- Ll ( DEVELOPMENT SEP�I�,�.S'� ELOPMEN E V` PLAT FILED: PRINT DATE JUNE 2, 2011 2 1 7 � 6 5 4 I 3 2 1 R C "Arbor Tie" by Deeproot (green). place tie @ lowest; crotch of lowest branch. Top of root ball to be 2" above finished grade. Place root bail on compacted specified plant mix. Cut twine @ trunk and root ball remove top 1/3 of burlap and all .ropes, wires or containers. Fill basin with min. 3" deep layer of specified mulch. 3" high water retention basin. Inspection tube - 4" dia. cut 1" above finished grade & cap with 4" dia. drain grate cover. Excavate tree pit 12" min. around edge of root ball (typ.) TREE PIT DIMENSIONS DEPTH: 1 X THE ROOT BALL (VERTICAL. SIDE) WIDTH: 2 FEET WIDER THAN THE DIAMETER OF THE ROOT BALL TYPICAL TREE PLANTING SECTION 8' - 0" long metal "tee" posts (color -green) install posts min. 11-0" into undisturbed subgrade. Do not disturb root ball (posts to be longer with larger trees) * Trees with less then 3" cal. to receive two (2) tree stakes. Trees larger than 3" cal. to receive three (3) tree stakes. Finished grade Scarify edge of tree planting pit (typ.) Specified planting mix Undisturbed subgrade ref. planting plan all stakes 2 total n Tie" by Deeproot inspect€on tube - 4" Dia. SCALE: 2" = 1'-0" TYPICAL TREE PLANTING 2 PLAN SCALE: 2" = 1'-0" Edging per Hardscape Materials Schedule Lawn Area Planting Area Install stakes for edging on planting area side as shown Specified mulch top dressing N — for planting area � U Finished Grade for hydroseeded lawn Finished Grade for planting areas 04 Finished Grade for sodded lawn CL c. C'' Reference specifications for depth of N X� X,:..`. mulch ; in absence of specifications, r mulch depth shall be 3" Topsoil to finished grade ref. / specifications for depth and mix \° \ Amend subsoil in planting areas per specifications acted Existing A 9 , uncom subgrade X / � Lawn Area / Planting Area TYPICAL PLANTER BED EDGE n SECTION LIMITS OF RITICAL ROOT ZON RADIUS=12 mm PER I — FENCE LOCATION LIMITS OF CRITICAL ROOT ZONE in RADIUS=12 mm PER mm (1 ft PER in) OF TRUNK DIAMETER OF TRUNK DIAMETER *AS NEEDED TO PROVIDE MINIMUM NECESSARY WORK SPACE. IF POSSIBLE. IF LESS THAN 1.5 m (5'), THEN ADD BOARDS STRAPPED TO TRUNK. ELEVATION NOTES: r 1. DETAIL SHOWS TREE PROTECTION FENCE AROUND SINGLE TREE FOR TREE CLUSTERS- 2. PLACE FENCING AS CLOSE TO DRIPLINE OF CLUSTER AS POSSIBLE. SCALE: 3" =1'-0" GROUP -OF -TREES TREE PRO SECTION TECTION FENCE Cnaninn nor nian INK FENCE- OSTS. -o" ROOT ZONE ZOTECTION FENCE .UMBER STRAPPED EE TRUNK PROTECTION FENCE Top of rootbaii to be min. 2" above top of planting media Fill bed with min. 3" deep layer of specified mulch. Finished grade. ISl1SrlSlJS(/S(ISt:A(IS�ISC13lfJlf3!/Sl/XfsUXSX/3Cs3Is3li XLSTIXs7!/SI/K/srssr/X/Sr/srnl�sr • r• -•- -• • . .:. . de Undisturbedsub ra ::;:? 9 � :.'.\:..,: r..i.}:: i�z:{:'\.••i �•. •.:• r. �•r� •i••: �t`rr •. r'`�•�{i•••�.•�•i.� •fir �: r •t.•�•. �%lli /%i �%i TYPICAL SHRUB PLANTING SECTION MARSH DNERSITY (Maaft) .• _ • y PERMANENTPOOL ELEV = 280.00 1 MARSH DNERSITY (shallow Water) SLP WETLAND SEEDMIX- Weiland Fringe Mix MARSH DIVERSnY waters Edge) WETLAND SEED MIX- upperSive wuffo er Mix SCALE: 4" = 1'-0" 51„Vr� NOTE: 1.Refer to PERENNIALS & GROUNDCOVERS of the PLANTING SCHEDULE sheet for VEGETATIVE BENCH WETLAND SEED MIX. GEOMEMBRANE LINER (REF. POND LINER DETAILS SHEET) 2.Referto WETLAND PLANT LIST of the WETLAND PLANTINGS: PLANTING SCHEDULE sheet for MARSH PER WETLAND PLANT LIST ELEV. 280 00 DIVERSITY plant list and requirements. -1 TYPICAL WET POND SECTION VJ SECTION 7 6 5 NTS 6" DIAMETER 14 GA. ALUM: GOLD ANODIZED BALL REVOLVING CAST ALUMINUM TRUCK WITH ONE (1) 2 3/8" DIAMETER ALUMINUM SHEAVE THAT ROTATES ON A 1/2" DIAMETER S.S. PIN. TRUCK REVOLVES ON S.S. BALL BEARINGS MOUNTED ON AN ALUMINUM SPINDLE ONE (1) #10 - 5116" DIAMETER WHITE POLYPROPYLENE HALYARD TWO (2) 31/2" BRONZE CHROME PLATED SWIVEL TYPE SNAP -HOOKS ALUMINUM ASTM B241 CONE TAPERED ALLOY 6063-T6 SEAMLESS FLAGPOLE WITH A POLISHED SATIN BRUSH FINISH FOLLOWED BY A CLEAR ANODIZED FINISH PER AA M32 C22A41 CLAS 1 (0.7 MIL) SNUG FIT INTERNAL SPLICING WEATHER TIT PRECISION TAPERED HAIRLINE, FIELD JOINT NOTE: PAINT PORTIONS OF POLE BELOW GRADE WITH HEAVY COAT OF BITUMINOUS PAINT (BY INSTALLER) ONE (1) CAST ALUMINUM CLEAT COVER WITH CYLINDER LOCK. FINISH TO MATCH POLE ONE (1) 9" CAST ALUMINUM CLEAT MOUNTED WITH TWO (2) 5/16" S.S FLATHEAD MACHINE SCREWS 6" BUTT DIAMETER X 0.156" WALL THICKNESS CLEAR SILICONE CAULK SPUN ALUMINUM FLASH COLLAR, FINISH TO MATCH POLE 2" ELASTOMERIC SEALANT HARDWOOD WEDGES TAMPED CLEAN, DRY SAND 16 GA. CORR. GALV. STEEL SLEEVE 3000 PSI CONCRETE THREE (3) STEEL CENTERING WEDGES @ 120 O.C. 6" SQUARE STEEL PLATE WELDED TO SLEEVE 3/4" DIAMETER STEEL LIGHTNING SPIKE TYPICALFLAG POLE DET 7 N.T.S. SECTION 3 SCOTT &WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS H SCOTT & WHITE HOSPITAL COLLEGE STATION, TX JAC-OM TEXAS REGISTRATION #f 29166 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ORAS �AMCHI�TECTS, INC. OWNER: SCOTT & WHITE MEMORIAL 484-238-8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98"1 612-3443100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCS CT: BOB A. LUNDEEN , AIA 817-735-7026 JACOBS ENGINEERING 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010.3300 LEGAL.DESCRIPTION: LOT 1 BLOCK 1 SCOTT & WHITE HEALTHCARE SUBDMSION SUBMITTAL DATE: JUNE 2, 2011 ISSUED FOR REVISION DATE E ��•• • ;rQ 0: a�. • �•. 1839 .•� / OF a �i DRAWING TITLE _ PLANTING TAILS CIE D FOH I I L JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER IANM F8W96852 11161 JUg dA 4'f s 1 i_O1r DRAWING NUMBER COLLWE r tION DEVELOPMENT BERM CES Ll 09 PLAT PILED: -' PRINT DATE JUNE 2, 2011 2 1 1-1 C 0 10 E 6 4ri n FJ F i, GENERAL PLANTING NOTES H1; Ail plant material shall conform to the sizes given in the plant list and shall be nursery grown in accordance with the "American Standard for Nursery Stock, 2004." 2. All planting shall be in accordance with standard American Nursery & Landscape Association (ANLA) procedures and specifications. 3. Contractor shall verify the correct location of all underground utilities in the field prior to installation of any plant materials. 4. Plant materials location to be staked in the field and approved by the Landscape Architect prior to planting. 5. All plant beds to be mulched to a depth of 3 inch unless otherwise noted on drawings or specifications. 6. All areas disturbed by planting operations shall be fine graded and seeded. 7. Obtain approval from Landscape Architect or Owners Representative before making any substitutions or changes. 8. AIi plant beds shall be contained with steel edging. Should no steel edging be Gspecified then plant bed shall be contained with a spaded edge. 9. Quantities shown on the plant list are for the Contractor's convenience only and are not guaranteed to be accurate. In the event of a discrepancy between quantities shown on the plan and quantifies shown on the plant list, the quantities on the plan shall apply. END OF SECTION LANDSCAPE GRADING PART 1-GENERA L 1.1 SECTION INCLUDES A. Final grade topsoil for finish landscaping. 1.2 RELATED SECTIONS A. The Drawings, other specifications, the general and supplementary conditions of the Contract apply to work specified in this section. PART 2-PRODUCTS F 2.1 MATERIAL A. Existing Topsoil: 1. Existing 3 inch of topsoil removedlexcavated from site and stockpiled. 2. Stockpiled topsoil shall be cleaned of all stumps, stones over 2 inch in diameter, trash, debris and other materials deleterious to plant growth and free drainage of soil. 3. Contractor shall obtain, at the contractor's cost, an agricultural suitability analysis of the on site topsoil for turf establishment from an accepted soils testing laboratory. 4. Contractor shall amend the on -site topsoil per the recommendations of the soils analysis, and shall submit a copy of the soils analysis to the Owner's Representative for acceptance. 5. If additional topsoil is required it shall conform to the following steps. . E B. Imported Topsoil (if req'd): 1. Sandy loam from source approved by the Owners Representative; 100 percent passing through 14nch screen. a. Sand (2,000 mm to 0.50 mm): 40 to 50 percent. b. Silt (0,050 mm to 0.005 mm): 30 to 40 percent. c. Clay (0.005 mm and smaller): 10 to 30 percent. 2. Free of subsoil, brush, stumps, roots; organic litter, objectionable weeds, clods, shale, stones 14nch minimum dimension or larger, or other material harmful to grading, planting, plant growth, or maintenance operations. 3. Presence of vegetative parts of Bermuda grass, Johnson grass, nut grass (Cyperus rotundus), and other hard to eradicate weeds or grass will be cause for rejection of topsoil. PART 3 - EXECUTION 3.1 EXAMINATION DA. Verify trench backfilling have been inspected. I3.2 SUBSTRATE PREPARATION A. Apply herbicide, per manufacturer's specifications, to all areas of the project site shown to receive new seeding, sodding, landscape improvements, or mulching. B. Eliminate uneven areas and low spots.. C. Remove debris, roots, branches, stones, in excess of 2 Inches in size. Remove subsoil contaminated with petroleum products. D: Scarify surface to depth of 3 inches where topsoil is scheduled. 'Scarify in areas where equipment used for hauling and spreading topsoil has compacted subsoil. 3.3 PLACING TOPSOIL A. Place topsoil in 4 inch lifts maximum in areas where new landscape planting is required. Place topsoil during dry weather. B. Place topsoil as required in new parking areas and adjacent to building areas to provide adequate soil for new planting and insure proper drainage. Provide a minimum 44nch layer of stockpiled, C amended, or imported topsoil over all new landscape areas, except 3 inches within sodded areas. C. Fine grade topsoil to eliminate rough or low areas. Maintain profiles and contour of subgrade. D. Remove roots, weeds, rocks, and foreign material in excess of 1 inch in size while spreading. E. Manually spread topsoil close to existing plant life, to prevent damage. . F. Roll placed topsoil. G. Dispose of surplus subsoil and topsoil as directed by the Owners Representative. On -site surplus soils may be used provided that an analysis is provided indicating the on -site material meets the imported topsoil specifications. H. Leave stockpile area and site clean and raked, ready to receive landscaping. 3.4 TOLERANCES A. Top of Topsoil: Plus or minus 1 inch. - 3.5 PROTECTION A. Protect landscaping and other features remaining as final work. B B. Protect existing structures, fences, sidewalks, utilities, paving, and curbs. END OF SECTION LANDSCAPE SPECIFICATIONS TREES SHRUBS AND GROUND COVER PART 1 -GENERAL 1.1 SECTION INCLUDES A. Furnish and install trees, shrubs, ground cover, and soil amendments. B. Maintenance. 1.2 UNIT PRICE - MEASUREMENT AND PAYMENT A. Plants: By the unit. Price includes preparation of planting soil mix, planting, watering and maintenance to specified time period. A 1.3 REFERENCES A. NAA (National Arborist Association) Pruning Standards for Shade Trees. B. American Nursery & Landscape Association; American Standard for Nursery Stock, 2004 (ANSI Publication Z60.1 - 2004). C. American Joint Committee on Horticultural Nomenclature; Standardized Plant Names. 1.4 DEFINITIONS A. Weeds: Include Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass. B. Plants: Living trees, plants, and ground cover specified in this Section, and described in ANSi Z60.1. 1.5 SUBMITTALS A. Certificates 1. Submit fertilizer analysis with invoice. 2. File with the Owner's Representative prior to material acceptance. B, Product Data: Submit list of plant life sources. C. Maintenance Instructions: Submit written maintenance schedule for maintaining plant material after completion of job to the Owner's Representative before final inspection. 1.6 QUALITY ASSURANCE A. Nursery Qualifications: Company specializing in growing and cultivating the plants with three years documented experience. B. Installer Qualifications: Company specializing in installing and planting the plants with three years documented experience on projects of similar size. C. Maintenance Services: Performed by installer. D. Pest Control Applicator: Licensed landscape pest control advisor. E. Comply with American Joint Committee on Horticultural Nomenclature Standardized Plant Names", American Nursery & Landscape Association (ANLA) "American Standard for Nursery Stock." F. Provide plant material as shown on Drawings. Plants shall be subject to inspection and approval by the Owner's Representative at place of growth or upon delivery to site for conformity to specified requirements. G. Samples: The Owners Representative reserves right to take and analyze samples of materials. Furnish samples upon request. 1.7 DELIVERY, STORAGE, AND HANDLING A. Preparation for Delivery 1. Balled and Burlapped (BB) Plants . a. Dig and prepare for shipment in manner that will not damage roots, branches, shape, and future development after planting. b. Ball with firm, natural ball of soil. c. Wrap ball firmly with burlap. d. Bali Size and Ratios: Conform to American Nursery & Landscape Association (ANLA) standard sizes and plant list, if conflict occurs, notify the Owner's Representative. 2. Pack plant material to protect against climatic, seasonal, and breakage injuries during transit. 3. Securely cover plant tops with tarpaulin or canvas to minimize windwhipping and drying. Use antidesiccant upon approval of the Owner's Representative. 4. Pack and ventilate to prevent sweating of plants during transit by rail. Ensure prompt delivery and careful handling to point of delivery at planting job site. B. Delivery 1. Fertilizer and Soli Amendments, Original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trademark and conformance to State law. 2. Plants: Provide legible identification labels. Minimum one plant of each species delivered to site shall have identification tag. Do not remove tag until after final inspection. a. Prevent damage to root ball or desiccation of leaves. b. Notify the Owner's Representative 10 days in advance of delivery. 3. Peat Moss: Original, unopened and unbroken packages. C. Inspect trees, shrubs, and ground cover plants for injury, insect infestation, and trees and shrubs for improper size and shape. D. Storage 1. Protect roots of plant material from drying or other possible injury with soil or acceptable material. 2. Store plant material in area which is shaded and protected from weather. 3. Maintain and protect plant material not to be planted immediately upon delivery in healthy, vigorous condition. E. Handling 1. Do not drop plants. 2. Do not pickup container or balled plants by stem or trunks. 3. Lift and handle balled plants from bottom of ball. 1.8 ENVIRONMENTAL REQUIREMENTS A. Do not install plant life when ambient temperatures may drop below 35 degrees F (2 degrees C) or rise above 95 degrees F (32 degrees 0). B. Do not Install plant life when wind velocity exceeds 30 mph (48 k/hr). 1.9 SCHEDULING A. Install trees, shrubs, and ground cover plants priorto lawn installation. B. Coordinate scheduling with underground irrigation system installation. 1.10 WARRANTY A. Warrant plant materials to be in healthy, vigorous and attractive growing condition for period of 6 months for shrubs and ground cover and 1 year for trees after Final Acceptance. B. Replace plants which die, become diseased or unhealthy, or are otherwise found to be in poor condition, as determined by the Owner's Representative. C. Warranty will not apply to damage or injury to plant materials caused by vandalism, vehicles, and storms. D. Replace plants within 15 days of written notification by the Owner's Representative. PART2-PRODUCTS 2.1 TREES, PLANTS, AND GROUND COVER A. Plants: 1. Type and Size: As shown on Drawings. 2. Plants shall have normal habit of growth and shall be sound, healthy, vigorous, and free of insect infestations, plant diseases, sunscaids, windburn, knots, injuries, fresh abrasions of bark, excessive abrasions, or other objectionable disfigurements. 3. Root Conditions of Plants Furnished in Containers: Determine condition by removal of earth from roots of not less than two plants or more than 2 percent of total number of plants of each species or variety. Where container grown plants are from several sources, roots of not less than two plants of each species or variety from each source will be inspected. In case sample plants inspected are found to be defective, the Owner's Representative reserves right to reject entire lot or lots of plants represented by defective samples. The Owner's Representative will be sole judge as to acceptability. Plants rendered unsuitable for planting will be considered samples. 4. Root Conditions of Balled and Burlapped Plants: Determine condition by examination of plant balls and removal of 1/3 to 112 of burlap covering from not less than two plants or more than 2 percent of the total number of plants of each species or variety. Where balled and burlapped plants are from several sources, balls of not less than two plants of each species or variety from each source will be inspected. In case sample plants inspected are found to be defective, the Owner's Representative reserves right to reject entire lot or lots of plants represented by defective samples. the Owner's Representative will be sole judge as to acceptability. Plants rendered unsuitable for planting will be considered samples. 5. Size and shape of plants shall correspond with that normally expected for species and variety of commercially available nursery stock per sizes shown on Drawings. Overall shape and minimum acceptable size of plants measured before pruning with branches in normal position shall conform to ANLA standards. Plants larger in size than specified may be used with approval of the Owner's Representative, at no additional cost to the Owner. If use of larger plants is approved, ball of earth or spread of roots for each plant will be increased proportionately. 6. Plant material shall be true to botanical and common name and variety. B. Trees: 1. Weak, thin trunks incapable of support will not be accepted. 2. Trees with specified trunk caliper of 3 inches or more shall not branch less then 5 feet above finish grade, unless specified as mufti -trunk. 3. Trunks: a. Sturdy, with hardened systems and vigorous and fibrous root systems which are not root or pot-bound. b. Single straight trunks unless otherwise shown on Drawings. C. Nursery Grown and Collected Stock: 1. Provide nursery grown stock except as shown on Drawings or as approved by Landscape Architect; grown under climatic conditions similar to those in locality of project. 2. Provide container grown or balled and burlapped stocks (as indicated on drawings) in vigorous, healthy condition. Plants that are root bound, with root system hardened off, or with damaged root balls will not be acceptable. . 3. Bailed and burapped stock will have firm root balls with no loose or fractured soil. Balled and burlapped stock will have been collected and re -balled if necessary no less than 4 months prior to delivery at job site. 4. Use well established liner stock plant material, in removable containers or formed homogeneous soil sections. ..2 SOIL AND AMENDMENT MATERIALS A. Imported Topsoil for Prepared Soil Mixtures 1. Sandy loam from source approved by the Owner's Representative; 1 00 percent passing through 14nch screen. a. Sand (2,000 mm to 0.50 mm): 40 to 50 percent. Silt (0.050 mm to 0.005 mm): 30 to 40 percent. Clay (0,005 mm and smaller): 10 to 30 percent. 2. Free of subsoil, brush, stumps, roots, organic litter, objectionable weeds, clods, shale, stones 1-inch minimum dimension or larger, or other material harmful to grading, planting, plant growth, or maintenance operations. 3. Presence of vegetative parts of Bermuda grass, Johnson grass, nut grass (Cyperus rotundus), and other hard to eradicate weeds or grass will be cause for rejection of topsoil. B. Fertilizer: Uniform composition, pelletized; to the following minimum proportions: 1. Nitrogen: 10 percent or 12 percent. 2. Phosphoric Acid: 10 percent or 12 percent. 3. Potash: 10 percent or 12 percent. C. Organic Soil Conditioner: Soil Building Systems, "Acid Gro Premix'; (214) 239-4777, or approved equal. D. Sharp Sand: Clean, washed sand, fine to coarse sizes, free of . clay lumps or other objectionable materials. E. Root Activator: Carl Pool Root Activator. F. Mulch: Composted and finely shredded Hardwood of no more than 2 inch size in any dimension free of insects, debris, trash, weeds, seeds, and other foreign or noxious materials. Texas Native Hardwood Mulch or approved equal G. Controlled Release Fertilizer Tablets: 1. 21 gram tablets with following percentages of available nutrients by weight: a. Nitrogen: 28 percent. b. Phosphorus: 8 percent. c. Potassium: 4 percent. 2. Product: Sierra Chemical Co., "Agriform". H. Peat Moss: Shredded, loose, Canadian, Dutch, or German sphagnum moss; free of lumps, roots, inorganic material or acidic materials; minimum of 85 percent organic material measured by oven dry weight, pH range of 4 to 5; moisture content of 30 percent. 1. Water: Potable, available on site. 2.3 ACCESSORIES A. Steel Edging: New steel curb 1/8" x 4"factory painted brown as manufactured by Joseph Ryerson Co., Inc. of Houston, Texas, including all companion stakes, or approved equal. B. Stakes: Stakes for supporting trees shall be steel 'T' stakes of appropriate length. C. Tree Ties: "Arbor Tie" synthetic tree tie, by Deeproot Inc. PART 3 --EXECUTION 3.1 EXAMINATION A. Verify established grades are correct; determine locations of underground utilities prior to planting. B. Areas shall be free of weed and foreign material prior to planting. C. Do not begin planting until deficiencies are corrected, or plants replaced. To begin work indicates acceptance of site conditions. D. Do not begin planting until irrigation system has been installed and it proper function confirmed E. Saturate soil with water to test drainage. 3.2 PROTECTION A. Protect lawn areas from vehicular traffic and from material storage. 3.3 SOIL PREPARATION A. Plant Locations and Measurements: 1. Stake outline of planting beds on ground.• . 2. Stake locations of trees. 3. Place shrubs and ground cover In indicated locations. 4. Notify the Owner's Representative of discrepancies between plants indicated on Drawings and actual conditions prior to planting. 5. Plant locations will be approved by the Owner's Representative priorto planting. B. Pits 1. Shape: Vertical sides and crowned bottom; Plant pits shall be circular. 2. Size for Trees: 2 feet wider and 6 inches deeper than root ball. 3. Size for Balled and Burlapped Shrubs: 1 foot wider and 3 Inches deeper than root ball. 4. Size for seedling trees: 6 inches larger than root ball and 6 inches deeper than root ball. 5. Scarify sides of bottom of planting pits to improve root penetration. C. Ground Cover and Shrub Beds: Excavate existing soil to depth specified. D. Obstructions Below Ground 1. Remove rock or underground obstructions to depth of 6 Inches below bottom of plant bail or root, measured when plant is properly set at the required grade. 2. If underground obstructions cannot be removed, notify the Owner's Representative for new instructions. 3. Avoid damaging underground utility lines. . 4. Repair damage to existing utilities. E. Final Grades: 1. Minor modification to grade may be required to establish final grade. 2. Ensure proper drainage of site as determined by Landscape Architect. 3. Fine grade areas so finished grades shall be 1 inch in lawn and 2 inches in shrub beds, below adjacent paved areas, sidewalks, valve boxes, headers, clean -outs, drains, and manholes, etc. 4. Surface drainage shall be away from building foundations at 2 percent minimum, for 5-foot minimum. 3.4 3.5 3.6 3.7 5. Fill erosion scars and compact priorto planting. F. Disposal of Excess Soil . 1. Use acceptable excess excavated topsoil for filling holes, 11 pits, and beds as directed by the Owners Representative. 2. Dispose of unacceptable d excess soil at off -site o unused x r location as directed by the Owner's Representative. G. Shrub and Ground Cover Beds 1. Preplant Weed Control: a. If live perennial weeds exist on site at beginning of work, spray with nonselective systemic contact herbicide, as recommended and applied by approved licensed landscape pest control advisor and applicator. Leave sprayed plants intact for minimum 15 days to allow systemic kill. Apply herbicide in accordance with manufacturer's instructions. b. Clear and remove existing weeds by scraping or grubbing off plant parts at least'/. -inch below surface of soil over entire area to be planted. 2. Soil Amendment: a. Subgrade: 10 inches below finish grade. Layer of soil', amendments shall be 8 inches deep, leaving finish grade after watering and settling 2 inches below adjacent paved areas. Excavation and fill may be required to achieve grades. 1) Organic Soil Conditioner: flinch deep layer. 2) Topsoil: 4-inch deep layer. 3) Fertilizer: 5 pounds per 1000 square feet of bed area. b. Spread amendments uniformly, cultivate thoroughly to light and friable consistency, using mechanical rototiiler into top 2 inches of subgrade. Make bed approximately 64inch total depth of amended soil. 3. Pre -Emergence Herbicide: Apply at rates recommended by manufacturer. incorporate into top'/ -inch of soil by hand raking. 4. Top 2 inches of areas to be planted shall be free of stones, stumps, or other deleterious matter 1-inch in diameter or larger, free from wire, plaster, or similar objects that hinder planting or maintenance. H. Planting Mixture for Trees and Pocket Planting of Large Shrubs 5 Gallons and Larger: 1. Topsoil: Two parts. 2. Organic Soil Conditioner: One part. i 3. Sharp Sand: One part. PLANTING A. Plant during periods when weather and soil conditions are suitable and in accordance with locally accepted practice, or as approved by the Owner's Representative. B. Distribute number of plants which can be planted and watered on some day. C. Open containers and remove plants in manner to not break root ball. Plant and water as specified immediately after removal from containers. Do not open containers prior to placing plants in planting pits. D. Set plants in pits at level shown on Drawings. Set plants plumb and rigidly braced in position until planting mature has been tamped solidly around plant ball. Thoroughly settle plant by watering and tamping mixture. Rake planting beds level before and after planting. Thoroughly water trees and shrubs. Stake and guy trees as shown on Drawings. E. Balled Plants 1. Place in pit on hand tamped planting mixture. 2. Place with burlap intact so location of ground line at top of plant bail shall be same as prior to digging. 3. Remove binding at top of ball and lay burlap back from top of plant ball 4. Do not pull wrapping from under ball. 5. Do not plant if ball is cracked or broken before or during planting process or if stem is loose. 6. Backfili with planting mixture. F. Container -Grown Plants 1. Cut cans on two sides with can cutter. 2. Do not injure root ball 3. Remove plants without injury or damage to root bails. Superficially out edge roots with knife on three sides. 4. Place in pit on hand tamped planting mixture. 5. Backfill with planting mixture. G. Mulching 1. Cover watering basins or planting beds evenly with layer of mulch minimum of 3 inches deep, after settlement. 2. Areas on slopes designated to receive erosion control netting shall not be mulched. 3. Water immediately after mulching. 4. Hose down planting area with fine spray to wash mulch off of leaves of plants. H. Pruning 1. Prune minimum necessary to remove injured twigs and branches, deadwood, suckers. 2. Do not prune evergreens, except to remove injured branches. 3. Pruning may not be done prior to delivery. 4. Make cuts flush leaving no stubs. 5. Paint cuts over diameter with tree wound paint. 1. Root Activator: Use on trees as recommended by manufacturer. J. Steel Edging: Install as shown on Drawings and in accordance with manufacturer's recommendations. K. Staking and Guying: Stake trees immediately after planting as shown on Drawings. 1. Wrap stakes with reflective tape at one foot intervals when tree pits are within 15 feet of pedestrian walks, drives, or parking. L Ground Covers 1. Plant in straight rows and evenly spaced, unless otherwise shown; at intervals shown on Drawings. Use triangular spacing unless otherwise shown on Drawings. 2. Irrigate immediately after planting until entire area is soaked to full depth of each root ball 3. Protect plants after planting. Repair damage to plants caused by trampling or other operations. M. Controlled Release Fertilizer: Provide fertilizer tablets in accordance with manufacturer's instructions at following rates: 1. Shrubs, less than 5 gallons: None. 2. Shrubs, 5 gallons or larger: Two each. 3. Trees: One tablet per'/ -inch of trunk caliper, measured I1 foot above top of root ball. N. Watering 1. Water as required when soil moisture is below optimum level for best plant growth. 2. Coordinate watering with the Owner's Representative and recommend watering schedule for areas to be watered with landscape irrigation system as well as those to be watered manually. O. Pruning: Prune trees or plant materials or trim in accordance with NAA; alter shape only with approval of the Owner's Representative. Removal of branch leaders (TIPS) will not be acceptable. CLEANING A. Remove trash, excess soil, empty plant containers, and rubbish from property. Repair scars, ruts, or other remarks in ground. Leave ground in neat and orderly condition throughout site. B. Wash down paved areas, leaving premises in clean condition. ADJUSTING A. Trees, plants, and ground cover shall be in healthy growing condition, weed free, pruning complete and staking and guying secure. B. Mark materials not conforming to specified requirements as defective and rejected; remove from site and replace with new. C. Remove dead, injured, or diseased materials, or materials not true to name or size; replace with new. D. Repair damage to trees, plants, ground cover, and lawns. MAINTENANCE Maintenance Period: All trees, shrubs, and groundcovers shall be maintained for a period of ninety (90) days following planting of each area and until the final acceptance by the Owner's Representative. END OF SECTION LANDSCAPE SPECIFICATIONS SEEDING (Bermuda Seed) PART 1 -GENERAL 1.1 DESCRIPTION A. The work of this section consists of removal of stones, sticks, roots and other debris from all finished graded areas to be grassed; soil preparation, fertilization, and . seeding with specified grass for all areas designated to be covered with turf. 1.2 SUBMITTALS AND TESTING A. Seed 1. Seed shall be labeled in accordance with the United States Department of Agriculture under the Federal Seed Act, AOSA, and state seed laws. Each seed container shall bear the date of the last germination, which date shall be within a period of six months prior to commencement of the targeted planting operations. Seed that has become damaged in transit or in storage will not be acceptable. The type and minimum percentage -by -weight of pure live seed shall be as follows: a. Purity 97 percent b. Live Seed 90 percent c. Crop Seed 0 percent d. Weed Seed 0 percent 2. Each lot of seed shall be subject to sampling and testing at the discretion of the Owner's Representative. 3. At the request of the Owner's Representative a 50 gram (118 lb.) sample of each seed type and seed lot shall be sent to an independent registered seed lab for testing. Sampling and testing will be in accordance with the latest Rules and Regulations under the Federal Seed Act, AOSA and state seed laws. B. Fertilizer 1. The fertilizer shall be delivered to the site in bags or other convenient containers, each fully labeled, conforming to applicable state fertilizer laws, and bearing the name, trade name or trademark, and the warranty of the producer. C. Soil Tests 1. Well in advance of soil preparation, Contractor shall submit representative soil samples to an approved agricultural or agronomic laboratory for testing to determine the need for soil reaction or other specific fertility adjustments. Costs for testing as well as specific reaction and fertility requirements differing from those specified shall be borne by Contractor. D. Certificates 1. Manufacturer's certification that seed and mulch meet specification requirements. E. File all results and certificates with the Owner's Representative prior to the final acceptance. F. Maintenance Instructions 1. Submit to the Owner's Representative priorto the final acceptance. G. Test Reports 1. Submit certification of fertilizer analysis. 1.3 QUALITY ASSURANCE A. Reference Standards 1. Official Method of Analysis of the Association of Official Analytical Chemists. 2. American Sod Producers Association (AS PA), latest edition. B. Source Quality Control 1. Inspection of seed at the source does not preclude the right of rejection at the job site. 2. Contractor shall submit name of seed supplier and nursery with Bid Documents. If supplier is not a recognized supplier of grass, as noted herein, The Owners Representative may require an inspection of the nursery. All expenses related to such an inspection are the responsibility of the Contractor, including Per Diem fees for the Owner's Representative. C. Seed shall be purchased from a reputable seed company such as the following or approved equal: • The Scotts Company, Lofts, Inc. 14111 Scottsiawn Road, P.O. Box 146 Marysville, OH 43040 / Bound Brook, NJ 08805 1-800-543-0006 / 201-35&8700 • Northrup King, Co. P.O. Box 959 Minneapolis, MN 55440 612-593-7333 D. Compost shall be purchased from a reputable source such as the following or approved equal: • Whittlesey Landscape Supply 9405 Dessau Road Austin, Texas 512-836-7423 • GardenVille Landscape Supply 7561 East Evans Road San Antonio, Texas 210.615-6115 . E. Contractor's Qualifications 1. Seeding turf grass subcontractor shall have his principal place of business located in the State of . Texas and shall provide documentation of such if requested by the Owner's Representative. 2. Provide a list of twenty.(20) projects completed in the State of Texas within the last five (5) years. Provide references for each project including the name, address, telephone number, and contact person for the Owner's Representative and Consultant. Attach list of projects to Contractor's Qualifications Statement and enclose with bid. 1.4 DELIVERY AND HANDLING A. Seed shall be furnished in sealed standard containers unless exception is granted in writing by the contracting agency. Seed delivered to the job site shall be stored in a cool, dry, dark location until ready for use. Protect all materials from deterioration during delivery and storage. 1.5 JOB CONDITIONS A. No seeding is to be done until the irrigation system in the area to be grassed has been proven to be operable and reliable. B. All finished grades shall be approved by the Owner's Representative prior to seeding. If seeding is done prior to grade approval the seeding is subject to removal and replacement once unacceptable graded areas have been revised. The replacement shall be done with new seed material at no additional cost to the Owner. C. Environmental Requirements 1. Seed between calendar dates from April 15 to September 15. 2. Do not seed when excessively wet or dry. 3. Do not perform seeding or hydro mulching when wind exceeds 15 mph. D. Protection 1. Restrict foot and vehicular traffic from grassed areas after installation until final inspection and acceptance. 1.6 GUARANTEE A. Substantial Completion 1. Seeding shall be approved as being in accordance with specifications upon achievement of a complete stand of grass as approved by the Owner's. Representative. 'A stand of grass is defined as follows: Hydraulic Seeding: 120 vigorously growing plants per square foot. B. Guarantee Period 1. A stand of grass for ninety (90) days after substantial completion shall be guaranteed. The guarantee period shall be a minimum of ninety (90) days after final acceptance. The grassed areas shall be maintained throughout the guarantee period. C. Maintenance Period 1. Maintain newly grassed areas until entire project is accepted by the Owner's Representative. 2. Any grassed areas that become eroded, damaged or any areas of grass that fail to become established satisfactorily, according to the Owner's Representative, shall be repaired and/or replaced at no additional cost to the Owner. 3. Repair construction related damage to other plants or lawns during the maintenance period at no additional cost to the Owner. 4. Maintenance shall consist of, but not be limited to: a. Weeding b. Watering c. Mowing and Edging d. Spraying e. Fertilizing f. Repair of Erosion Damage PART 2 - MATERIALS 2.1 SOILAMENDMENTS A. Fertilizer 1. Basic fertilizer for areas to be seeded shall be an 8- 20-8 analysis turf grass grade, dense, free flowing, and homogeneous product of uniform small particle size to assure maximum phosphorous distribution. A minimum of seventy-five (75) percent of the total nitrogen (19 percent) is to be derived from urea and methylene ureas: a minimum of twenty-five (25) percent from monammonium phosphate. Unless amended by soil reports, the quantity of application shall be 325 lbs. per acre. 2.2 HYDRAULIC SEEDING A. Seed 1. Species: Hulled Common Bermuda Grass (Cynodon Dactylon) of 98% purity 2. Percent of Live Seed: 90%. 3. Clean, dry, new crop seed. 4. Free of all weeds. B. Mulch 1. Maximum Moisture Content.................12% 3%, VTM-47 2. Cellulose Fiber Content ....................... 98.6% 12%, ASTM D 586 3. Ash Content.........................................1.6% MAXIMUM, ASTM D-586 4. PH........................................................6.5 0 5. Minimum Water Holding Capacity ....... 90°/ MINIMUM, VTM-46 6. Mulch shall be dyed green with a biodegradable dye that does not inhibit plant growth. 7. Wood fiber mulch shall be packaged in units not exceeding 100 lbs. The package shall contain current labels, the manufacturer's name and the net weight. 2.3 WATER A. Water shall be furnished by the Contractor. Coordination and execution of irrigating operations to establish vegetation shall be at the discretion of the Contractor provided that the overall goals of the specifications are met. PART 3 - EXECUTION 3.1 PREPARATION A. All stones '/. inch and larger, sticks and roots over '/ inch in diameter and 6 inches long, and any other lumps or debris larger than Y4 inch occurring within the top 1 inch of soil which become visible during soil preparation, seeding, or specified grow -in period shall be removed. Areas where the soil, either existing or imported, has been severely compacted by traffic shall be disked to a depth of 4 inches to loosen the soil. Areas that have not been heavily compacted shall be disked to a depth of 2-3 inches to loosen soil and create a friable condition for seeding. Existing grasses and weeds may be disked under and killed as long as they do not interfere with producing a smooth and friable seedbed. All areas to be grassed shall be smoothed with a pipe/mat drag combination to level high spots and fill low spots simultaneously. All depressions which do not drain shall be eliminated to avoid standing water. All eroded and sifted areas shall be restored to the proper finished grade. B. Contractor shall outline all areas to be grassed with stakes or wire flags. Outlines shall be adjusted and/or approved by the Owner's Representative prior to seeding. C. if soil is dry or hot (above 850 F) immediately priorto hydraulic seeding, soil should be watered to a depth of 4 inch at least 48 hours priorto seeding. 3.2 HYDRAULIC SEEDING A. Fertilizer 1. Apply fertilizer twice. The first application shall be performed in a north -south direction. The second application shall be performed concurrent with hydraulic seeding operations. Both fertilizer applications shall be performed at a rate of 325 lbs. per acre (7.5 lbs/1,000 so. 2. Disc the first fertilizer application into the soil to a depth of 2 inches to 4 Inches. 3. The second fertilizer application shall be performed concurrently with hydraulic seeding and shall be a surface application. B. Hydraulic Seeding 1 Apply hydro mulch material with an approved spray applicator equipment suitable for the seed, mulch and stabilizer specified. 2. Apply materials at the following rates or as approved by the Owner's Representative. a. Mulch with Tackifier: 1,600 pounds per acre (36.75 lbs/1,000 so. b. Fertilizer: 325 pounds per acre (7.5 lbs/1,000 so. c. Hulled Common Bermuda Grass: 130 pounds per acre (3 Ibs/1,000 so, d. Tackier: as specified by manufacturer 3. Water all hydro mulched areas to a minimum depth of 4 inches. C. Seed Establishment 1. Watering a. Keep soil moist during seed germination period. b. Supplement rainfall as required until a stand of grass is established. 2. Mowing a. When grass reaches 4 inches in height, mow to 2 to 2-1/2 inches in height. b. Do not cut off more than 40% of grass leaf in single mowing. c. Remove grass clippings and dispose of off - site. 3. Reseed all bare spots not having a uniform stand of grass at no additional expense to the Owner's Representative. 4. Turf areas shall not be accepted until they are in compliance with these specifications or are accepted by the Owner's Representative. 3.3 MAINTENANCE A. Contractor shall apply initial watering following installation of seed. B. Maintenance Period: All grassed areas shall be s following ' t 90 days period of ninety maintained for a p y( ) Y 9 seeding of each area and until the final acceptance by the Owner's Representative. Maintenance shall include but is not limited to: 1. Irrigation shall be performed and/or directed by a person experienced In irrigation and turf maturation procedures who has been successfully responsible for initial grow -in of at least three (3) projects in the last five years of similar extent and complexity. All see Section 2.3 Water. 2. Erosion Repair: Any erosion or other soil disturbance, which occurs prior to the conclusion of the maintenance period, shall be promptly restored to the proper finished grade and replanted to the proper grasses and rates. 3. Inspection and Acceptance: At a point on or about the 30th day of the maintenance period, a preliminary walk through should be conducted. A preliminary punch list will be made for items to be corrected and comments will be made on grass coverings repair work up to that point. On or about the 60th day, a second walk through should be made to examine and assess acceptability of repairs from original list, and to note any further items needing repair or correction. On the 80th day a final walk through check of punch list items should occur, with Contractor responsible for repairing damage occurring up to the end of the 90th day. The Owner's representative and/or the Landscape Architect shall participate in walk- throughs. 4. Mowing: After initial mowing, the grassed areas shall be mowed a minimum of once per week to the heights specified herein based on the type of grass. 5. Contractor shall restrict any traffic from seeded areas until the Owner's representative authorizes the areas available for traffic: 3.4 INSPECTION AND ACCEPTANCE A. The Owner's Representative shall evaluate all grassed areas approximately twenty-one (21) days after installation of seed, sprigs, plugs or sod to determine whether a satisfactory stand of grass appears likely. The Owner's Representative shall be the sole judge as to acceptability of grass establishment. B. Areas found to be unsatisfactory shall be reseeded to the extent deemed necessary at Contractor's expense if in the sole judgment of the Owner's Representative the unsatisfactory conditions are due to materials or methods employed by the Contractor. 3.5 CLEANING A. Perform cleaning during installation of the work and upon completion of the work. Remove from site all excess materials, debris, and equipment. Repair damage resulting from seeding operations. END OF SECTION SCOTT &WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS I H Aft .� i�0� PITAL *COTT &. WHITE C0- LLEGO` E 0TAT iO I 9 TX 7 TEXAS REGISTRATION #F 2966 2705 BEE CAVE ROAD, SUITE 300 AUS'`�_1 T`IN, TEXAS 78746 ■ _ MOON • MAYORAS ARCHITECTS, INC. OWNER: SCOTT & WHITE MEMORIAL 484-238-8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 512-314-3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT: BOB A. LUNDEEN , AIA $17-735 7026 JACOBS ENGINEERING 777 MAiN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE 02010.3300_ LEGAL.DESCRIPTION: LOT 1 BLOCK 1 SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: JUNE 2, 2011 ISSUED FOR I REVISION ci••cW• f 0 y:x r,: •U) • •.• 1839 x 64 KEY PLAN: DATE ni I Ir' r �:: �. I ,. I e 400 r ). DRAWING TITLE PLANTING NOTES AND SPECIFICATIONS JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER FOW96862 111161 DRAWING NUMBER X 19 14 X C 0 10 1 9 1 8 h 101 5 3 I Z 10 � _.9_ � $ � 7 � s �' 5 � 4 3 1 2 i W �D A A Landscape Specifications ii� SODDING SEEDING AND ESTABLISHMENT OF NATIVE HERBACEOUS GROUNDCOVERS SCRIP Including Prairie Starter, Wetland Fringe, and Upper Slope. 1.1 D 1.t DESCRIPTION 1 A IhewakoithissedlorncorhslstacFremovelafstones,sHdrs,rootsandotherdetxisfromanftnishodgradedareastobesodded;soliprepareti«� PART1 GENERAL 1.10 ENVIRONMENTAL PROTECTION PART3 EXECUTION 3.01. GENERAL. and fertilization with specified sod for all areas designated to be covered with turf. 1.01 DESCRIPTION A The Contractor shall minimize environmental pollution and damage that may occur as the result of work activities. Theemrironmerdal A• Upon receipt ofNTP,thecontractorwillmeetwiththeGCorORtocoord►nateaccesstothesite,Thecontractorwi8submEtaSdteduleofWorkto t.2 resources within the project boundaries and those affected ouliddo the fimits of permanent work shall be proteded during the entire the GC for approval before starting any work related to this section. The Schedule of Work Wit detail how the contractor Intends to proceed with DEFlNmONS A Sal A. This section provides for the soil preparation, Installation of seed for native herbaceous groundcover vegetation and the establishment duration of this Contract. The Contractor shall comply with ail applicable environmental Federal, State, and local laws and any subsurface preparation required, soli amendment with compost, seed application and erosion repair if necessary. This work shall be 1. Thick matting of growing and living grass rm a smooth bed free offoraign material, rocks larger than 1' in d'ameterand weeds. of that vegetation, including Irrigation guidelines, and repair. regulations. The Contractor shall be responsible for any delays resulting from failure to comply with environmental laws and regulations. coordinated with the application of herbicide In accordance with manufacture's instructions, B. StandofGrass 1. A uniform growth of spe ifced grass plants covering all bare ground surface areas designated w drawings, 1.02 DEFINITIONS A Owner's Re resentative OR - A n ore that Is the Owner of th� ect orwho is desi nated b the Owner of the B. The contractor shall Inspect all equipment ve been b passe d sh on the site each day pri gins beginning work All fluid teaks, warn P ( ) P� �r Prol 9 Y ��� to belts and hoses and saletydevites that have been bypassed shall be repaired prior to beginning work, Any components that would 3.02 REPAIRWORK A• Repairwork shag be done on the slopes of areas where gullies, ids or mils have occurred, as required by the OR The emirs fill in guifies shall be 1.3 SUBMITTALS AND TESTING �nonn cbt half of the Owner regarding reviewing of submittals, perfbnydng site inspections, and communicating with the General be In dor ng g p Pa p ny n9or of breald and or cousin a s ill of toxic fluids shall be re fired rior to starts work. The ccntrector shall check the corn cted the tractor wheels as the soil Is sp pa p opes damaged prior to orduring �' placed and read. Re firs shall be accom lisped on st A Fertilizer proper operation of all safety swddtes and cutoffs recommended and installed by the manufacture of each piece of equipment No acccmp>rishment of work. The damaged slopes shall be repaired to re-establish the condition and grade of the soil prior to the damage as directed 1. ThefertilizerstIbedeliveredtothesiteInbagsorotherconvenieMkwntainer%eachfulylabeled,conformingtoapplicablestataferizar B• General Contractor(GC)-Theprimary Contractor responsible for the work on the project, and with whom the main construction bypassing of any safety equipment will beaibwed,AllequipmentusedonsitebythecontractorshaghavepropertyInstalledexhaust byftOR. Repair workshailbedonetotheextentandatthelocationsdirectedbytheOR.Revegeteftonofexistingvegetatedareasdamagedby laws, and bearing the name, trade name or trademark, and the warranty of the producer. contract is held with the Owner. systems meeting all state and federal laws for pollution emissions. No bypasses or modifications to exhaust systems to avoid exhaust work will be done at the direction of the OR. B, son Tests 1. Well In advance of soil preparation, Contractor shall submit representative soil samples to an approved agricultural or agronomic Laboratory far C. Compost for Sal Amendment - Compost meeting the requirements of this section to be used as organic soil amendment for planting areas as Indicated. emissions standards will be allowed. The contractor shall immediately cease operating any equipment that emits an visible smoke from bums off, y ng hydraulic fluid or otherflu[ds until the problem causing the burning fluids can be repaired. 3A3 PLANTING SEASONS testtn to determine the need forsdl teaciIorh orothers g peci is fertility adjuatmenta. Costs for testing as well as spedfic reaction and fertility requirements differing from those specified shall be home by Contractor, D. Compost for Seed Application - Compost meeting the requirements of this section to be used both as an organic sal amendment for C. The Contractor shall be responsible for payment of fees associated with environmental permits (i.e. storm water, digging, etc.), A it 1s preferable that the work governed by this section shall be done in the early spring (February 15 to April 30). However, the contractor shall coordinate with the OR regarding acceptable seeding windows based upon eorsbudton schedule, dimafic conditions, etc. 2 File ail results and cerNtkates with the Owners Representative prior to the final acceptance. seeded areas and, when mixed with oomposted mulch, as a dry broadcast media (either pneumatically or mechaniogy applied) for application, and/or notices obtained by the Contractor, such as for utifffes, digging, and occupational safety and health. In addition, C. Maintenance instructions for the application of the specified seed or seed mixes as indicated. No liquid based broadcast methods (such as hydroseeding or the Contractor shall be responsible for all licenses and permits required for workers, sub -contractors, and transporters. All costs 3 04 SEQUENCE OF WORK D. Test Reports the Owners Representative prior to the final acceptance. t emo hydromutching) are permitted on the project. associated with environmental protection shall be included in the contract price. The Contractor shall be responsible for payment of A The work shall be performed In the following sequence: site preparation, herbicide treatment, subsurface preparation, Installation of irrigation t. cetUiixatlort of ferdl(zeranaiysls E. Composted Mulch -A match product meeting the requirements of this section to be used for insulation of plant roots, Improving all flnesffees for violation or non-compliance with Federal, State, Regional and local laws and regulations. An required fees fa �' registration' oertificalons' and Contractor and Government annual permit fee are the Contradar's responsibTity, system, preparation of seeding broadcast media, and seed application, moisture•holding capacity of the soil, erosion control on slopes, and, when mixed with compost for seed application, as a seed 3.05 TOPSOIL REMOVAL 1A QUALITY ASSURANCE broadcast media. The partially composted nature ofthe material provides soil nutrition in a way standard mulch does Trot 1.11 Land Resources A Reference Standards 1. Official Method otAnalysis of the Association of Ofndei Analytical Chenthists. 1.03 SUBMITTALS A The Contractor shag confine ail activities to areas defined b the drawl ropes, guys shalt be y ngs and specifications. No cables, Cr A The 6 indres of tap topsoil, along with all other living or inert material, will be removed from the project area as shown and noted on the plans. Ail material, including stumps, concrete, riprap, soil and vegetation with the top 6' of existing site grade win be removed in conformance with Division 2 Are Sod Producers icssodatlon (ASPA), latestedltlon. B' A Preconsttuctlon Submittals fastened to or attached to any trees designated to remain cintess speciflcagy authorized. The Contractor shall provide effective protection for land and vegetation resources that are designated to remain at ail times. Stone, soil, or other materials displaced into 31-EARTHWORK The contractorshali obtain oxmfirmation from the COR that the topsoil and existing plant material has been removed from the Quali 1. Ow ��' Control t. Owners representative reserves fight to inspect and approve the sod before h is cut at the source ofthe sod, 1. Construction Equipment List; uncleared areas shall be removed b the Contractor. y site. 3.06' TOPSOIL DISPOSAL 2. inspection of sod at the source does not products the right of rejection at the job site. 2. Prior to planting operations, the Contreetorshag furnish for approval the types of equipment, including descriptive data, the 1.12 Landscape 3, Repoos tnta ft submit uire a Insp coon o the nu ery. ADh Bid Documents; hsuch an is not ti recognized s p ni ibofsoft the Owners . Represitntative may require an Inspection of the nursery. An expenses related to such an Inspection are the responstbnity of the Contractor, and applic t to use gn ilamting operations, fnciuding soil preparation, seed and broadcast media delivery and preparation and app)kation.of blologicai soil actuator, ff tequlred. A. Trees shrubs, vim rassss, land forms and other landsca features Indicated and defined on the drawings to be preserved shall es' 9 � A All material removed per Item 3.5 of this section will be disposed of by the contractor at the disposal site shown on the plans, and In conformance with Division 31- EARTHWORK. irx iuding Per Diem fees for the Owners Representative. C. Conracors Ouali icatlom (a) Test Reports be dearly Identified by marking and protection fencing, or any other techniques approved by the OR. With prior approval, the Contractor shall restore landscape features damaged or destroyed by Contrator's personnel or equipment during construction 3.07' HERBICIDE TREATMENT 1. Sodding turf gness subcontractor shall have his principal place of business located to the State of Texas and shall provide documentation of (1) Compost for Soli Amendment ("Soli Food Web" Report) operations, even 'rf that damage oc urs outside the limits of the approved work area. A'. Herbicide shall be applied to the site in accordance with manufacturer's recommendations. such h requested by the Owners Representative. 2, Provide list of twenty projects completed to the State Texas within the last ttve years. Provide references to project tncludi � (11) Compost for Seed Application ("Soil Food Web" Report) 1.13 Water Resources 3.08 SUBSURFACE PREPARATION a pho fo the name, address, telephone r>umber, and contact person forthe Owners Representative and Consutent Attach ilstof projects to iv f proj (ifi)Biotogtcat Son Activator (if required) A The Care of Water shall be accomplished in conformance with SECTION 016713 A: The grades for the areas to receive native herbaceous seed shag be: Contractors Qualifications Statement and enclose with bid. (iv)Seed 1.14 Air Resources 1. At pre -project existing grade with vegetation treated with herbicide in accordance with manufacturers recommendations prior to the Installaton 1.5 DELFMYAND HANDLING 1.04 INSPECTION AND TESTS A Equipment operation, activities, or processes performed by the Contractor shall.be In accordance with all Federal and State air of seed and seed media in areas where no grading is required, or A Sod shalt be harvested, delivered and laid within a period of24 hours, unless a suitable preservation method Is approved prior to del very. Sod not transplanted within this period shall be Inspected for acceptance by the Owners Representative prior to ifs installation. A. Compost for Sall Amendment ("Solt Food Web' Report) emission and performance laws and standards. 2. One inch (11 below finished grade prior to the installation of seed and seed media in areas where grading is required. B. Sod delivered to the Job site shall be protected from deterioration and shag be kept moist 1. Composted material for use as organic matter for soil amendment must be tested to ensure that it is a healthy, IMng material B. particulates B. In areas to receNe seed that call for no radio work to be done as a tit of This 9 9 pa project, no subsurface preparation is required otherthan the C. ReplacementofsodduetoInadequatedeliveryandstorageshagboatnoadditioalexpensetotheOwner. suitable for application to the project. Acomplete"Soil Food Web" report shall be conducted on all organic matter thatWi►include 1. Dust particles; aerosols and gaseous by-products from workadtvitiesshallbecontrolledatalltimes,includingweekends,holidays application of herbicide In accordance withmanufacturefsrecommendations. 1.6 JOB CONDiTI0N5 tests for. and hours when work Is not to progress. Tire Contractor shag maintain excavations, stockpiles, permanent and temporary access C in areas to receive seed that will also be graded, the subsurface will be prepared as follows. A An finished grades shall be approved bythe Owners Representative prior to sodding. If sodding Is dorm prior to grade approval the sodding Is a Total Bacteria active and dormant ; () ( ) roads, spcg areas, borrow areas, and other work areas within or outside the ro boundaries free from rticutates which would cause the Federal, State, and local air pollution standards to be exceeded or whicln would cause a hazard r a nuisance. The 1, The areas shall recehre 1" of corn t for soil amendment. The corn Post will be In accordance with the specrftcations of this section. subject to removal and replacement once unacceptable graded areas have been revised. The replacement shall be done with new sod material at no edddi nai cost the Owner. (b) Total Fungi (active and dormant); Contractor shall comply wilt a!I State and local visibility regulations. 2. After application of the compost, it will be fully blended into the soil to a total depth of 3' (2" of parent material ahhd 1" of applied compost). The B. sodding is to a done until the lmigetlon system In the area Eo be grassed has been proven to be operable and reliable. (c) Active Bacteria; 1.15 Odors soil will then be compacted to the density specified in Division 31-F-atthwork. The contractor shall demonstrate to the OR that the soil has been amended In accordance with this section, and obtain approval to proceed with seeding operations. En C, Fmironmerita) Requirements eq . 1. Sodding shall be performed between Apnl 1 and August 15 or as approved by the Owners Representative. (d) Active Fungi; (a) Protozoa; A Odors from work activities shall be controlled at aft times. The odors shall rid cause a health hazard and shall be In compliance with D The subsurface for the project acts must have a field measured dry density as stipulated nn Di iston 31-Earthwork. The subsurface conciftions 2 Do not sod when soil is excmtvelywet or dry. State ulations and/or local ordinances. must be present uniformly throughout the soil column to a depth of 6" across all parts of the project site to receive seeding. The contractor shag Frozen sod may not be used nor shall sod be placed on frozen ground. (f) Nematodes. 1 A6 Sound Intrusions demonstrate to the OR that appropriate subsurface conditions exist, and obtain approval to proceed with organic matter application operations. 3. in times of drought, special pnroisions must be made to proved the drying of the sod. All provisions shall be approved by the Owners epreserhtawe P. To be acceptable, the compost must be rated as "good" in each of the following categories. A The Contractor shell tceep constution acttvhies under surveillance and control to minimize environment dor rage by noise. The E• The subsurface preparation, including organic amendment, compaction and density requirements of Division 31- Earthwork, will also apply to the D. Protection (a)TotalBacteria; Contractor shall comply with the provisions of the State of Texas rules. planter mix. The compaction and density requirements will apply only to the full 18' depth as specified where the "planter mix" area as shown on 1. Restrict foot and vehiculartrafncfrom sodded areas after installation until final inspection and acceptance. (b) Total Fungi; 1.17 Bunning the details is deeper than 18". Where the "planter mix" is shallower than 18", then the entirety of the "planter mix" area as shown on the plans will meet the compaction and density requirements. 1.7 GUARANTEE A Substantial Completion (c) Active Bacteria; (d) Active Fungi. A Burring Is prohibited on the work premises. 3.09' IRRIGATION INSTALLATION 1. Sodding shall be approved as being In accordance with spedncations upon completion of the installation B. Guarantee Period 3. These ratio s ma ether be resent in the su lied corn t, or be attainable t o h the addition of a biol ical soil activator g Y p PP Pos u9 09 "Son 1.18 Sofid Wastes A Solid wastes shag be placed in containers which are emptied on a rogutar schedule. Handling, storage, and disposal shall be A' The Contractor will install an Irrigation system per construction drawings and technical specification Sedton )= Irrigation System. No seeding shall commence until the iri anon 9 system for the area to be seeded is Installed and is verified to be in working order. 1. A stand of rass for nin 9 ctY Ise) d� afteraubstential comPfeibn spat be guaranteed. The guararhtee period shalt be a minimum of ninety (90) days after final acceptance. The grassed areas shall be maintained throughout the guarantee period. recommended In the Food Web' report 4. The specified Intended crop shall be identified as a south Texas native herbaceous species mbL The report shall identify the need concluded to prevent contamination. Segregation measures stall be err ployed so that no hazardous or toxic waste will become oo-mingled with said waste. The Contractor shall transport said waste ofrwork she and dispose of it in compliance wwith Federal, 3.10 APPLICATION OF ORGANIC MATTER FOR SOiL AMENDMENT C. Maintenance Period 1. Malntatn newt' grassed areas n,ntg errttre project is accepted by the Owners Representative. for an additional soil activator to og gs, pecify the recommended soil activator, Y produce the required blot ical rain and shag s application rates and application methods to achieve them. The report shall also provide recommendations for acca table P State, and local requirements for solid waste disposal. A Subtitle D RCRA permitted landfill shall be the minimum acceptable off sits solid waste dis l o ton. The Contractor shalt ve ' that the selected trans orters and dis Pose P nfy p poses facilities have the necessary A 'All portions of the site c io seeded shall receive 2' a organic matey for soil amendment The organic m plied i ll be in ante once offs the specifications of this section. The contractor shah to the OR that organic matter has been applied in aaeMance with this section, 2 Any sodded areas that become eroded, damaged, a any areas of grass that fen to become established satisfactorily, according to the Owner's Representative, shall be repaired and/or replaced at no additional cost to the Owmer. temperature ranges for the storage and transport of both the composted material and the blologicai soil activator. ff a biological soil pertuts and licenses tic operate and obtain approval to proceed with soli amendment operations. nt open ton 3. Repair construction related damage to other plants or fawns during the maintenance period shall be at no additional cost to the Owner. activator Is required to achieve the ratan s s " 9 pacified, the contractor steal! supply and apply the actuator as recommended in the o e 'Soli Food Web report 1.19 Chemicals and Chemical Wastes 3.11 AMENDMENT OF SOiL 4. Maintenance shall consist of, tut not be limited to: a. Weeding 5. Addlto chemical ana P poc ly, lysis (NPK) shall be obtained for the proposed Dom t To be acne table, the dam t must meet A Chemicals shall be dispensed ensuring no spillage to the ground or water. Periodic inspections of dispensing areas to identify A After application of the compost, h will be fully blended into the soil to a total depth of 6" (4" of parent material and 2" of applied organic mater). The sal will then be compacted to the densily specified in Division 31-Earthwork. b, Watering e Mowing and Edging the following requirements: leakage and initiate corrective action shall be performed and documented, This documentation will be periodically reviewed by the OR. Chemical waste shall be collected in corrosion resistant, compatible containers. Collection drums shall be monitored and The contradorshail demonstrate to the OR that the soil has been amended to accordance with this sectten, and obtain approval to proceed with seeding operations. d. Spraying (a) Total Nttrogen less than 8,000 mg ft; removed to a staging or storage area when contents are within 6 inches of the top. Wastes shall be classified, managed, stored, and 3.12 PREPARATION OF SEEDING BROADCAST MEDIA e. Ferulizing f. Repair of E.rdsfon Damage (b) Total Nitrate/Nitrite less than 200 mglkg; disposed of in accordance with Federal, State, and local laws and regulations. A A mixture of 50% compost and 50% composted mulch meeting the requirements of thus section will be used as a broadcast media for the D. Final Acceptance (c) Total Phosphorus less than 4000 mgn(g; 1.20 WARRANTY installation of the native herbaceous seed. The mixing can be done on -site or the media can be delivered pre -mixed to the project site. 1. Final acceptance Wit be provided by the Owners Representative only upon completion of the entire project and the establishment of a stand of (d) Total available Phosphorus (Phosphate) less than 100 mglEg. A Confdor shall warranty all work of this sectors for a period of 12 months. 3.13 SEED APPLICATION grass as defined herein. B. Compost for Seed Applicator Soil Food Web` Re � �) PART 2 PRODUL7S A The naive herbaceous seed mixture wgl be blended with the specified broadcast media and applied sfl as to achieve art installed depth of 1' of PART 2 - MATERIALS 1. Composted material for use as organic meter for soil amendment must be tested to ensure that it Is a healthy, living material seed/medfa mixture across the entire area shown on the plans. The seed shag be pneumatically applied or mechanically spread per the rates 2.1 SOD suitable for application to the project. A complete'Soil Food Web• report shall be conducted on all organic matterthat will include 2.01 Compost for Soil Amendment indicated on the plans. A Species 1. Common Bermuda (Cynodon Dadylon). tests for. A Compost for Soil Amendment shall be a well decomposed, stable, weed free material derived from agricultural, food, or industrial B. If the exact mix of plant material seed Is not available, than the contractor must notify the OR The seed mixes specified are custom designed and B. Quality & Conditions (a) Total Bacteria (alive and dormant); residuals or blosolids (treated sewage sludge). The material shall have an organic matter cotttent of greater than 15°/", and a CEC will need modmgcgm to accommodate relative seed availability. 1. The sod shall be free of weeds or undesirable foreign plants, large stones, roots orother materials which might be detrimental to the (b) Total Fungi (active and dormancy, greater than 30 anci ft. The material shall contain no substances toxic to plants and shall be reasonable free (less than 1 °% by dry weight) of man-made foreign matter. The organic matter shall possess no objectionable odor and shag not resemble the raw material C. if the exact mix of ant material seed is not available, then the ccntractor must notify the OR to obtain approval for any substitutions. development of the sod or to future maintenance. 2 Sod shall be cut with approved sod auters so that after h Is placed, but before it Is compacted, it shall have a uniform thickness of not less than 3/4•. The (c) Active Bacteria; (a) Active Fungi; from which h was derived. The product shaft be certified through the US Composing Council's (USCG) Seat of Testing Assurance (STA) Program. Parade size shot be such that 98% of the maternal shall pass a 3t4" screen. Addffionally, the material shall meet D. Upon direction of the OR, the exact location of each of the seed mixes may be changed to accommodate on -site soil conditions, such as areas of high soil moisture unknown during des►gn. The Contractor shag obtain approval from the OR before purchasing seed to ensure that any sod sections shall le cut in uniform shoots, not less titan 10' and to lengths of nd less than 18'. 3. Sod snail be unhomn In oxtlor, leaf texture and shoot density. (e) Protozoa; testing requirements set forth in the INSPECTIONS AND TESTS paragraph of this section. adjustments to the seeded areas can be incorporated appropriately. 2.2 Fertttzer (9 Nematodes. 2,02 Compost for Seed Application 3.14 EROSION CONTROL BLANKET INSTALLATION A Description 2. To be acceptable, the compost must be rated as "good' In each of the following categories: A Compost for Seed Application shall be a well decomposed, stable, weed free material derived from agricultural, food, or industrial A The erosion co trol blankets will be installed before the installation of the seed on the she in areas where slope is 3:1 or greater. 1. Uniform composition. (a) Total Bacteria; residuals orbiosollls (treated sewage sludge). The material shall have an organic matter content of greater than 15%, and a CEC 3.15 ', PROTECTION 2 pelletized. 3. Containing folkyMng minimum percentage of plant food by weight: (b) Total Fungi; greater than 30 cnoVkg. The material shalt contain no substances toxic to plants and shall be reasonable free i)ess than 1 % by dry weight) of man-made foreign matter. The organic matter shall possess no objectionable odor and shall not resemble the raw material A, Immediate after the erosion control blanket installation is cc y mpleted and the site Is seeded ,the seeded area shag be protected against traffic or a Nitrogen: 8 percent (c) Active Bacteria; from which it was derived. The product shall be certified taro h the US Corr tin CounaTs USCG Seal of Tests Assurance other use by eroding barricades and by:piad ng warring signs of a type approved by the CR. Not alt areas may require barricades. The Conredor should b. PhDs horid Add: 4 noerit P Pe (STA) Program. Particle size shall be such fret 98%ofthe material shalt pass a 314" scream. Addftionagly, the material shall meet be re P Pared to mark artd prated the area in a manner approved by the OR Such protective devices shall be maintained until completion e Potash: 24 pendent (d) Active Fungi, testing requirements set forth In time INSPECTIONS AND TESTS paragraph of this section. of all work under this contract B' Delivery 1. The fertilizer be diame, d tha site labeled, oxnforming to the applicable state feutinzer bags a other seared mntaineiprod 3. These ratings may either be present in the supplied comp oA or be attainable through theaddition of a biological soil activator "Soil 2.03 Composted Mulch 3.16 installation of Wood Post and Cable Bonier ring d r Paws, and bears the name, trade name artrademaric and warren ofthe car. recommended in ere Food Web" report. A Composted Mulch shall be composed of various native o=r dng trees growing reglonafy. The composted mulch shall be free of all B• The "rood post and cable barrier should be installed at the limits of the work to the locations and per tine details shown on the plans. This barrier is 23 WATER 4. The specified intended crop shalt be identified as a south Texas naive herbaceous species mbL The report shall identify the need non organic material and contain no hazardous materials, construction debris or weeds. The material shall be ground at least twice important to prevent accidental mowing of the project by maintenance crews not familiar with the construction, monitoring, or management of the A Potable water shall be famished by the Contractor. Coordination and execution of trri 91imh g g operations to establish vegetation shall be at the for any additional soil activator to produce the required biological ratings, and shall specify the recommended soil activator, application rates and application methods to achieve them. The report shall also provide recommendations for acceptable duri proection, so that the final rind results in 100°% of the material project. The work will not be considered complete until the barriers are ful installed. P 9 passing a 2 (ntrih screen. The ground mulch shalt be partially ly composted to produce a rich, dark brown to black composted mulch product. 'WATERING .discretion ofthe Contractor provided that the overall goals of the specificatlons are met Contractor shall furnish temporary piping, hoses and connections as required. temperature ranges forthe storage and transport of both the composted material and the biological soil activator. N a biological soil actuator Is required to achieve the ratings speccfled, time contractor shell soppy and apply the activator as teccmmended In the 3.17 1. Althou h rrateriai from other sources ma be used on the g Y project upon approval, composted mulch meeting the requirements of C. The Contractor shall begin watering the seeded areas within 24 hours after installation. The watering requirements below shall be followed until PART 3. EXECUTION ` "Soil Food Wab" report this specification can be obtained from: final aces ptance. , `- 5. Additionally, a chemical analysts (NPfC) shalt be obtained for the proposed compost 7o be acceptable, the compost must meet the 1) New Earth Soils and Compost D. Generally, the watering requirements to be followed, at direction of OR, are: 3.1 PREPARATION following requirements: A Check that preceding work affecting ground surface Is completed, property graded and drains wet. (a) Total Nitrogen less than 8,000 mglkg; fi) 78M IH-10 East In) San Antonio, Texas 78219 1. initial irrigation event should wet at least the top 5 incites from the top of the compostfseed mix layer. This wig take 0.5 > 1.5 inches equivalent irrigation. Do not over -water. If surface run-off is evident cease Irrigation and inspect soil for water penetration. Nate: If the soil is very dry h B, verity that soil is within allowable range ofmolsture canteen. C. An stories % inch and larger, sticks and roots over %inch in diameter and 6Inches long, and any other lamps ordebris larger than %inch the top 1 Inch (b) Total Nibate/Nftrite less than 200 mg/kg; 2.04 Double -Shredded Mulch may be hydrophobic = umvettable. Therefore, to avoid run-off In the initial irrigation event, the soil should be monitored closely. If it appears that the water is not netratl into the soil la r then t ation should be st to scow ills water to break Pe Ye nf9 oPPed temporeriy (ure occurri within of soil which become visible durin soil n9 g preparation a sodding shall be removed. Areas where the soil, either existing or imported, has bean severely compacted by soon be disked to depth rrfb i do loosen the son. Areas that have not been (c) Torsi Phosphorus less, than 4000 mgfkg; A A standard, ftnety shreded match product meeting the requirements of this section to be to for the insulation of plant roots, improving through into the sot[ layer below. Once the son Is tivetted' thus should not be a problem In future ff It Is not allowed to rbmpietey dry out. I f R is of allo a heslo heavily compacted shalt be disked to a depth of 2.3 inches to loosen soil and ueate a triable comd�on for sodding. 5xistlng grasses end weeds a cond d Total available Phosphorus (Phosphate less than 100 m () ) 9nk9• . masture holding capacity of the sal and to aid im erosion control on stapes. 2. Flrstl0 days. The compost/seed layer should remain moist for the first 10 days - this wig requite daily cheddng in warm sunny weather when may be disked underand killed as long as they do not Interfere with producing a smooth and friable sod bed. All areas to be sodded shall be C. Seed 2.05 Seed max temperature is over 80F. smoothed with a plpetmat drag combination to level high spots and fill low spots simultaneousy. All depressions which do not draln shall be eliminated to avoid standingwatar.AMemdedandalltedareasshallberestoredtotheproperfrtishedgrade. 1. Ali seed shall meet the requirements ofthe Federal Seed Ad and the Taxes Seed Law Including the labeling requirements for A.AliseedusedforworkpertainingtothissectionshallbenativesouthTexasherbaceousspecies,eithercollectedfromtheSoutm 3.10days-30days.After10days(assumingsuccessfulgermination)theverytopsurfaceoftheoompottseedlayershouldbeallowedtodryto D. TID fertilizer Into top 2' of soil at rate of 125 pounds peraoe. showing pure live seed (PLS=purity x germination), name, and type of seed. The contractor shaft supply the OR with Cont►ai Texas area (within a 300 mile radius of the project ste), or purchased from regional commercial seed suppliers, and may be touch temporariy between watering events. But soil moisture must be mainta►ned below the surface to a depth of 5 Inches. This Wit require E. See that the son Is free of weeds and foreign material Immediatey before sodding. Remove rocks and stones which are larger than I' In diamreter, documentation of seed test The seed test shall have been done no mono than 9 months prior to installation of the seed. Seed test harvested in accordance with common industry practices. 0.5.1.5 Inches Irrigation, every 2 - 4 days, depending on weather conditons. remove from the site and dispose of In an approved location. shall state the viability of the seed and the PLS per pound. Each seed label should also list the percent of weed seed included, and B. The seed small be of the species listed an the plans. 4. 30 days plus. At 30 days from sowing, water can be reduced to 1 significant welling event every 1-2 weeks to maintain soil moisture at a depth F. Do not start work until conditions are satisfactory. To begin work indicates acceptance of conditions. the species of weed. The seed will be rejected ff h contains any weed species listed in Part 2 of this specification. Eadh variety of seed shall be supplied and delivered to the job she in separate bags or containers unless otherwise approved by the OR. A sample C. Acceptable regional commercial seed suppliers are listed below• cf 2 incites and below. The top 1- 2 Inches may dry out temporarily between watering events during this period. However, monitor seedlings to prevent plants from reaching permanent willing point (PWP) - this is most easily spotted in broadleaf ('wildflowers" or Yorbs') seedlings. 3.2 SODDING APPLICATION of each tot of seed may be sampled and tested in accordance with latest USDA Rules and Regulations under the Federal Seed Act at the dLsoxetion of the OR. Such sampling and testing shall be made by or under the supervision of the OR if these tests 1. Native American Seed Junction, Texas 76849 E. OR and contrt3da to beware of: A The sod shall be carefully placed by hand, edge to edge (with no gaps), and with staggered joints in rows parallel with the contours. Do not stretch or overlap sod, reveal the seed to be below the specified pure Iive seed content, the Contractor shall be uired to lant additional seed to reQ P 1.800.728.4043 1. 'Damping o1r: seedlings collapse due to rotting of young stem power stem narrows and goes brown). This is due to over watering and occurs B. The sod shad hnmedletey be pressed ftrtny into centad wdth the sod bed by robin with a g pproved equipment to provide a true and even surface. C. Screened soil of acceptable quality shag be used to fin an cracks between pads of sod; however, the quantity of the top dressing son shall not be compensate forthe deficiency at no addidional cost to Uto OR. The seed test will be oonduded by the State Seed Laboratory, and a seed test report shall be submitted In accordance with SUBMITTALS ra re h of this section. i� 9 P D .� seed wig for this project is divided into six mbces, "Meadow Mbc," Rain Garden Mie,'Bto Swale Mix",'iransition Mix ,'Shade when the surface sons remains damp and conducive to fungal infection. Especially check in first 10 days. 2. Seednin wiltin . seedli s colla se due to insufficient water. in this case the u 9 9 n9 P pper sob will be very dry. so great as to smother the ! D. epthof2'afthanfirig. withajustbetowadjacentpaving. D. Bfofogtcat 5oii Activator (ff required) Wildflower Mbt, and "SunIShade Wildflower Mix,' as shown on the plans and listed on the plant list sheets. The distribution of each 3.18 MAINTENANCE OF WORK seed mix wig be as shown on the plans. Additionaly, each of the three mixes list a specific "Mix." The specific Wildflower Mixes are W tersodd darestoahnlrnum E Water sodded areas ro a mJnlmum depth of 2' after piarding. 1. If identified as necessary through the test reportslorthe'OrganfcMatterforSoilAmendment!and"Compost for Seed Application,* the Biological Soil Activator shall supplied be as specified in the "Soil Food Web" report oommerdalyavallableseedmixes,andknownsourcesarelistedbelow: A ThecontrodorshallberesponsibleforthemaintenanceoftheprojectuntilthesitehasmetalloftherequirementssetforthintheSWPPP,andis 33 PROTECTION 1. Naive American Seed accepted as complete by the OR. 1.05 MEASUREMENT AND PAYMENT A immediaiely after sodding, erect barricades and warning signs as required to protect the areas from traltk until sod Is established. Junetien, Texas 76649 B. Maintenance of Grades and Repair of Erosion Damage 3.4 SOD ESTABLISHMENT A No payment or partial payment will be made for work covered by this section of the specgcations until all portions of this section, 1.800.728.4043 C. It shall be the responsibllity of the Contractor to maintain the original grades of vegetated areas Immediately adjacent to the project area after a Watering ' 1. Tfte sod shall be kept moist tram time time of fLg placement until h has heixxne.establisfned and its cahtfiued growth assured. including required estabfishmenE measures, are adequatey performed and accepted, as determined by the OR A)I bng'itudinel measurements for surface area t m be made ale the actual surface ofthe round and not ermine tat n9 9 ly. Application of herbicide shall E. Seed labeled in accordance with USDA Rules and Regulations under the Federal Seed Act and the Texas.Seed Law shall be commencement of planting operations and until acceptance by the OR Damage to these areas from Contractor's operations shall be prompty re aired, to the event erosion occurs from ether watartn g repaired within 10 days from the data P g operations or from rainfall, such dame a shall the 2 Watering shah be done at a rate which wig avoid erosion and excessive nmroff. B. Mowing be performed and paid In acortance with Section 02237 - Herbicide Treatment famished Seed that fs wet or moi or that has been otherwise d dY amaged in transit or storage will not be acceptable. lima seed shalt be free of field bindweed, hedgeweed, and nutgrass seed. Seed shall not contain other noxious weed seed in excess ofthe limits of the noted damage. Ruts, ridges, tracks, and other surface irregularities shall be contacted and replanted where required prior to acceptance. 1. When grass reaches approximately 4" in height, now to 2'to 2-IW in height B. Establishment of native herbaceous groundoover shall be measured in square yards and shall be paid for under the bid items "Native Species Seeding", which shall include the cost of material and installation of compost for sot amendment, corn tar seed allowable under the Federal Seed Act and applicable State seed laws. Seed labeled as mixture or pasture mixture will not be Pam► and Acce tance D. ins p 2 Do rot cut off more than 40% of grass leaf In single mowing. 3. Do not remove grass clippings. t application, seed, any biological soil activator, and all necessary and associated miscellaneous materials and equipment required to acceptable. Each seed eontalner shag bear the date of the last germination date, which shall be within a ported of nine months prior to oommencement of planting operations. The seed shall be of the species mix shown on the plans. (1) At a point an a about the 30th day of the maintenance period, a preliminary walk through will be concluded. A prenminary punch list well be made for items to be corrected and comments will be made on grass covering repair work up to that point. On or about the 60th day, a C. Repairing achieve a complete and in -place installation. 1. An areas that toecorrre eroded, dame ly g 2.06 Weed Seed Y ged orany areas of sod that fails to become established satisfactryi , accordin to the Owners 1.06 DELNERYAND STORAGE second walk throe h will be made to examine and assess ace tabs of 9 p Pity repairs from original list, and to note arty further items needing repair or conedtion. On the 80th day a final walk through check of punch list ftems will occur, with Contractor responsible for repairing representative, shall be repaired a dfor replaced at no expense to the Owner. A Delivery A All seed installed as part of the work pertaining to this section shall be identified with seed labels per Part 1 of this specification. Seed damage occurring up to the end of the 90th day. oR and/or Landscape Architect shall participate in walk thrruughs. containers gating any of the following weed species will not be permitted. Some species on this list may be specified on certain parts 3.5 RESTORATION 1. Compost for Soil Amendment, Compost for Seed Appliieation, and Biological Soil Activator ofthe project through other sections of the technical specifications. 3.19 WARRANTY A Contractor spat repair damages done to site caused by the sodding application at no additional expense to Owner. (a) Organic matter for soil amendment, ccmpo>St for seed application, and, ff required, blologicai sog actuator, stroll be delivered Sclentifle Name Common Name A The Contractor shah not be uired to wares re9 ratty the work covered under this section, provkled that wrftten approval has been received from the 3.6 INSPECTION AND ACCEPTANCE to the site In original, unopened bags or other convergent containers, each fully labeled, conforming to the applicable State 1. Bothriochloa tschaemum King Ranch bluestem OR at each stage of work as specified herein. A The owners Representative shall evaluate all sodded areas approximately twenty-one (21) days after Installation of sod to determine whether a fertilizer laws, and bearing the name, trade name or trademark, and warranty of the producer, in lieu of bags or containers, 2. Cenchrus cgaris Buffelgrass B. Tile Contractor shaft warranty ail work pertamted stipulated gn this seedon for a period of 90 days after flnai acceptance, satisfactory stand of grass appears likely. The Owners Representative shall be the sole judge as to acceptability of grass astabllshmem the material may be furnished in bulk Bulk deiivaries of material shall be accompanied by a celltflcatei indicating net pounds 3 20 RED -LINE DRAVYENGS B. Areas found to be unsatisfactory shag be ne-sodded to the extent deemed necessary at Contractors expense t to the sole Judgment of the Owners or gallons famished, chemical analysis, name, trade name, and warranty of the supplier. As the material is composed of 3. Cenchrus sp Inffex Sandbur Re esenrative the u sa eon ' n lisle ditions are due fo meterlats a pr methodserr o b theCon �Y tractor. P► Yed Y Ifvl o ntsms care shod ui be taken when delfverin n9 the material. All material anal! the ice � g pt dry and vrithin the 4. Centautea tnelItertsis Morita starthistie A R ed-lined as-bu1iP d ' shell be a record of the rawmngs work as installed and completed by the Contractor. They are a record of all deviators, temperature range specified in the reports per the INSPECTIONS AND TESTS paragraph of this section for the duration of modficatons, or changes from the contract set of drawings, however minor, which were incorporated in the work. They Include all the Information 3.8 CLEANING during t A Perform dom teri of the work and upon completion of the work time shipping and delivery operations. 5. Cyrtodon daclylen Bemtudagrass shown on the contract set of drawings, all additional work not appearing on the contract drawings, and all changes made prior to final inspeftn sh ss m B. Remove from she ail excess materials, debris, and equipment 2 Seed 6. Dicanthium annulatum Moberg bluestem and acceptance of tie contract work by the OR. The Contractor shall provide one legible, original sat of red -line drawings to the OR for review at C, Repair damage resulting from sodding operetions. D. Matritain in ciean (a) Seed shag be furnished in sealed, standard containers unless written exception is granted. 7. Dicanthium seddum Sfi btuestem �' the final inspection. The Contractor shall deliver one legible, original set of redline drawings, and four color copies of the red -line drawingsto the OR upon receipt that the OR has accepted the work. The flnai red -line drawin will reflect an comments made b the OR durin the final 9s Y paved areas ccnition. E. Remove barriers and signs from site at termination of the maintenance period. B. Storege 8. Loitum perenne satrap. mulltfiontm AnnuaBltallan rye Y 9 inspection, 1. Storage Area 9. t olium perenne satrap. perenne Perennial rye 3.21 AS•BUILT DRAWINGS 3.7 MAtNTEtVANCE A Contractor shall apply initial watering following installaton of sod, _ (a) Materials shall be stored in areas designated by the OR 10:Medicagoatebtca Butrdover A. As -Built" drawings shall be a record of the work as Installed and completed by the Contractor. They are a record of all deviations, modifications, . B. Maintenance Period: All sodded areas shall be maintained fora period of riiney (90) days following sodding of each area and until the fined C. Seed, Compost for Soil Amendment, Compost for Seed Application, and Biological Soil Activator 11. Medicago m►nima Burr clover or changes from the contract set of drawings, however minor, which were Incorporated In the work. They include all the information shown on the somptance by the owners Representative. Maintenance shag include but is not limited to: 1. Seed, cornpost for sflfi amendment, compost for seed application and biological soil activator shall be stored in dry, welt ventilated 12.Panicum coloratura Kieingrass contract set of drawings, all additional work not appearing on the contract drawings, and all charges made prior to final Inspection and acceptance 1. I an shall be domhed and/or directed b a rson experienced In i anon and turf maturation Pe Y Pe trig procedures who has been successfully responsible for initial grownn of at least three (3) projects in the fast five of aimllar extent and co years mtnplexity. An see Becton 2,3 Watec to away from contaminants. The temperature of the stored material snail be kept within the temperature range spo stied in 13.Rapistrum Mnual bastard cabbag9 In the tion. Th work tr the OR The Contractor ble, provide one lagibge, errawin set of asour c drawings to the re for review n the final pedlon. The Corttrector shall deliver one t Ibis, o inns eg nk;itra! set of as bust drawings, and four color wples ofthe mad -Me drawings to the OR upon 2. Erosion Repair. Any erosion orothersoil disturbance, which occurs prior to the conclusion of the maintenance period, shall be promptly repor there Rs r the INSPECTIONS AND TESTS era re h of this section. po P 9 p olapenm 14.Sorghum haiapense Johnsongress receipt that the OR has accepted the work. The final rod -line drawings wig retied any comments made by the OR during the final inspection. restored to the puoperflnished grade and replanted to the proper grasses and rates. 1.07 WORKING HOURS 2.07 2.1A Blol ical Soil Activator 3.22 FINAL CLEANING 3. Inspection and Acceptance: At a point on a about the 30th day ofthe maintenance period, a preliminary walk through should be conducted. A preliminary punch list will be made for Items to be corrected and commends will be made on grass coverings repairwork up to that point On or A. 7:00 am to 7.00 m, Monde to Frida p y Y' A Biolog►cal Soil Activator shall be a biological microbial stimulant as recommended in the "Soil Food Web" reports per the A Walks and pacemennt shag be left broom dean. Stains, foreign substances, and temporary labels shall be removed from surfaces. Debris shall be about the anth day, a second walk through should be made to examine and assess acceptabiliy of repairs from original ILA and to note arty 1.08 ROADS AND PUBLIC AREAS INSPECTIONS AND TESTS paragraph of this section, applied via the methods and rates recommended by the reports. removed from drainage systems. Paved areas shag be swept and landscaped areas shall be raked dean, The site shall have waste, staging, further hems needing repair or correction. On the SM day a trial walk through dock of punch list hems should occur, with Contractor responsible for repairing damage occrmring up to the end of the 90th d The Owners re resentative and/or the Landsca Architect shall aY P Pe A• Roads and other public areas within the work areas shall be kept dean of work debris at all times. 2.08 2.1.6 Wood Post and Cable Barrier containers, surplus materials, and rubbish removed. The project area shall have tempos structures, barricades, ry project signs, and cehnstructton faciities removed. A list of competed dear•up items shall be submitted on the day of final inspection. The entire job shall be left dean and participate in walk-throughs. 1.09 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS 2.09 Material for the wood post and cable barrier shall be as shown on the plans and accepted by the City of San Antonio. 4. Mowing: After initial mowing, the grassed areas snail be mowed a minimum of once per week to the heights specified herein based on the aomptobte to the OR. type ofgrass. A Work performed shall comply with federal, state, and local laws, ordinances, criteria, rules and regulations, Including those of Texas. 3.23 FINAL INSPECTION AND ACCEPTANCE 5. Contractor shall restrict any traffic from sodded areas unlit the owners representative authorizes the areas available for traffic. - A At the conclusion of the work covered under this section, the Contractor wig request a final Inspection. Tice Final Inspection shall be conducted by END OF SECT the OR, and will include a review of the work completed, a review of the red-11ne drawings, and comments to be incorporated into the final red -line drawings, if any. B. If ail work is in accordance with the plans and specifications, the OR shall grant acceptance of the work covered by this section. LANDSCAPE WEiPOND PART1-GENERAL 1.1 For mosquito control the wet pond is to be stocked with Gambusia at an initial amount of individuals, corresponding to a permanent pool area in acres and density of 200 flsh/surface acre (see maintenance specification note#11). 1.2 Domestic waterfowl should not be introduced into the wet pond system. 1.3 Carp and goldfish should not be introduced into the wet pond system. PART 2 - BIOLOGICAL ELEMENTS 2.1 Biological elements are an important aspect to the function as well as the aesthetics ofthe wet pond system. However, these systems may also attract biological activity that is undesirable in an u rban setting. The fallowing criteria should be followed to enhance pollutant removal and minimize undesirable activity. A. Wetland Plantings -Wetland species plants are used in wet ponds to remove dissolved nutrients and shall be planted on the vegetated benches as specified below. Minimum requirements for Wet Pond landscaping: 1. Minimum wetland plant quantity: Multiply the surface area (in square feet) of the perm anent pool by three percent (.03) to determ ine the minimum quantity of plantsto be installed in the vegetative bench. 2. The following chart provides plant category ratios and minimum plant sizes. Additional information can be found in the plant list in Table 1-9B. MINIMUM SIZE PLANT CATEGORY RATIO Containers Bare Foot A. Bulrush: 40% 2gallon 1 bare root B. Spikerush: 20% 2.6 liners 1 bare root C. Marsh diversity: 20% 1 gallon 1 bare root D. Arrowhead: 10% 1 gallon 1 bare root E. Aquatics: 10% 1 gallon 1 bare root 3. Wetland plants provided in bare -root form shall be equal in root ball size to the listed minimum container sizes. 4. Ali Wetland plants which fulflt l the minimum landscape requirements shall be propagated or harvested from regionally adapted stock (whenever possible): These are plant species orgenotypes which are native to a range of within 250 miles of the project site. 5. A minimum of 90% ofthe vegetation shall be alive and viable for one year following installation. B. Notes: 1. Wetland plants m ust be installed at water depths appropriate to the species. The water depths noted in the Wetland Plant List show the range of natural zones in which these plants can be found. Planting depths are usually shallower due to the small size of the plants afthe time of installation. If using the minimum -sized plant material, plants shall be Installed at the shallow water depth listed. 2. Cattails (Typha spp.) tend to invade almost all wetlands and aggressively colonize the shallow water bench. Therefore cattails shall not be specified on the planting plan. 3. The designer is not limited to the speciesdescribed. Additional species used for aesthetic reasons, etc. are encou raged. Plants not intended to meet minimum requirements do not need to be native or regionally adapted stock. 4. Microbial Initiation -A substantial portion of the pollutant removal in wet ponds is due to biological processes that occur in the sediment. Bacteria in the pond substrate remove nutrients through a process of denitrification. These microbial processes require an organic food source, such as decaying plant fitter. Because it is the supply or organic carbon that determines nutrient removal -more than uptake by living plants-deniiti fieation can be expected to continue even during cold -weather plant dormancy. In mature ponds with abundant vegetation, aquatic plants supply the necessary litter layer and aerobic zone for microbial activity. However, since new ponds lack a sufficient source of organic matter; an appropriate amount of carbon (straw, hay, leaf clippings, and other non - woody material) shall be installed during construction. After the pond liner is in place yet prior to allowing the pond to be filled, spread a minimum of one inch of plant litter evenly on the sides of the pond (below the permanent pool level). Treat the entire shallow water bench in this manner, and ail pond slopes (ranging from 3:1 to 10:1). Crimp the plant litter into the pond substrate to prevent_the material from being transported downstream as the pond fills. 5. Algae - High nutrient loads in wet ponds may cause algae blooms to occur. Pungent odor is often associated with these algae blooms, However, treating with an algaecide is not recommended because blooms are usually short lived and are considered desirable for nutrient removal. The use of submergents and floating -leafed aquatics can reduce the extent of algae blooms by reducing nutrient loads and shading the water. 6. Nutria - Wildlife such as nutrias has been reported to destroy the vegetated element of wet ponds. Evaluation of the potential of such wildlife inhabiting or being attracted to the proposed pond site is required. When there is a potential for such activity, fencing (such as chain link) should be provided. 7. Mosquito Control - Mosquitoes are problematic in urban areas. Standing water in wet ponds becomes ideal breeding localities. The wet pond should be stocked with the fish species Gambusia affinis to serve as a biological control far mosquitoes. Gambusia is effective control formosquitoes eliminating the need for chemical control. Gambusia should be stocked at the initial density of 200 individuals per surface acre. 8. Domestic Waterfowl - Domestic waterfowl can destroy vegetation and increase pollutant loading in wet pond systems. in addition, waterfowl can become nuisances to property owners near the pond. For these reasons, domestic waterfowl should not be introduced into these systems. 9. Carp and Goldfish - Carp and goldfish are bottom -feeders that can cause turbidity and other problems. They should not be introduced into a wet pond. PART 3 - EXECUTION 3.1 Initial filling A. While the pond is in construction, it is intended that stornwater runoff, not potable water, be used to fill up the pond once the pond liner is in place. 3.2 Utility Lines A. Utility lines may not be located within the limits of the maximum water surface elevation of a wet pond. 3.3 Hazardous Material Traps A. Spills of hazardous liquids can severely damage or kill the biota of a wet pond. Therefore, developments where the transportation, storage or distribution of hazardous materials is anticipated should include hazardous material traps in the drainage system immediately upstream of the wet pond inlet. 3.4 Aeration and Recirculation Unit (optional) A. Privately maintained wet ponds may Include some type of aeration device (such as a fountain) which could enhance the dissolved oxygen concentration. Increased dissolved oxygen prevents the pond from becoming anaerobic, hence minimizing problems with odor from bacterial decomposition. 3.5 Make-up Water Source A. A nearby source for make-up water is recommended as a way to raise the level of the permanent pool, should a severe drought occur. This could include a well, a hose bibb, or a nearby fire hydrant. END OF SECTION SCOTT &WHITE MEMORIAL HOSPITAL SCOTf, SHERWOOD AND BRINDLEY FOUNDATIONS H 000TT & WIT 1 PITAL C dh.LEGE ST�►TI , TX a TEXAS REGISTRATION #F-2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 MOON • MAYORAS ARCHITECTS, INC. OWNER: SCOTT & WHITE MEMORIAL 484-238.8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 E G JOEL R. OCK, P.E. #98441 512-314.3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCS CT: BOB A. LUNDEEN , AIA 817-735 7026 JACOBS ENGINEERING 777 IWAiN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010.3300 LEGAL: DESCRIPTION: . LOT 1 BLOCK 1 SCOTT & WHITE HEALTHCARE SUBDMSION SUBMITTAL DATE: JUNE 2, 2011 ISSUED FOR I RMSION I DATE KEY PLAN: r r G i , r . I� DRAWING TITLE PLANTING NOTES SPECIFICATION S JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER FSWOG852 11161 DRAWING NUMBER 111 9 t IC A L.>• 10 ( 9 � 8 � 7 � 6 5 4 3 � 2 DATE JUNE 2, 2011 i 2 Le A GAS - GAS t....... ........... 5161991 .... S86-27'05-E IV c cATM FOR ADDITIONAL MGHT-01`�-WAY ..... ........ .. ...... ....... ... ----------- .......... ................ . . . . . . . . . . . ............... ..... .......... ..... .......... ...... ... .......... ....... .................................. ............ ............. ......... ..... . ..... ....... ........... ...... ............. . ........... f b 0-- LOT I BLOCK 2 X-1 7.44 AC, Qt� DELTA-410247' R-566.00' L-39.82- CB:NI4'4rll.E. IV4 39.81. 17 MAIM IML V ------------ % ... 1P X T4 .A VIA - ;'AR ff— 7 At GAS -- GAS ................ .............. -------- ...... ....... .... beeTts�ca�Pe Zigne) 1 5 .7", . �, , 10 . . . . . . . . . . Raft nilrATW I ......... . M 1 01 Nj ------ --------- - -------- IV DMICAM FOR =710 'L III OMAY 37.99' 16 DMICATM FOR UNBS-27'05-W ADDITIONAL RICIff--OF—WAY LOT 3 BLOCK I 11.12 AC. :R LOTI :::'BLOCK 7 1.10 M ROAD .......... ........... DELTA-33VVSr R-570.OUF L-329.V Ito CE 5 T... ---------- -------- Wedand Seed Mix, Revegetation Seed Mix and e Prairie Seed Mix. These ................... .............. areas shall receive temporary Irrigation so as to guarantee establishment of ............. ............. ............................................. these areas. .... ......... ......... X ..... 2. All turf areas except those between the buildings (hospital & clinic) and ............. ............ ........ ....... ............ ............... ........................................ .......... ............. . ................ r and pop-up ............ .............. nearest curb line, shall be irrigated with a combination of rotD ...................... ....... All shrub beds and the turf area between 3. .... ....... . . ..... ................... spray heads. ...... ............. % ... .................... the buildings (hospital clinic) and .. nearest curb line, shall be drip irrigated. .. . ................................. .. rs ers flor each tree ........ .......... ....... .............................................. 4. All new tree plantings shall be irrigated with bubble . 2 bubbi ........ ............. ............... 4 ........ ..................... .......... ............. 2.5" caliper and larger, I bubblers for each tree under 2.51' caliper. ....... \- .............. ....... ................................. 5, Irrigadon supply water Is to be from the on -site wet pond, collededicooling ......... . ... .......................... ...... ........ . ......... ........ ..... ............ tower condensate and roof drains. ............ ...... ........... . .. ...... ...... LOT 1 ................ .... - ... - - ..: ............. ............... 4 ......... ... ...... .......... ...... ....... X ...................... ... ....... ........... ................ Contractor to install 3 phase power, pump controller and alarm, I Self Priming Centrifugal 2.5hp Berkeley 25LTHH 3 phase ......... .......... ....... ................... pump house, and 14" PVC double check valve downstream of the pump,1 Pump .......... * .............. ............. ............... ....... ....................... ............ ...... ........ ........... .................... pump with float switches, I pump pad, I Rite ML130 Intake Screen attached to concrete cinder blocks, I brass 2" Recordall Badger irrigation meter, SCH 40 PVC .......... ........ ........ ........................ .......... ..... ......... ................ ........ ....... ........... ............ ............. ..................... - M. \*- e connected to the public future the im.galion system is to b .............. piping and fittings as necessary up to 4" looped main line. If in ...... .......... ....................... ........................ .... water line ft shall be connected per City Ordinance 2394 requirements. . ........................ . ........ .......... ......... ............ .... .............. ............. .............. ................. .... ........................... . ..... ...... ....... . .......... ...... ......... - . . . . . . . . . . . ::,: , , - N. ............ ......... .. ........ ............ . \ Contractor to install 2 wire control irrigation system in the CUP in a location to be deterrnined by the owner, .................... .................. IL.,.*.,.*.:,*.:.:.:.:...........................,.........,--......... -... . ..... . ........... .......... ................ including: controller for up to 500 zones, 11 Ov power and conduit. .......... .............. .... .............. ............ .... �5,- -- — ---, ::: ... ................. .......... ................... ..... �7- Contractor to install looped 4" SCH 40 PVC piping and fittings as necessary to accomodate a 500 zone irrigation system .............. .................... ............................. ....... . ............ ............. ......... ........................... ........ .............................. ............................. ............. ........... Contractor to install 500 1" solenoid valves on a 2 vAre system that is of the same manufacturer as the control irrigation ........... ........ .... .......... system at the CUP. PVC piping and fittings as necessary to accomodate a 500 zone irrigation system starting with I" SCH 40 hydraulic calculations. Assume ....... at each valve off the looped main and reducing as necessary based on the owner approved ............ ...... ............ ..... .... ....... up to 20 irrigation heads per zone. ............. .................... ...................... ................. ........... .... ........... 4 10 9 8 7 477 il L E G E N D Ac;o TEXAS REGISTRATION #F-2966 4" SCHEDULE 40 PVC MAIN 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 3/4' QUICK COUPLING VALVE W/ PURPLE TOP MOON - MAYORAS Q-�"IAROHITECTS, INC. OWNER: S & WHITE MEMORIAL 484-238-8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL Rs CK, P.E. #98"1 512-314-3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD , SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT: BOB A. LUNDEEN, AIA 817-735-7026 JACOBS ENGINEERING 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010-3300 LEGAL DE11 CRIPTION: LOT I BLOCK I SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: jU—NE 1312011 R Z fffl�- --- EV tMED Fu#'�'R Cut"MF4"LIANCE JUN. 15 CO LLEGE 8-JA110N DEVELOPMENT SERVICES PLAT FILFD- ISSUED FOR REVISION DATE ..?F... t0kl ................. ........ 2 JOEL R B .................... ....... 9WI Np\ %,hZ/ONAL KEY PLAN: DMWING'nnF- OVERALL IRRIGATION PLAN JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER F8W96852 111161 DRAWING NUMBER L 112 PRINT DATE JUNE 13,2011 !11 W- 10 I 9 $ I 7 6_ 5 I 4 I 3 H lit F L�J C A :�Y.�,,• z i �� t 1.}6,,1t. � � t � ` ���t��1y.��".� t,l ry�f''{'����L��[•r, t ` � ie �.` 1�., �•:yt , .: \`. v�r �r ti 'a',6-':c,C•_..."/ • � + � i:'J'r..�:-J�` (:�,' CJ C__1 J .!_ •--J �_ 1. TOLL FREE: 1-888-998-1983 (541) 998-1983 HOME FIND YOUR SCREEN' LOCATE A DEALER • c- , t t r.< • t.:.-• aa:lr .S( x-• tag.:✓; fig: . »: -r, wr.• :iw�n`...iI�L•sc.:u;'aSc'�-Sil'2zv ii..i•'i'-• arl•�` -:£Ili;�.:ni::.ixac:.s,:.::.uufa'za:cP`f•4-it'�siiii• al urL.:n: u • ..s2�d.:, +�aif�iivb''u' ui!iG:'G M-L130 PART #SUPR202000 Rated Capacity: 130 GPM Weight: 16 lbs. (without adapter) Assembly includes the following: PART NUMBER DESCRIPTION QTY. SUPR994000 M-130 Body Assembly (5"diameter x 54" Iong,130GPM capacity) 1 SULVMMM200 5" Clamp with Mounting Tab 2 SULVMMM275 5" O-Ring Set 1 ADAPTER OPTIONS: Select the adapter below to accommodate your existing line.. rmn PART NUMBER MIPT ADAPTER QTY. SULVMMF525 3" MIPT Adapter 1 MIPT Adapter SULVMMF530 4" MIPT Adapter PART NUMBER COMPRESSION ADAPTER QTY. 3" Compression Adapter 1 %SULVMMG100 SULVMMG200 4" Compression Adapter € SULVMMG300 5" Compression Adapter 1 Compression Adapter PART NUMBER 150 lb. COMPANION FLANGE ADAPTER QTY. SULVMMH300 3" Companion Flange Adapter I I SULVMMH310 4" Companion Flange Adapter t SULVMMH320 5" Companion Flange Adapter I Companion PART NUMBER FOOTVALVE ADAPTER (with ✓k without Footvalve) QTy. Flange Adapter SULVMMH2O0 3" Footvalve Adapter (without the Footvalve) 1 SULVMMH220 4" Footvalve Adapter (without the Footvalve) ] SULVMMH240 5" Footvalve Adapter (without the Footvalve) i SULVMMH250 3" Footvalve Adapter WITH a Sli 450 Footvalve I SULVMMH260 4" Footvaive Adapter WITH a SFV4, 454 Footvalve I SULVMMH270 5" Footvalve Adapter WITH a SFV5, 451 Footvalve I UNDERGROUND LANDSCAPE IRRIGATION SYSTEM PART 1 -GENERAL 1.1 RELATED DOCUMENTS Drawings and general provisions of contract, including supplementary conditions and General Specification sections apply to work of this section. Review ALL project drawings and specification sections before proceeding with bidding and installation phases. 1.2 SCOPE OF WORK 1. TEXAS COMMISION ON ENVIRONMENTAL QUALITY is the state licensing and governing authority for irrigation: PO Box 13087 Austin, Texas 78711-3087 www.tceq.state.tx.us 2. This section covers the work necessary for the installation of a complete and fully functional, automatic irrigation system. Work includes but is not limited to: 1. Excavation and backfill 2. Laying pipe 3. Installation of valves 4. Installation and adjustment of sprinklers 5. Installation of controllers 6. Testing system 7. Maintenance 8: warranties 8. All work as indicated on the drawings, as specified herein or both. 9. All permits and fees to any agency having jurisdiction 1.3 CLARIFICATION OF IRRIGATION PLANS 1. Due to the scale of the drawings they are diagrammatic in nature _ and for clarity, therefore some items are shown in asphalt or concrete. Install all irrigation components in landscaped areas and within property lines. The contractor shall carefully investigate the `structural and finish conditions affecting all of the work and plan his work accordingly, furnishing all offsets, fittings and sleeves as may be required to meet such conditions. Documentation of the locations of all installed tines and equipment is essential. 2. Conflicts between the plans, notes, details or specifications shall be immediately brought to the attention of the Owners representative for interpretation. 3. Contractor shalt acquaint himself with all on -site conditions. Should utilities not shown on the utility drawings be found during excavations, the Contractor shall promptly notify the Owner for instructions as to further action. Failure to do so will make the contractor liable for any and all, damage arising from his operations subsequent to discovery of such utilities. 4. Irrigation design must be kept on site during all irrigation system installation. 1.4 RELATED WORK 1. Site Grading 2. Water Utilities 3. Flatwork 4. Planting 5. Fence Construction 1.5 STANDARD INSTALLATION AND MATERIALS REFERENCE 1. American Society for Testing Materials (ASTM) latest edition: ASTM D2241 Polyvinyl Chloride (PVC) Plastic Pipe SDR 21 ASTM D2461 Threaded PVC Plastic Pipe Fittings, Schedule 80 ASTM D2466 Plastic Pipe Fittings, Schedule 40 ASTM D2564 Solvent Cements for PVC Plastic Pipe tt Fittings ASTM D2855 Standard Recommended Practice for Making Solvent Cement Joints with PVC Pipe It Fittings 2. All work to be done by or under the supervision of a Texas Licensed Landscape Irrigator. "As Buitt'r drawings will bear the seat of the licensed irrigator. 1.6 SUBMITTAL PACKAGE Submit for approval by the Owner, five copies of all printed matter an all equipment and materials specified herein and on the drawings. Delineate sprinkler types, nozzle sizes, pressure ratings, etc, that are pertinent to this installation. Provide information for, but not limited to the following: 1. Sprinklers 2. Nozzles 3. Pipe, Fittings and Pipe Cement 4. Swing Joints 5. Controtler(s) 6. Remote control valves 7. Rain Ir freeze sensors 8. Wiring and wire connectors 9. Quick coupling valves and accessories 10. Valve boxes Recordali® Sizes 61811.20" Technical Reclaimed Disc and (DN 15mm - 500mm) Turbo Series Meters Brief DESCRIPTION APPLICATIONS: For use in measurement of cold water in reclaimed waterdl*UtJonsystemg. Metersareavabbte forresklemal, oommerdal and Industrial services where flow la in one direction only. The meter and its internal components are for use in the measurement of non•polable water only. Caution must be exerdsad not to mingle non -potable, and potable water meters and especially their internal components. UTILITY IMPACTS: Utiililes faced with rising water coats and limited waterresourcesaredevelopingnon•potable, recWmedwaterdistdbuWn systems.Accurate, dependable metering is needed to bill customers for these alternate supplies. Special coloring and markingsaredasignedtodistinguish potable water meters bum reclaimedwater motors in accerdencewlih current[ nefustry standards.The utility must develop appropriate operational procedures to ensure that potable water meters and reclaimed water meters and their internal oomponents are not mingled. WARRANTY: Due to fhe fact of a unflomt delfNgon of the compositional reclatmedwate , the warranties associated with reclaimedwatermeters are different than the potablawater Re0ordslI0 meterline. Please review the warranty statement for this Important d0lerenoe. SPECIFICATIONS 518'-2- Recordali° Disc Series Meters 1 1t2' -20' RecordalP+Turbo Series Meters For meter specifications for each Reoerdalr size and type meter, see Technical "I prepared forthat specific meter. ThermoplaslJ oshroud and lid only. SpecialMerldnga tavendercdorgd,shmud,registerdWfaoe, and cast iron bottom (SW through l•)• The word 'RECLAIMED' Is cast or engraved in the meter body and printed on the register dial face and ild. it is also cast or engraved on bronze covers and bottoms. Non -potable watersymbol on register lid. Chamber assembly has designation for non•potable wateronly. RegtsterType The Reclaimed watermetertine supports the same "set reglstrationand reading systems as the potable meterilne. BadgerMeterinc. RR-T-02 2-09 And any other equipment or product necessary to property complete the work as shown on the drawings and as specified herein. ON EACH COPY OF THE SUBMITTAL, CLEARLY INDICATE THE SPECIFIC MATERIAL PROPOSED FOR USE IN CONSTRUCTING THE IRRIGATION SYSTEM. SUBMITTAL MATERIALS NOT MARKED CLEARLY WiLL BE IMMEDIATELY REJECTED. 1.7 ON -SITE Et INSTALLATION COORDINATION 1. Prior to initial excavation and trenching, thoroughly investigate the site and became familiar with all existing underground utilities, as well as construction drawings for those items not yet installed: OBTAIN LOCATES before any excavation is attempted. 2. Coordinate installation of the irrigation system with all other trades. 3. Verification of Dimensions: Alt seated and figured dimensions are given for estimate purposes only. Contractor shall carefully check and verify all dimensions and sizes, etc. and shalt notify the Owner of discrepancies. PART 2 - PRODUCTS 2.1 PVC PIPING & FITTINGS 1. Polyvinyl chloride pipe (PVC) will be permanently marked with SDR, Class, or schedule number , ASTM number and NSF (National Sanitation Foundation) seat. 2. Weights and ratings to be: a. Class 200 for all mainline and open-end sections or line not under pressure 1. 3" and larger shalt be gasketed piping with thrust blocks. 2.2.5" and smaller shall be solvent welded piping. b. Schedule 40 PVC solvent weld fittings c. Schedule 80 PVC for pipe nipples and threaded plastic fittings d. Plastic pipe connections to metal pipe with plastic mate threads only e. Primer and cement will be compatible and as recommended by the pipe manufacturer f. Primer must be used on all glued joints in accordance with uniform plumbing code and/or local govern authorities. 2.2 ZONE, ISOLATION Ft QCV VALVES 1. All remote control valves wilt be as shown on the drawings and of sufficient size to accommodate the water volume for each section controlled. 2. Gate valves will be bronze, with non -rising stems. 3. Quick coupler valves will be as scheduled on the drawings. Supply quick coupler keys and handles with hose connections as indicated on the. plans, install line sized isolation bail valve. Supply one quick coupling valve key w/ hose bib for every 3 quick coupling valves installed. 4. If any hose is attached to the sprinkler system it should be marked/labeled "non -potable" in English and Spanish. 2.3 SPRINKLER HEADS 1. Atli sprinklers will be manufactured as scheduled on the drawings. Sprinklers wilt be provided with all parts and accessories found necessary for proper industry standard installation. 2.4 IRRIGATION CONTROLLERS 1. Controller wilt be manufactured as scheduled on the drawings. 2.5 Weather Sensors (wireless) Install rain/freeze sensor device in an inconspicuous location, preferably on building roof. Coordinate installation with other contractors. Rain/freeze sensor is not shown on the drawings. install a wireless sensor in an acceptable and approved location and as per manufacturer's instructions. 2.6 Wiring Wire from valves to controller wilt be Type OF 600 V, solid strand copper, in size appropriate to properly operate valves served, but not less than OF-14 gauge. It Will have the Underwriter Laboratory seal for use in the direct burial applications. Supply in 5W foot rolls or larger. Atli wire splices to be installed in a 1011 round valve boxes and included in "as built" documentation. Wire splices must be an approved direct burial and water -proofed type splicing device. 2.7 VALVE BOXES Supply the following boxes in the described locations: 1. Backftow preventer - as indicated on plans • 2. Remote control valves - as indicated on plans 3. Water meter - As required by water authority 4. Wire splices - structural plastic 10" diameter with Lid 5. Quick coupler valves - structural plastic, 12" rec. with tine sized isolation valve in valve box E(::ELELE`r` The LTHH Sallies° of cast iron sprinklers ofersuperlor un- matched performance, available In 1 HP through 2-112 HP models. The LTHH offers `Wngle-bodrfill" priming to 2S•foat lifts, in less than S minutes! The LTHH models exceed the strict safety requirements of Underwriters Laboratory UL778, and CSA. Required by many state and total codes. The LTHH models are completely Interchangeable tOth the original BERKI r® LT'H Series models, saving costlyplambing "Change- n c us uacaa,m ow" dollars and installation headaches! 'Smgk and three phase available. Is Residential irrigation pump... can be safely operated by timer or other automatic device ■ Contractors... for dewatering excavation, water transfer and supply is Agriculture seed bed and plot irrigation, stock watering ■ industrial sump drainage, marine pumping, liquid transfer and supply operations ••1• •• HiGH HEAD Cato( Numb HP voluge Phase Pipe Tapping Sizes Approx. WL lbs. Suet Disch. iOLTHH 1 115 30 1 21 1.1 ' 52 i0LTHH3 i 208LM1460 3 2- 1.1 ' 52 IOLTHH3.575T 1 57S 3 2' 1.1 ' 57 I SLTHH 1.1 its 30 1 2 1.1 ' 58 15LTHH3 1.1 208 0 460 3 2' 1-1/2* 58 5F 1.1 575 3 2. 1-12' 63 •2 230; 1 2- 2' 832 208 0 460 3 2' 2' 83 5T R25 2 575 3 2- 2- 88 2.1 230 1 2' 2' 85 2-1 208 30 460 3 2' 2- 85 5T 2 S75 3 2' 2- 90 ITIN SERIES • Body and Seal Plate - Close -grained cast iron Impeller - Noii Diffuser -Reinforced polypropylene Shaft -One-piece threaded 416 grade stainless steel Base - Steel, 10 gauge Motor-A.O. Smith 2-Compartment Rugged Construction - Close - grained cast iron body, specially treated for corrosion resistance. Noryle impeller - Precision -molded for perfect balance... ultra -smooth for highest performance and efficiency. Precision Molded Diffuser = Pump primes faster, handles more air, with multi -port, precision -molded, reinforced polypropylene diffuser. High Head Models - Deliver up to 145' of head with capacities to 95 GPM, Easy Serviceability - Normal wearing parts are easily accessible for service and replacement, without disturbing piping or mounting. Motor Windings - Superior insula- tion materials protect against exces- sive moisture and contaminants... ensures prolonged motor life. Balanced Rotor - Die cast under high pressures for uniform perfor- mance and greater efficiency, dynamically balanced. Drafts Port - Provided for easy winterizing. BPRKELEY^ Is a registered trademark of Pentair Water. NorAv is a registered trademark of General Electric Co. in order to provide the best products pos- NOTE: 575V TEFC motors available in Canada. sible, specifications are subject to change. Cuvt Swkci.6884na(EU7Y(IAN • 1.6os363•RatP(Cjw&1 • w berkckrrpumpxm • ttntairwater • Dtkwar 115311S USA • COS563WS 1 All boxes will be supported to the full depth of the excavation and set flush with finish grade. Where required, factory supplied valve box extensions shalt be used. PART 3 - EXECUTION 3.1 INSPECTIONS Examine all areas and conditions to determine if site is available for installation of the irrigation system. Verify that all work to be Installed by others has been done and is available for use or connection. Do not proceed until conditions are satisfactory. Provide timely written documentation to the Owner for conditions causing delays in the work. 3.2 CONNECTION TO MAIN WATER SUPPLY 1. The Contractor will be responsible for making connections to existing supply lines. Coordinate work and obtain all approvals from the appropriate water authority and owner prior to starting the work. 2. BACKFLOW PREVENTION DEVICE MUST BE IN ACCORDANCE WITH LOCAL WATER PURVEYOR 3.3 EXCAVATION AND BACKFILL OF TRENCHES 1. Excavations will included earth, loose rock, rock or any combination. Trenches are to provide firm, uniform bearing for the entire length of pipe to prevent uneven settling of backfitt. Wedging or blocking Of pipe is improper and not acceptable. 2. Trenches for sprinkler lines are to be of sufficient depth to provide for 18" of cover over main lines and 12" of cover over lateral tines.. Trenches where electric control wire is run is a separate trench will be at least 18" of cover over wires. 3. Where possible, main and lateral sprinkler tines may be laid in the same trench. Allow for a minimum of 3" separation between pipes and between pipe and wiring. See trench detail on irrigation detail sheet. 4. Where electrical wires are run in the same trench with piping, the wire will be placed next to the upper most pipe with 3" separation pipe. 5. Where rock is encountered, solid or fragmented, that may cause damage to pipe and wiring, a 3" cushion of fine material, free of rock larger than 1" will be placed on all sides of piping and wires; bottom, sides and on top. The fines from rock saw excavations may be acceptable as the 3" cushion, get written approval from the general contractor and/or owner prior to using fines as backfill. 6. Remainder of backfill will be approved excavated material or topsoil. Approved material will be free of large rocks (over 2") and building debris. Where electric Wires are buried without pipe, install permanent identification tape 6" above wire. Tape will identify the fact that there are buried electrical tines below. 7. Backfitl trenches and soak with water to assist in settlement. Add Additional backfill as necessary. Hand rake all trenches and adjoining areas to leave grade in condition equal to before installation. Re -level after settlement as necessary, to provide a final acceptable grade. 3.4 IRRIGATiON SLEEVES 1. Provide sleeves for all irrigation tines that pass under paved areas. . Sleeves are to be Class 200 PVC, sized to allow passage of belted ends of all irrigation pipes to be contained, and set below the pavement base material. Extend sleeves at least 12" beyond any curb or pavement lines. if sleeves are installed prior to the installation of irrigation lines, insure that sleeve ends are marked with stakes or other appropriate means of identification. 3.5 PVC PIPING INSTALLATION 1. Every precaution will be taken to prevent foreign material from entering open pipe white it is being placed in the trenches. At times when pipe is not being placed, open ends of installed pipe shalt be plugged. If water enters the trench, plugs wilt remain in place until water has been removed from trench. Do not lay pipe in trenches that are holding water. 2. Do not lay pipe when temperature is 35 degrees Fahrenheit or lower CAPACnY LITRES PER MINUTE o_ so Tao 150 n 2§0 soo. M .toe 450 ,r>o "O Ito t too z 9 x 0 40 m u 3s ao = NOTE_ Dotted lines Indicate n performance reduction at high suction lift. 20 x a Is o 10 f- 6 0 10 20 30 40 50 60 70 aJ 90 10D 110 120 0 CAPACRY GALLONS PER MINUTE am NONE SEEM N ME MEN I 1111110 11 'Lill in Non Wn N HP Discharge Pressure Suction Lift In feet PSI I Neead S' 10' 15' 20' 25' IOLTHH 1 20 _ _ 45.2 37 33 30 69.3 _4$.____.._.4-5._-- 33 30 --••---40 -__ 26 _ 22 ib 40 92.4 15 10 - - - ISLTHH 1-1/2 20 46.2 64 62 60 57 54 30 69.3 53 So 46 42 37 40 92A 35 30 25 19 20LTHH 2 20 46.2 72 70 67 6S 62 30 69.3 60 58 54 " 51 47 40 92A 45 42 37 30 27 50 115.5 23 i6 25LTHH 2.1/2 20 46.2 83 1 80 77 74 71 30 69.3 70 67 63 60 55 90- 50 -9Z.4- vi5s S6-- - 36 -- 52 ........ 28_ ......... -40�V ._...35. ...._ Tested and rated in accordance with Water Systems Council Standards. NOTE: Pumps Installed with a PRO -Source" tank require a 100 PSI relief valve. Pumps installed with a conventional tank require a 75 PSI relief valve. Relief valve must be capable of relieving entire now of pump at relief pressure. CusmmerSenim: 1.98841002MCIAN 1-800.363.NMP(Qw&) wxw.bcrkdeypumps.<om - F r.w ater • DeUran.YA S3115 USA • CDSS63WS 2 3. Thoroughly clean pipe and fittings prior to solvent cementing. Use procedure as outlined by pipe and solvent cement manufacturers. Primer with pigmentation wit/ be used on ALL solvent weld connections, 4. All hydrostatic test shall be made in the presence of the Owner, if required. Trenches may be backfitted at Contractors discretion. Static pressure plus 20 psi must be maintained for 1 hour minimum. Contractor shalt fumish any necessary pumps required for testing. 5. Repair at( deficiencies found at no cost to Owner, the use of expansion type repair couplings will not be allowed. 6. Flush circuit lines with full head of water. Continue flushing while heads are installed beginning with location closest to zone valve. The last head installed in each zone should be the furthest from the zone valve. Install heads after hydrostatic test and backfilling is completed. 3.6 ZONE VALVE, ISOLATION VALVE AND WIRE INSTALLATION 1. Valves wilt be installed in a level position in valve boxes. Center box over valve and install box flush with finish grade. 2. Sufficient pipe lengths between fittings wilt be provided to facilitate future repairs or modifications. Close-by=close fittings will not be allowed. 3. Control wiring will be installed as per numbering system on drawings unless specifically asked to be altered by the owner. 4. Splicing of control wire wilt be permitted in splice boxes only. Splicing in splice boxes wilt only be allowed when distances between valves exceed 500 feet. Provide a 10" expansion curt of wire at each splice, trench corner and at 100' intervals. Wire will be bundled and taped at 69 intervals. 5. The common neutral wire; will be white and the signal wires wilt be an alternate color. 6. Provide one spare wire from the last valve on the mainline to the controller. This wire is to be run to each valve served by that controller, and is to be a separate color than the other wires. 3.7 IRRIGATION CONTROLLER 1. Install controller as shown on the drawings and in accordance with manufacturers specifications. Insure proper grounding on electrical supply and field wiring as per manufacturers recommendations. 3.8 SPRINKLER HEADS 1. Sprinkler heads and piping will be located as shown on the drawings, with adjustments as necessary to achieve proper water coverage. Any significant changes in !head or pipe layout must be reviewed and approved by the Owners representative prior to installation. Unapproved deviations from the irrigation design wilt be the total responsibility of the contractor. 2. Heads will be installed according to manufacturers instructions. Rotary heads are to be installed on triple swing joint assemblies. Alt spray heads are to be mounted on flex PVC pipe as detailed on the plans. All heads wilt be installed perpendicular to finished grades in a consistent fashion to provide uniform appearance and coverage. PART 4 - CLOSE-OUT 4.1 SiTE CLEAN UP 1. Remove all excess materials and debris from the site and dispose of property. All paved areas are to be free from displaced soil or other debris caused by Contractor's work. Landscaped areas wilt be left clean and free of soil and debris resulting from irrigation installation. 4.2 SUBSTANTIAL COMPLETION 1. Notify the Owners representative at least 72 hours in advance of the date for substantial completion. Entire system is to be completed and ready for inspection at that time. Site will be clean. The Owners representative will review the project and wilt prepare a punch list of items to be completed or corrected. These items will be completed and the Owners representative wilt be notified to review these corrections. 2. Coordinate a final walk thru with the owner or owners rep to explain all functions of system 3. The irrigator must provide a maintenance checklist and have the owner or owners rep sign and if he/she won't sign then note date and time and refusal to sign. The maintenance checklist at minmum shatt include: controller manual, seasonal watering schedule, list of parts that require maintenance and the recommended frequency of maintenance, statement that all components have been installed in accordance with all rules and regulations and has been adjusted for the most efficient application of water. 4. The irrigator must attach a "permanent" sticker to each controller showing the irrigators name, license number, telephone number and dates of the warranty period. 5. Provide two copies of. Operation and Maintenance Manual and one complete "as built" drawing of the system. Valves, wire splices boxes, quick couplers and other pertinent items shall have two measurements from permanent fixed objects. 4.3 WARRANTY 1. Fully warrant all materials and workmanship for one year from final acceptance of the project. Limit warranty to repair and replacement of defective materials or workmanship, including repair of backfill settlement. Provide a dated written warranty with Irrigators seat and signature. SEE IRRIGATION DRAWINGS FOR ADDITIONAL SPECIFICATIONS END OF SECTION catalog Number A NPT B C MUNN 1.1 2"NPr - -18.01 _ 16.S7 IOLTHH3 1•1-NPr 16.42 15.04 10LTHH3.57ST 1-11rwrr 17.35 13.29 15LTHH 1.1 IrNFr 19.07 17.63 Is I_11rNPT 16.92 15.45 i V113.575T I-IlrNPT 18.60 14.54 20LTHH 2' NPT 19.81 18,38 20LTHH3 2' NPr 18.22 16.75 20LTHH3.575T 2' NPT 18,91 14.95 25LTHH 2' NFr 20.13 18.69 25LTHH3 2' NPT 18.97 17.50 25L111H3.575T 21NFT )8.91 14.85 Dimensions (in inches) are for estimating purposes only. ftliltalr Customer Sella: I.88&8MKaEr W.W 1.600363•P(Iw[Cy daa - x lox kckypumpS.mm PemdrMW Do( V^Wi5311S tm Water- 3 CESS63N U/011) SCOTT &WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS H adCOTT & WMTE I°"OSP'ITAL COI.LLC L IaTATI, TX 1, %$A C-qui TEXAS REGISTRATION #F 2066 2705 BEE CAVE ROAD, SUITE 300 A�U'S�TIIN, TEXAS 78746 MOON - MAYORAS ARCHITECTS, INC. '""M%% O WR: SCOTT & WHITE MEMORIAL 484-238-8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 512-31"100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCH BOB A. LUNDEEN , AIA 817.735-7026 JACOBS ENGINEERING 777 MAiN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - POD - ORDINANCE #2010.3300 LEGAL DESCRIPTION: LOT 1 BLOCK 1 SCOTT & WHITE HEALTHCARE SUBDMSION S.UBiWus DATE: JUNE 13, 2011 ISSUED FOR I REVISION ? P.� OF • Fh�ij ....................: /. JOEL R. BOCK .. ..9844 1 .% �r+F4',so•��s KEY PLAN: DATE G Llr LtJ B 0%0Pla�ning file co-py$~ DRAWING TITLE IRRIGATION NOTES & SPECIFICATIONS JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER F8W96852 11161 DRAWING NUMBER PRINT DATE Ll 13 W 0 7 no 5 2 3 I 2 JUNE 13, 2011 0 i l C H • o • i•' • � � / • � 1, 1t� y, 11i _ .. _ ..•ac= �-��,��j,�.-�'S� � ����� ,�.: ��. �. ��� '� _ �� .. �w•••w� y ! .` • • , • , • I . . � I f' �` ; , G�r//ri',����il' - � � ��!�ia• .,�_ _ _ �.`•--'-'�7 sicT'-�-, /� i�.� •r �J.9u� __-r.�. I� �•, � n_ ■ ],f,,p .� . . . i ,� i ■ � � ��k/v. "-,^��jy_-'�..■�14.���� .'`'�='_a,..��. 11I;;._.. _ ��_ 1'a'•. ..`. . _ Iw: - � -ti: ...tom'-'_'�-7�� Q •1.1 iy a�------...:--•Ir_-:�� • • � • .a ■ � r• , .. • • ••I� 1 ��.■.1■�1•q c, �y �irS�ICw��r''/f'�i\�>l• . 1 • _ t •• / . • I � •� /; •: l ,`` � •.r II!'I � : -I% G�■ l Ey, r�.��t� a \ ��I � � �.-• � r .. • •�` ' ' \�����.1' •`■r"��"�" r -iw �/ �, r �i►Ir • • r T / ,ram � ` ? e� a ... , FIN MMMIN No 'UNNIN orMwils- I haw vig it 211111 P.- nwoll a ;'� � ` ''•, t ,, � \� ,fir fpl .. /► •► � -` . ` ,' � ♦ ` ` � . , - � t / . \ ..'�. r / . Srn1 /► . - - \ ■ r,. 1 �� �:1 ��"+r�( �/ �' ate_ 9 •�C /,�\\E l ►• 4: �, , "r^ / .._—.� List/ !�I i 4f�aii' .�`�,\ �y� A•• _ �f � /,.-��p�/�= �� a ,!!t.. r 9 �, :. � .'N tea- � ;•, � <.. • �\ 1 e� ,� ` / ..`:._• � ,� �''/-�' � �, . , Len v WE 00 lowt ffisix a • • • - - • • - • ••.�, � � ` .� o r. . i 61 1,s it 3 m<!�♦ r ._ ��� ,-• � • - . • - • - 1 I • - . - • • `` , �:. \ � � ;t„1 ; , 3��'r♦� �'w'w►� A�1;\�,/ ♦1.. ♦ s�'..�i?\�i�i ,,�. � II( - • � / :' . �: ��*" ` -o,�i, � • • 1 , , . - 1 �- I - • . r , , \` `� S 4 ,o ♦ �� �Y3 � , - '/' I�r � �,�.- •�i��"' ---ram , �� : � /I , . �°/,,. �, ��'• • .. .. , ,,V4''.�'�� ►'►ram` �.�c /�� . ��►'♦ \=-'-� . • • i \ .. ` `��� ..,t .r ♦ S �j ` it • ,:k a 10., SCOTT 0-111) 'HiNITE AEALTHCARE SUBDIVISION PLAT LIES WITHIN THE HARLEY WATER IMPACT FEE AREA. 10' INN all"1011"'wPopp- � • ! ! • ! � i7 � ��,•- •:4� \ s. `r\`���j � .v- �\' , n ��I R���,-�"�_�1� �"���-i�y,.. +��fj I b'+• i'. � •`� • • • : • � • • 1 i� . 00,11. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED no 0 511,211 m WTI `RANT RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC _ 1 MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE 00 COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE TEXAS. DEVELOPMENT SERV CES ZONING INFORMATION: PLAT FILED: THE PDD ZONING FOR THE SITE WAS APPROVED r UNDER ORDINANCE #2010-3300.ilie 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 rev° SWITCHGEARS oin so WASTEWATER DEMANDS BUILDING DATA O.R.B.C.T. OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT Q o / ■■ �, h° PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT �� ;ems `'^�o Q�� �� / VEGETATED DRNE A. �� R, GPM GROSS DRAWiNG.TITLE_ MECHANICAL PRorosEu LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE \\ '� s�F z�Pcc 24' P.U.E. Pusu .�-- -- 2 \ ° SQUARE Height �``� � ACCESS EASEMEN'K3� ��^ m• `� � r 11+IA,DI;IlVIL)M 330 USE Q g t Type Sprinkled PROJECTED CONE of LIGHT DOES NOT CROSS ANY PROPERTY LINE. �y �y°ti EQUIPMENT VOL 10179, Pc. s OVERALL SITE PLAN O.R.ec.T. ^o a,�� FOOTAGE J q•+ y i, 13. ALL FIRE SUPPRESSION ONES SHALL HAVE A LOCKABLE LID ON THE CiIY'S J�� _- yew' / / Hospital 367,664 sf 96` IA Yes ISOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM, SUPPLY THE \ / you EQUIVALENT PROTECTION AS THE AMPRO USA, LI.562 LOCKING LID. ALTERNATE Clinic 150,000 sf 64' ItA Yes LOCKABLE LIDS SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES DIRECTOR \\ g� OR HIS DESIGNEE. \ \ . �d'� ---- 288 \ / / / PARKING DATA JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER F8W96852 11161 A 14. BUILDING PLOT IS LOT 1 BLOCK 1 OF THE SCOTT & WHITE HEALTHCARE �' \\ / / �66,h PARKING USE AREA RATIO SPACES SPACES q SUBDIVISION. ��. \ \ / \\ �' LOT I -BLOCK 4 TYPE REQUIRED. pROVIDED DRAWING NUMBER f-0 ZONING - PDD �h 61.48 ACRES Standard Hospital 143 Beds 2/BED 286 525 i i 287 ! QQ� cS o " \ OWNER-SCOTf &WHITE ZONING -. A-O Standard Chnic 150 000 2 600 624 \ \ s .8:200 ft !� OWNER M.D WHEELER LTD. _ \ n\ Accessible - - 12 56 U► TOTAL: 898 1,205 PRINT DATE JUNE 13, 2011 *� O D -- 10 s� � WATER DEMANDS GPM NIANEWM 520 NHNIMUM 390 AVERAGE 455 10 1 9 1 8 VA R Eli 2 i H 9 F E 12 n _~ I BRICP \ - PAVE WASTEWATER MANHOLE — _ REF. SUBDIVISION PLANS 7 �'-- - 6" PVC KNOWN _ x-------- �z — S8627'OS'E — 8ww s_ j St w _ _ _ _- 8WW --,._ 8WW ` 261,99' 1\ SPIGGOT \ 8Ww 8WW --- — ` — 8" WASTEWATER LINE — W sww pw PLANS REF. SUBDIVISION``— ---- --- - 0.47 AC. CITY OF COLLEGE STATION, '{ERAS \ N 20' PUBLIC UTILTY EASEMf_W1.T WASTEWATER MANHOLE VOL .P.R. PG. 207 \ REF. SUBDIVISION PLANS O.P.R.10' \ I (ITEM 10r) \ \ LEGEND -- -- PROPERTY BOUNDARY — — — — — — — — — EASEMENT OR SETBACK 7 • • • • • • . ' • . • • ACCESSIBLE ROUTE CURB AND GUTTER MONOLITHIC CURB FIRE HYDRANT REF. SUBDIVISION PLANS ACCESSIBLE RAMP BOLLARD N RETAINING WALL O STORM SEWER MANHOLE --� WASTEWATER LINE CO` PROPOSED WASTEWATER MANHOLE — U 19 EXISTING WASTEWATER MANHOLE 0 H U EXISTING OVERHEAD UTILITY N `" O N ,a; EXISTING UTILITY POLE m W co WASTEWATER CLEAN OUT -¢ FIRE HYDRANT WATER VALVE i G� WATER METER wl WATER UNE _ D ono wL¢ FIRE HYDRANT ASSEMBLY A o y QT TRANSFORMER 4CnTc EXISTING CONTOUR ._-----�— 83o -- PROPOSED CONTOUR STORM DRAIN JUNCTION BOX QQ DRAINAGE INLET N C �l CURB INLET STORM SEWER LINE j — — — -- — — — FIRE LANE MARKINGS CANOPY EXISTING TREE f ® CROSSWALK LOT 1 J BLOCK 2 SCOTT & WHITE HEALTHCARE I I VEGETATED DRIVE SUBDIVISION VOL. 10179, PG. 50 O.R.B.C.T. N GENERAL NOTES: 1. A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE RIGHT—OF—WAY. 2. ADEQUATE BARRIERS BETWEEN ALL VEHICULAR USE AREAS AND ADJACENT LANDSCAPE AREAS, SUCH AS A 6" CONCRETE CURB ARE REQUIRED. / N Cf 3. REFERENCE GENERAL NOTES SHEETS FOR SITE PLAN NOTES. 4. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. Il 5. CONTRACTOR SHAD_ FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER ) 9 9 12" WATER LINE THAN 2 a AND RUNNING SLOPES ARE NO GREATER THAN 5%. IF ANY DISCREPANCY REF. SUBDIVISION PLANS ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION, PRIOR TO CASTING CONCRETE. 6. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS AT EACH LOCATION WHERE THE SIDEWALK INTERSECTS THE DRIVEWAYS OR PUBLIC RIGHT—OF—WAYS PER DETAIL N PROVIDED. FIRE HYDRANT 7. CONTRACTOR SHAD_ FURNISH AND INSTAL_ ALL MATERIALS AND APPURTENANCES AS REF. SUBDIVISION PLANS CALLED OUT ON THE APPROVED SITE PLAN. / 8. MINIMUM VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS SHALL BE ` J 14 —0 . CIV 9. PEDESTRIAN WALKWAYS WITHIN PARKING LOT AREAS SHALL BE CLEARLY DESIGNATED i USINGSTRUSTAMPEDD ED, CONCRETE PATTERN WITH AN INTEGRAL COLOR, PER SITECONCTION 10. SCOTT AND WHITE HEALTHCARE SUBDIVISION PLAT LIES WITHIN THE HARt.EY WATER ..� • T IMPACT FEE AREA. 11. ALL ROOF AND GROUND —MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT—OF—WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, — I MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE NJ COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED / APPEARANCE. 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT '�� �� PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT MATCHLINE — CS104 LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 13. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE CnYS ISOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM, SUPPLY THE EQUIVALENT PROTECTION AS THE AMPRO USA, LL562 LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. 14. BUILDING PLOT IS LOT 1 BLOCK 1 OF THE SCOTT do WHITE HEALTHCARE SUBDIVISION. X i M EXISTING RAISED ISLAND 0�\ ---- __ _ — -- _-�`; �lF114ALT _` ` -_ `-1 / \ - "- - - -_ X Ci BRICK _ W PAVERS 0j - --- ROCK PRAIRIE ROAD\ ---! CONCRETE � \ I- S86.27-05•E SCOTT &WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS I H SCOTT & WHITE HOSPITAL INLET PU+ o _wAY -�✓ INLET E0P 8 L RCP1=297.64' S8527'05'E 7 73 i i COLLEGE STATION, TX _ 98WL 60.00' X— --- VOL 1o17s, PG. 50 �— --_ �y --- �- o.P.R.B.C.T. FL 24" RCP=297.19.y 2-24" RCP i SPIGGOT~�' ---- 18 WL '�(' "-------- 2" PVC TM EE � 2s7.o4' -18 WL UNKNOWN 4" RCPJACO \ i ww s S6$ / TEXAS REGISTRATION #F-2966 3, 95'E X - -- -I j - 0y R 2705 BEE CAVE ROAD, SUITE 300 I -- AUSTIN, TEXAS 78746 ' __ --- -- /� / '/� / /, - 6.75 683' — �ARC�HITEC�TSKIN�C� EXISTING 18" ,`j --- EXISTING STORM / i j Ac, WATER LINE PROPOSED STORM / / ����//' HEADWALL —` "1'S� (� CITY o UBLIC ECE STATION, TEXAS // / / i OWNER: 2 'PUBLIC UTILITY EASEMENT DRAIN JUNCTION BOX _`/ f ' � / VOL OP.R.B.C.T. C T. 207 .P / i SCOTT & WHITE MEMORIAL (ITEM tor) aNLY ONLY/ /484-238-8982 '� / / / /i,( L /C�P� / i 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: CAUTION! i JOEL R.. BOCK, P.E. #98441 �ll / ABOVE AND BELOW 5JACOBS ENGINEERING -3 14-3100 / GROUND GAS UTILITIES i 2705 BEE CAVE ROAD, SUITE 300 -q,K AUSTIN, TEXAS 78746 ABOVE GROUND i \ �o c� / /% ,✓/fj/, / / / GAS PIPE ARCHITECT: / BOB A. LUNDEEN , AIA J�' I 7, � Q �. / // / / i 817-736-7026 JACOBS ENGINEERING ONLY ONLY w \" ��,� y / / / / i 777 MAIN STREET FORT WORTH, TEXAS 76102 10 SCOTT & WHITE SITE 37.12 ACRES ZONING PDD - ORDINANCE #2010.3300 \ \ 30 \X/ \ \\ 00° i II <, 2 / / / !//�� / / \ , \ `� °.p,'�o 1 LEGAL DESCRIPTION: �F9 i LOT 1 BLOCK 1 /° /rELE / °pesq°Fss SCOTT & WHITE HEALTHCARE SUBDIVISION > SUBMITTAL DATE: PUBLIC IMPROVEMENTS \ �\ / / / / / Aj/% / / / / / \ \ \ \ \ i JUNE 13, 2011 CONSTRUCTED PER APPROVED \� / / \ 19 ISUBDIVISION CONSTRUCTION \ / / �// �/ / / �` i / / / / r`�' � � i ISSUED FOR REVISION DATE E DOCUMENTS FOR SCOTT & \ \ WHITE HEALTHCARE SUBDIVISION wR VIE WED FOR' od 300 - 12W � /�/ // ` i OMPLIANE , 2 i JUN 16 2011 j OT & WH TE HEALTHCARE 1 �� EGE .� ON SCOTT SUBD VISION i NIGINEERING fDELTA=993'07' / / /� / / /aktry� / / / ' VOL. 101 , PG.'50 i 0 15' 30' 60' R=565.00` L=90.91' / / /�/ / / 9 / / , O.R.B C.T. i CB=NOS 09'29"E iSomali CH=90.81' / / / 2 f / / / / ,/ /// / / �/ / f '- �� i SCALE: 1" = 30' . 1 LIMIT OF / / / / ' // / % / / LOT 1 BLOCK 1 � f i PK.°,.°...,, /f / / / / / / �% ro SCOTT & WHITE HEALTHCARE r,, LOT 1 BLOCK 1 , / // i ' / / / / / SUBDIVISION * ; * j '� i....:.....................:....1 /TEIE / VOL. 10179, PG. 50 � JOEL R. BOCK ?`••`" man/ l / / �� I 1 PROPOSED 48—INCH KEY PLAN' \"` �,,.......,,,G RCP STORM LINE i 3'5W07`W 460.77' / DELTA=4!02'17' R=565.00' / / , / / / / / I _� am CB=N14747'11ftftT m-saw"Sommommann( 50 BVILDI G 1 ( i z RAISED ISLAND %/ — --- / / / SETBACK ! I 1 \i X // / :� / Z / . /--� �` PROPOSED STORM f M. _... / / / / j DRAIN JUNCTION . BOX --__ ' i 7 10' CURB INLET / /`� '"` --- 1 ' i / �isiriarrirrra•>•�r�1r1rarrr >.rrrrrtrr�rr tale �i M mM �a�wi>s' i >•� =�r�irrrrrrrs� ^� MATCHUNE - CS104 cP+2' 1=1343 _.. ► Mar wMPLIANCE JUN. 15 2011 COLLmGt 6.i ln: ,. e()j� DEVELOPMENT SERVICES PLAT FILED. _ DRAWING TITLE SITE PLAN "A" JACOBS PROJECT NUMBER F8W96852 DRAWING -NUMBER u I TDSHS PROJECT NUMBER 11161 n CS1 02 ti� 0 -5 El 3 PRINT DATE JUNE 13, 2011 2 1 10 I 9 I 8 I 7 I 6 5 I 4 I 3 I 2 1 N 00 i r- SSMH SSMHLu f X --_ y_ OH U - -- OHU =--_ GAS ---____ — H ' - ~ --- --- - �HU `bH ,�-� GAS --- GAS \ ``' EXISTING RAISED MEDIAN i -- -- OHU- -_ pHU - -- OHU �� GAS ----- GAS _-%` cM-K OHU-------- pH H OHU HU------_`OHU_~ FL=301.55' f� ®TJB BRICKPAVE\ �'- -"' — --__ _ _ --J��Z-------�Hl ---�__-------- i �/ f BRICK >//�� 1 OH H .yam -------- PAVERS ,30 BRICK L-_ "� OH OHU X ---- X� i GPS \ `J PAVERS ROCK PRAIRIE ROAD a,I - CONCRETE GAS ------ GAS M� ~� "AS'.'--------- GAS DISTANCE TO SCOTT & b GAS -- -GAS i — TOP EL=303.15 WHITE DRIVE 39.0' f S86'P7'05" 30.0 i Gp5 3a3 EL L=299.70' E 4 r 860.07 \ C ,�► \ 21" RCP i RCP ", ¢ TOP EL=304.35' DISTANCE TO MEDICAL AVENUE i 0 —Td8 _ --- _ E=300.561 673.69 vvu� iOHtl----•-_._ 30" RCP---INLE+- i s _ off OHU ONU--� BW�OH (y G — - T5`PU�LIC RI� 15' PUBUCHU . Q at 1T---- p —� �— —' GHT-OF-WAY i R'GM7-OF-WAY / -- _ i UVYL — �r�_� — �---- _ �_ VOL. t0179 PG. :: voL.lot7s,Pc.So !! •O wMj _„_ —��--- o. O.P.R.B.C.rti� Oso EXISTING 18" ��- ♦ �' S8 7 5^E w/ucHr W/UNDER — �_--.,'.� --- � -� �`��'—.� �--- _"'.- ---,-- •---�_ ,�� i s ___ ____ ____ WATER LINE p0 ♦ Ui1LITY LINE ONCRETE PAD ~ c /' 0• j j j v,/UNKNOWN unLtrY ~ ' - OHU-----___ 0 / 20' PUBLIC UTILITPQ Y EASEMENT TIE INTO CONCRETE CURB & 20.0 ' 20.00! / - - i VOL O.P.R.B.C.T. 50 1 I _ • 0.0 f SUBDIVISION CONSTRUCTION PLANS, \ S86 275 f GUTTER CONSTRUCTED PER 31 j j • PROPOSED 5 . CURB INLET — i M SCOTT & WHITE HEALTHCARE-- i SUBDIVISION 100.0 0 0, j j 100.000 PROPOSED N \ -' --- i / PROPOSED 5' CURB INLET80 18" RCP STORM LINE' ABANDONED / W/ELEC. METER & -� BREAKER BOX (s / PROPOSED 18" RCP STORM LINE r % PROPOSED CONCRETE CURB zo' PUBLIC 179 P EASE ENT 1 / M / i ! REFERENCE CONSTRUCTION o.P.R.B.C.T. 1 "' o I DETAILS - SITE. `- \ F / PROPOSED 4 STORM o DRAIN MANHOLE o / PROPOSED\ + \ i doh PROPOSED CONCRETE CURB p6 RAISED LANDSCAPED ISLAND 0 331 i n ) LOT 2 / REFERENCE CONSTRUCTION BLOCK 1 DETAILS -SITE. ; ` LEGEND GENERAL NOTES: SCOTT & WHITE HEALTHCARE 1. A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY. i SUBDIVISION PROPOSED , '~ -- - PROPERTY BOUNDARY i VOL. 10179, p1 r 2. ADEQUATE BARRIERS BETWEEN ALL VEHICULAR USE AREAS AND ADJACENT PG. 50 5 CONCRETE SIDEWALK (TYP.). 5.00' TYp. ^3 / - - - - - - - - - EASEMENT OR SETBACK LANDSCAPE AREAS, SUCH AS A 6" CONCRETE CURB ARE REQUIRED. O.R.B.C.T. � REFERENCE CONSTRUCTION �.... DETAILS - SITE j� • • • • • • • • • • • ACCESSIBLE ROUTE 3. REFERENCE GENERAL NOTES SHEETS FOR SITE PLAN NOTES. 1 I { PROPOSED j j \ CURB AND GUTTER 4. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. E i ACCESSIBLE RAMP TYPE 1 W j j \ MONOLTHIC CURB 5. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING i ( - REFERENCE CONSTRUCTION N j j r I CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER DETAILS - SITE. r I o ACCESSIBLE RAMP THAN 2X AND RUNNING SLOPES ARE NO GREATER THAN 5%. IF ANY DISCREPANCY \ i o y j o LOT 1 ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION, PRIOR TO CASTING �� o m BOLLARD CONCRETE. \ j � V c BLOCK 1 RETAINING WALL 6. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS AT EACH LOCATION WHERE THE j .� / SCOTT &WHITE HEALTHCARE SIDEWALK INTERSECTS THE DRIVEWAYS OR PUBLIC RIGHT-OF-WAYS PER DETAIL i 0 j "` > --_ SUBDIVISION O STORM SEWER MANHOLE PROVIDED. -`VOL. 10179, PG. 50 WASTEWATER UNE ca -0,R.B.C.T. �� 7. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND APPURTENANCES AS ko� ; _P PROPOSED WASTEWATER MANHOLE CALLED OUT ON THE APPROVED SITE PLAN. \ ` _ N ~� _ EXISTING WASTEWATER MANHOLE 8. MINIMUM VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS SHALL BE tj0 j �- 0 H U EXISTING OVERHEAD UTILITY 14'-0". D POSSIBLY�\ \ / \ \ '� j w�Ek COVERED PROPOSED CROSSWALK �`- EXISTING UTILITY POLE LIMIT OF 9. PEDESTRIAN WALKWAYS WITHIN PARKING LOT AREAS SHALL BE CLEARLY DESIGNATED i WELL > ` / REFERENCE CONSTRUCTION j j LOT 1 BLOCK 1 CO • WASTEWATER CLEAN OUT USING STAMPED DYED CONCRETE PATTERN WITH AN INTEGRAL COLOR, PER SITE j L. DETAILS - SITE. j �••�" FIRE HYDRANT CONSTRUCTION DETAIL 10. SCOTT AND WHITE HEALTHCARE SUBDIVISION PLAT LIES WITHIN THE HARLEY WATER WATER VALVE IMPACT FEE AREA. �o WATER METER 11. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT. SHALL BE SCREENED PROPOSED \ WL WATER LINE FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC' �-- ACCESSIBLE RAMP TYPE 1 WL FIRE HYDRANT ASSEMBLY RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT, i REFERENCE CONSTRUCTION i j �` 1 MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE 4- DETAILS - SITE. ) �- "� ! j TRANSFORMER COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED EXISTING CONTOUR APPEARANCE. J S�e�sR, j 8,30 PROPOSED CONTOUR 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION. 7.10 5.00 TYp, j \ OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT 6" C j � STORM DRAIN JUNCTION BOX PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT � o LINK OWN LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE 6" VC � PROPOSED 18" RCP STORM LINE . 0 DRAINAGE INLET PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. ` F=k CURB INLET STORM SEWER LINE 13. ALL FIRE SUPPRESSION IJNES SHALL HAVE A LOCKABLE LID ON THE CITY'S ISOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM, SUPPLY THE 23' PUBLIC ACCESS EASEMENT FIRE LANE MARKINGS EQUIVALENT PROTECTION AS THE AMPRO USA, LL562 LOCKING LID. ALTERNATE L VOL 10179, i PG. 50 LOCKABLE LIDS SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES DIRECTOR O.P.R.B.C.T, o — '� �` -- CANOPY OR HIS DESIGNEE. CONTRACTOR TO COORDINATE PROPOSED BUILDING PLOT IS LOT 1 BLOCK 1 OF THE SCOTT & WHITE HEALTHCARE REMOVAL AND RELOCATION OF 2 YL 1 4 0 r 0 / 5 CONCRETE SIDEWALK (TYP.). '�` \ SUBDMSION. EXISTING GATE WITH ROCKFORD REFERENCE CONSTRUCTION \ i ENERGY. DETAILS -- SITE f 1 j /j r`' \ o'EXISTING TREE 7882 V,7,7;7722 CROSSWALK \ \ ya : ...... ...: LOT 3 \ M t- N r VEGETATED DRIVE BLOCK 1 o f�� o j i SCOTT & WHITE HEALTHCARE\ 1� S SUBDIVISION _/ ,� c� DRILL AND PROPOSED CONCRETE CURB "' j j ,�, PROPOSED CONCRETE CURB \ VOL. 10179, PG. 50 \ I i ACCESS EASEMENT REFERENCE CONSTRUCTION '�' t ]DETAILS O.R.B.C.T. z ' VOL. 7095 BCT . 66 DETAILS - SITE. j� j I /REFERENCE CONSTRUCTION \ \ \ / - SITE. \ \ lk MATCHLINE - CS105 PROPOSED \ \ \ \ 4' WASTEWATER MANHOLE \ \ \ \ \ \ �����,a—��Qt.����re�rr�ar�������ll��t����i��>•������>.�������w�������a�����>,��.rtnrrn�����i��i��i���r MATCHUNE - CS105 a,--: z a y a NOT RE: UIPED l R JUN .061�11 B.: ENGiNEERIING I REVIEWED FUN .IW JUN. 15 2011 COLLLUt 0 uAI ION DEVELOPMENT SERVICES PLAT FILED: SCOTT & WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS H SCOTT & WHITE HOSPITAL COLLEGE STATION, TX JACO S TEXAS REGISTRATION #F 2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 QP'�OON.MAYORA�$HITECTS, OWNER: SCOTT & WHITE.MEMORIAL 484-238-8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #198441 512-314-3100 JACOBS ENGINEERING 2706 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT: BOB A. LUNDEEN , AIA . 817-735 7026 JACOBS ENGINEERING 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010.3300 LEGAL DESCRIPTION: LOT 1 BLOCK 1 SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: JUNE 13, 2011 ISSUED FOR REVISION KEY PLAN: DRAWING TITLE N 0 15' 30' 60' SCALE: 1" = 30' r �PqE OF . TF'I'k, r.► 5 9� j .......................:....i ��•• JOEL R. BOCK N XZ �r�w�l► Ji , SITE PLAN "B" JACOBS PROJECT NUMBER FSW96852 DRAWING NUMBER G F DATE TDSHS PROJECT NUMBER 11161 A L5i&I "l-, 10 1 9 I 8 7 0 KI PRINT DATE JUNE 13, 2011 2 1 10 9 8 7 6 5 4 3 2 MATCHUNE - CS102 MATCHLNE - CS102 wwwwwwwwwwwwwwwwwwww•wwswwwwwwwwww `=ww _� ww Mw/-) 7)m mmww�www m!pwwww?ww w � `mmwwwwww wwwwwwwwwwwwww ' wwwwwwwwwwww w ww�w �. mww�w wwwww �www 1 '� LEGEND ,�/ 2''Ak � j li/ // LOT 1 \ \ -\ 1 o SCOTT &WHITE MEMORIAL 12-INCH WATER LINE / BLOCK 1 \ , 1 HOSPITAL REF. SUBDIVISION PLANS ( R / 9 2g� % / / WHITE HEALTHCARE PROPERTY BOUNDARY ' ° / i � PROPOSED 4'X4' AREA INLET ` SCOTT SUBDIVlS ONL \ \ \ \ 1 SCOTT,.SHERWOOD AND - - - - - - - - - EASEMENT OR SETBACK N� / / '� 296 \ � \ VOL. 10179, PG. 50 ' 1 �, BRINDLEY FOUNDATIONS H H \ / / O.R.B.C.T. t \ I \ PROPOSED 1 z • . • • • • • • • • • ACCESSIBLE ROUTE / / °� t 48-INCH STORM LINE 1 CURB AND GUTTER 0) PROPOSED 24-INCH STORM LINE ,\ o � � MONOLITHIC CURB ry , , SCOTT &WHITE. HOSPITAL ACCESSIBLE RAMP // /, , , , ACCESSIBLE RAMP TYPE 1 ro COLLEGE STATION, TX BOLLARD REFERENCE CONSTRUCTION I \ 29g ✓ DETAILS - SITE. 15' COMMON AREA , \ �1 RETAINING WALL ^�� 29, / / /Q , L. 10179, PG. 50 ■.....mow. O STORM SEWER MANHOLE `' / , / , / PROPOSED CROSSWALK , 0. R. B. C.T. \ WASTEWATER LINE / , REFERENCE CONSTRUCTION PROPOSED WASTEWATER MANHOLE / CONCRETE CURB &GUTTER / oo� DETAILS SITE \ \ \ 1 I TEXAS REGISTRATION- #F 2966 / \ , \ 1 2705 BEE CAVE ROAD, SUITE 300 / REFERENCE CONSTRUCTION ACCESSIBLE RAMP TYPE 2 � 1 AUSTIN, TEXAS 78746 EXISTING WASTEWATER MANHOLE ry / / DETAILS -- SITE. /r REFERENCE CONSTRUCTION OHU EXISTING OVERHEAD UTILITY / // / AmER • / DETAILS - SITE. -�e; EXISTING UTILITY POLE / / / / / cy 0 O 1 MOON • MAYORAS / / / ACCESSIBLE RAMP TYPE 3 ,�0. -- o G Co. , WASTEWATER CLEAN OUT / / / 1 �` ,IO• 1 (TYP.) \ \ 1 Nv / / / /REFERENCE CONSTRUCTION , �� i / 4 \ o REFERENCE CONSTRUCTION -¢ FIRE HYDRANT - , / / / DETAILS - SITE. ARCHITECTS, INC. WATER VALVE / , 2s� �74 Sf. ��9 Q` `e , 40'o N o DETAILS -- SITE. RAISED ISLAND TYP. ! 1 OWNER: / / o I \ SCOTT' & WHITE MEMORIAL G� WATER METER / / MONOLITHIC CURB (TYP.) / ' ,Q � 74.54 sf, 1. ` N ` 00 II \ wLWATER LINE / / REFERENCE CONSTRUCTION / o• '1 M I 484 238.8982 DETAILS - SITE. / f�, '00- 374.54 sf. Q'`,�lQ + 0 1 2400 S. MST STREET wL FIRE HYDRANT ASSEMBLY / ` / / rn Ap 00, J (�� - O• O ,fy o �`- � � ``'� TEMPLE, TEXAS 76508 �T TRANSFORMER / j / ' rn ,) 23.00' .pJO �, '� ,\O• Q•1 i0 1 \' (�y ENGINEER: ACCESSIBLE RAM �1YPE 2 � N / `-=_� �� (�l'P. ~(T1�P•) � 23.00 �00' \ � 374.S4 s , � � � �O. ( 1 JOEL R. BOCK, P.E. #98441 -8so-- EXISTING CONTOUR REFERENCE CONSTRUCTION/ ------ sso- -PROPOSED CONTOUR / PROPOSED 1co 0' CURB INLET NYP.} (N (Tl'P) '� ` r�� J7 1 512-314.3100 DETAILS - SITE. / / w 23. rp0. .A 4. 4 sf. JACOBS ENGINEERING STORM DRAIN JUNCTION BOX \ / ,"• gj 10 \ N (71'P.) (NP.) 00 �+ cv (NP'} (n'P.) 30.00' (�A00' 1 AUS TN, TEXAS ROAD,874SUITE 300 ❑ DRAINAGE INLET / / 2 :J 1 r �'' ❑ .a [� CURB INLET a , / � / / �� � \ (NP•} ( �P.) (NP•) 2(�0' �. °o. � 1 ARCHITECT: STORM SEWER LINE �y�� / / �4�1 / / �0 a , (TYP,) } (iYF 23.00' 1 BOB A. LUNDEEN , AIA �- s - - - - FIRE LANE MARKINGS / / �05,66' , °- \ `------ •} P•) (11'P,) (n,P 1 JACOBS ENGINEERING F 817-735-7026, 1 PROPOSED 24-INCH STORM LINE ' •}� 1 777 MAIN STREET F . ' �..�/ , � / PROPOSED 5 CURB INLET o • CANOPY °i 00 ' ' . 1 FORT WORTH, TEXAS 76102 / - o � l I SCOTT & WHITE SITE - 37.12 ACRES o EXISTING TREE / 423.87 sf \ ---l N 1 ZONING - PDD - ORDINANCE #2010.3300 7882 FIRE HYDRANT / p0 / \ o ` 1 ti ( \ LEGAL DESCRIPTION: REF. SUBDIVISION PLANS 6 634.41 1 LOT 1 BLOCK 1 CROSSWALK �--/ 5 295 j�s PROPOSED CROSSWALK \ o PROPOSED CROSSWALK 2 f '\ / 2 297 REFERENCE CONSTRUCTION � co �, ` � r� � ` 1 SCOTT & WHITE HEALTHCARE SUBDIVISION 298 _, 29$ DETAILS - SITE ✓ o REFERENCE SITENSTRUCT10N ,�� 1 SUBMITTAL DATE: VEGETATED DRIVE �, / ~� DETAILS \ 2 / / PROPOSED 18-INCH STORM LINE \ �� JUNE 13, 2011 RAISED ISLAND TYP. t PROPOSED 24-INCH STORM LINE 1 95 ,I 7 % 2� ISSUED FOR REVISION DATE E PROPOSED 5 CURB IN 2 i \ PROPOSED 18-INCH STORM LINE o"A•0o\ �� N .Q�, 00 \ •00' . ` � R . 1 9,868.3� sf.' PROPOSED 10' CURB ' INLET ___- N J \ •00, ,��• h N 48 .20 sf. ` , MONOLITHIC CURB (TYP.) E5S \ 23' PU LI EMENT � o N°' \ REFERENCE CONSTRUCTION EA - ,1 �ti ♦�' ♦ / \En \ ` DETAILS - SITE. 10179, PG. / P♦� p� / MONOLITHIC CURB (TYP.) REFERENCE CONSTRUCTION rn `� c �� \ PROPOSED O.R. .C.T. DETAILS -- SITE. \ , . 5 CONCRETE SIDEWALK (TYP.). N ° \ o REFERENCE CONSTRUCTION FIRE HYDRANT o DETAILS -SITE rn / MI / \ (n' •) C RAISED ISLAND TYP. p ' �v 1 LOT 1 BLOCK 1 / .� � � \ / °' o O Q- -- - -- T-ACCESSIBLE RAMP TYPE 1 / / J Vol Q- , Lo REFERENCE CONSTRUCTION \ O ! N 12-INCH WATER LINE DETAILS - SITE. 9 ���l N 6 s \ - s s3z.o ` 8-INCH WASTEWATER / / / / j / 1 N � ` aD `\� \ � \ `9s\ 9 sf. WASTEWATER MANHOLE /01 i o ACCESSIBLE PARKING o y�. ��\ 2S, p0, o' � i o REFERENCE CONSTRUCTION DETAILS -- SITE. O / / '0 % �•,� �� 1 M o. .O / 00 y00 OAR'00 PROPOSED e ,G�. 4. 1�Q RAISED �s :� 24-INCH STORM LINE , ` N ED ISLAND TYP. / �,�. 0 15 30 60 MONOLITHIC CURB (TYP.) \ PROPOSED 10' CURB IN /X ��f� '•so 1 REFERENCE CONSTRUCTION �\ / / 1 '��� �� RIBBON CURB (TYP.) 1 SCALE: 1" = 30' u? DETAILS - SITE. \ WASTEWATER MANHOLE90.35 s / / ' / � / 5 � l . ' REF. CONSTRUCTION -� F.PgDETAILS SITE. � ACCESSIBLE RAMP TYPE 1 \ Ge9 Q, �y�, �� \ ,�P•t.,,....... F'�1�1 REFERENCE CONSTRUCTION ���; 0� �, �rl' j j / 10 CURB TRANSITION 8. \ \ e°��e�• Q / / rn REFERENCE CONSTRUCTION / 0 \ DETAILS -SITE. z� �, / O 0 / \ DETAILS -SITE �......JOEL.R BOCK ....� \ � \ ^a 1 s,� ' PROPOSED CROSSWALK 9 O "� / ��' o o � 98441 .......... ,�® 4 / REFERENCE CONSTRUCTION a 8-BIKE RACKS 1 o , ,�. / / � � o REF. CONSTRUC i ION / .����Jo, �yQ�N \ •a0 DETAILS -SITE BOO _ 1�FssNs..�a� l _ ` ` ♦ , DETAILS SITE. FIRE HYDRAN` p' ` / �` 5' CONCRETE SIDEWALK MID 1 T p. � % I ) 1 KEY PLAN: REFERENCE CONSTRUCTION DETAILS - SITE i 9. a' �� �/ �' �Q� 0 o / �40 i ACCESSIBLE RAMP TYPE 1 1 (N •} / •OO, \ \ , / 1 may,REFERENCE CONSTRUCTION DETAILS - SITE, PROPOSED 24-INCH STORM LINE 23,008 o \ off'/ / '�'' . WHEEL STOPS (TYP.) j� y WITH PLUG 2 BOC \ \ // 0 t.o REFERENCE CONSTRUCTION DETAILS - SITE.1- CLINIC 1 PROPOSED 10'CURB INLET I �N► \ \ ` 00\ /� 1 M � PROPOSED 36-INCH STORM LINE 191 0 B \ ) 8,934.61 �. \ \\ Z \ / /00 �-+ J i ' � / ^; , FIRE LANE \ y PROPOSED 12-INCH STORM LINE �\ Ito LOT i Noo / ,� f /� / / /r ,� �O� ` \ PROPOSED 12-INCH AREA DRAW \ • a I BLOCK 1 a� a� 9. o / \ \ . � ' :�=-.� t \ / / / / / / I ♦ PROPOSED 3 x10 STORM JUNCTION BOX \ 1 1I \ h/ SCOTT &WHITE HEALTHCARE `�' �pj oo .� '} �' / �� / / C, 1) PROPOSED 30-INCH STORM LINE z SUBDIVISION ,1 \ r q �• / / �\ \ 1 \ VOL. 10179, PG. 50 ��oJ W. cM MONOLITHIC CURB (TYP.) \ 1 0 PROPOSED 12-INCA STORM LINE 1 O.R.B.C.T. N PROPOSED REFERENCE CONSTRUCTION -INC / / �, �, O 1 a 24-INC H STORM LINE DETAILS - SITE. rr 3 \ / �.. `, l\ F� �a 8-INCH WASTEWATER �•�(pa / D •00 DRAWING TITLE Fy ( ACCESSIBLE RAMP TYPE 1 REFERENCE CONSTRUCTION DETAILS SITE. ��� w"Mwj_ivifi�f wwww-� ---w�'wrfi -�.c� w�1�.`iif•w :.w ,:i_a'�i `wi.ww - SITE PLAN „ MATCHUNE - CS106INVE GENERAL NOTES: 6. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS AT EACH LOCATION WHERE THE SIDEWALK INTERSECTS OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE F ;,.' " x�'�^ ,THE DRIVEWAYS OR PUBLIC RIGHT-OF-WAYS PER DETAIL PROVIDED. COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER 1. A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY. COMPLIANCEPL 1 A � 7. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND APPURTENANCES AS CALLED OUT ON .THE 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED '? r r ?� D. F$W96852 111161 A 2. ADEQUATE BARRIERS BETWEEN ALL VEHICULAR USE AREAS AND ADJACENT LANDSCAPE AREAS, SUCH AS A 6' APPROVED SITE PLAN. DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO I r s-1 JUN 'i 6 r p 11 TIN 5 CONCRETE CURB ARE REQUIRED. FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER 2 1 DRAWING NUMBER 8. MINIMUM VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS SHALL BE 14'-0". THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 0 ;-9' 3. REFERENCE GENERAL NOTES SHEETS FOR SITE PLAN NOTES. (� ,},�� C 0 L � � `"� � s� + � � "' 9. PEDESTRIAN WALKWAYS WITHIN PARKING LOT AREAS SHALL BE CLEARLY DESIGNATED USING STAMPED DYED 13. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE CITY S ISOLATION VALVE. THE b. t l GOLLLUt `'' I`wI CA CS1 04 4. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED: CONCRETE PATTERN WITH AN INTEGRAL COLOR, PER SITE CONSTRUCTION DETAIL. LOCKABLE LID SHALL, AT A' MINIMUM, SUPPLY THE EQUIVALENT PROTECTION AS THE AMPRO USA, U-562 ❑ 44 ENGINEERING DEVELOPMENT SERVICES LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES NOT RPIT.ARED PLAT FILED: 5. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR 10. SCOTT AND WHITE HEALTHCARE SUBDIVISION PLAT LIES WITHIN THE HARLEY WATER IMPACT FEE AREA. DIRECTOR OR HIS DESIGNEE. SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER THAN 2% AND RUNNING SLOPES ARE NO GREATER THAN 5%. IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION, PRIOR TO 11. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED 14. BUILDING PLOT IS LOT 1 BLOCK 1 OF THE SCOTT & WHITE HEALTHCARE SUBDIVISION. PRINT DATE CASTING CONCRETE. SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET JUNE 13, 2011 10 9 8 7 6 5 4 3 2 A 10 9 8 7 6 5 4 3 2 1 MATCHLINE - CS103 MATCHLJNE - CS103 - rw www ww wwwwwwwwwwwwwwwwwwwwwwwww�ww wwwwaFww w �Tw pww.4 wwwwwwwwww�n�wwwwwwwwwwwwwwwwwwwwww�wwww�wwwww�wwwwwwww�wwwwww�wr�wwwww�wwwwwwwwwwww� 00, 1 � LOT 2 ,♦\ 8-INCH WASTEWATER 1 I \ BLOCK 1 I' LI\ \ SCOTT & WHITE MEMORIAL 1 \ \ a- SCOTT &WHITE HEALTHCARE + �i ���� 5' STORM DRAIN MANHOLE \ \ \ HOSPITAL U 1 SUBDIVISION •, ♦ , \ / ® SCOTT, SHERWOOD AND i 1 \ VOL. 10179, PG. 50 ; 0 \ \ �% H H Z 1 \�'s 0 R.B.C.T. 18-INCH RCP STORM LINE / / ; \ \ BRINDLEY FOUNDATIONS �. \' \ LEGEND Y 4 WASTEWATER MANHOLE \ \ - PROPERTY BOUNDARY � � � � 23 P�J%BLI 10179, ASPG EASEMENT /VOL. .B..T. \ \ - - - - - - - - - EASEMENT OR SETBACK SCOTT & WHITE ,HOSPITAL. 1 \ 1 5' CONCRETE SIDEWALK MID ). �,� � �, �•' r � % \ \ ............. ACCESSIBLE ROUTE COLLEGE STATION, TX \ 48-INCH STORM LINE REFERENCE CONSTRUCTION / � +• w' f \ 1 DETAILS - SITE �„� / o �R30.0 \ 1 \ I'll C' \ CURB AND GUTTER 1 \ 4'X7' STORM BOX "� �j �- `"ti" +► M4 _ - - j \ � \ I � � _ � / \ MONOLITHIC CURB 3 ` ♦ \ ACCESSIBLE RAMP I ACC)Bw MONOLITHIC CURB TEXAS REGISTRATION #F 2966 1 REFERENCE CONSTRUCTION / ^�� / 37 a ♦♦3 4 ♦♦ �, \ BOLLARD 2705 BEE CAVE ROAD SUITE 300 �DETAILS - SITE. � RETAINING WALL AUSTINj l °' ; ` 1 I ♦ � \ � \ , TEXAS 7874$' 1 \ O� 372 I� ♦♦ ♦♦ �` �\ O , ` Os STORM SEWER MANHOLE 1 1 \ \ACCESSIBLE RAMP TYPE 2°o. �'----�--ww mooN nnaYQRAS. O �� ♦ ♦ �, O WASTEWATER LINE REFERENCE CONSTRUCTION -'� 3� 3�4 ♦ ♦ �' / PROPOSED WASTEWATER MANHOLE ARCHITECTS, INC. \ \ DETAILS - SITE. 1 ♦♦ / EXISTING WASTEWATER MANHOLE \ 310 MONOLITHIC CURB 13 ♦♦ \ OHU EXISTING OVERHEAD UTILITY OWNER: I 8-INCH WASTEWATER LINE • • , REFERENCE CONSTRUCTION FIRE LANE SCOTT & WHITE MEMORIAL ♦ ♦-- EXISTING UTILITY POLE 4-238-8982 309 �y , DETAILS - SITE. LIMIT OF LOT 3 / co , WASTEWATER CLEAN OUT 2400 S. 31ST STREET \ 1 / ♦ -'-♦ LOT 1 BLOCK 1 BLOCK 1 / TEMPLE, TEXAS 76508 1 \ 3 ��' , _-- �♦ ♦♦ \ SCOTT & WHITE HEALTHCARE" FIRE HYDRANT 08 3 UBLIC AC SS EAST T r �-- SUBDIVI$IOI� o WAS y�yE ENGINEER: 1 0 \ I \ L. 10179, PG. 50\ / ♦♦ \ VOL. 10� 79; PG. 50 WATER METER JOE! R. BOCK, P.E. #98441 512-314-3100 07 O.R.B.C. . , / 12 ♦ \ �-O.R.B.C.T. wl WATER LINE JACOBS ENGINEERING O`" - -- wL---¢ FIRE HYDRANT ASSEMBLY 2706 BEE CAVE ROAD, SUITE 300 4" WASTEWATER MANHOLE 3p ♦ LOT 1 / ♦ ♦ / AUSTIN, 1 , 6 i OCK 1 ♦ ❑ TEXAS 78746 �- -- T TRANSFORMER CO17 & W HEALTHCARE ♦♦ ♦♦ \ \ \ / _ -aso - `EXISTING CONTOUR ARCHITECT: SUBDIVI 11�I ♦ ♦ \ sso -' PROPOSED CONTOUR BOB A. lUNDEEN , AIA 1 10179, PG. 50 ♦ 817-735 7026 ACCESSIBLE RAMP TYPE 1 JACOBS ENGINEERING F 1 \ 304 REFERENCE CONSTRUCTION , O.R.B.C.T. ♦ ♦ �- STORM DRAIN JUNCTION BOX 777 MAIN STREET `I -t ♦ � DRAINAGE INLET FORT WORTH, TEXAS 76102 RIBDETAILS SITE. BON CURB (TYP.} 5 CONCRETE SIDEWALK (TYP.). la �� ♦♦ \ \ / - CURB INLET REF. CONSTRUCTION REFERENCE CONSTRUCTION --` SCOTT & WHITE SITE - 37.12 ACRES 1 DETAILS -- SITE. ` 3 �% PROPOSED 48-INCH STORM LINE DETAILS - SITE - ♦♦ ♦♦ \ ACCESSIBLE RAMP TYPE 1 ''� STORM SEWER LINE 1 ti ♦ REFERENCE CONSTRUCTION FIRE LANE MARKINGS ZONING - PDD - ORDINANCE #20.10-3300 1 5. ' PROPOSED 10'X10' STORM JUNCTION BOX �O . J ` l PROPOSED CROSSWALK ♦ ♦ DETAILS -- SITE. / 9 MONOLITHIC CURB REFERENCE CONSTRUCTION LEGAL DESCRIPTION: .0 , -- REFERENCE CONSTRUCTION CANOPY LOT 1 BLOCK 1 a DETAILS -SITE 31p ♦ \ / SCOTT & WHITE HEALTHCARE SUBDIVISION 1 PROPOSED 2'X2' AREA INLET DETAILS SITE. 1 l \ 1 j`144s PROPOSED 18-INCH STORM LINE 30 R25'00' \ ♦♦ \ MONOLITHIC CURB SUBMITTAL DATE: o \ 8 WHEEL STOPS (TYP.) REFERENCE CONSTRUCTION o EXISTING TREE JUNE 13, 2011 / �\ REFERENCE CONSTRUCTION � \ 7882 w F r'�` i ♦ PROPOSED 3'X8' RCBC DETAILS - SITE. oo• �� \ ♦ DETAILS - SITE. ISSUED FOR REVISION DATE E E 1' / N \ ♦ �0 \ ® CROSSWALK '� ♦ 8-INCH WATER LINE \ ACCESSIBLE RAMP TYPE 1 .� /j 0 \ ♦ �� __ REFERENCE CONSTRUCTION I gOg ♦♦ VEGETATED DRIVE 1 �, �„ \ �♦ \ ♦ 3" WATER METER _" DETAILS -SITE. I o' o �, ♦ \ 40 8-INCH WATER LINE RIBBON CURB (TYP.) ♦ �'� ♦ �00 ♦` ,\ \ \ Q REF. CONSTRUCTION FIRE DEPARTMENT CONNECTION DETAILS - SITE. G 9 \ ^ , �F O� 5' CONCRETE SIDEWALK TYP. PROPOSED`30, � ♦ � ♦ p � ACCESSIBLE PARKING • • � oo, ♦ - � g � r.som� � (TYP.). g o ♦ 1 0 AREA REFERENCE CONSTRUCTION �. ♦ ♦ FtiT ti\ REFERENCE CONSTRUCTION D 24-INCH STORM LINE `L°' , ♦ \\ ♦ L. 0 G. 50 DETAILS - SITE TYP. r �� 3 ,-- ♦♦ ♦♦ ��o�,\ DETAILS - SITE PROPOSED 0. � 0> 0' B. T PROPOSED RC OSSWALK �' ♦ ♦ \ '� 1 36-INCH STORM LINE \ \ ♦ REFERENCE CONSTRUCTION J � -� )06 �� �� (TYP. �GJ 9,25 ♦♦ ♦ �s. _ _ _ N 1 PROPOSED 18-INCH STORM LINE \ ♦ DETAILS - SITE - __ ♦ ♦♦ \ \ REVIEWED _ i PROPOSED 2'X2' AREA INLET 0 \v \\ ♦♦ PROPOSED 18-INCH STORM LINE - O'er♦ OS g. ; ♦♦ sp �s \ f f , REFERENCE MEP PLANS FOR , \ � \ ♦ PROPOSED --` ` JUN 16 2011 1 , 8" DOMESTIC WATER CONNECTION \ ♦ \ ♦ 2'X2' AREA INLET 0 f� �� 5�• RTYP.' . 'l J _-� --� ♦♦ \ =� COLS.. STATION 1 REFERENCE MEP PLANS FOR \ ♦ \ e I e`' 06 _ R25.00 ! \ \ E N G N E RI N � 1 • - 1 8y FIRE LINE CONNECTION & \\ \ \ ♦ - 0 30�•• ��� �� N __ � r A o• ♦♦ 690 0 15' 30' 69 1 6 FIRE DEPARTMENT CONNECTION \ �?' o ___ ,306 1 PROPOSED 5-FOOT CURB INLET \ o 4 S l ACCESSIBLE RAMP TYPE 1 �,. `'' t \ ♦ \\°' ��` ' Q • o ♦ C y. x:: SCALE: 1" = 30' C �-! R3.Ofl _ C J ,... REFERENCE CONSTRUCTION 3 1 PROPOSED 18-INCH STORM LINE t ♦ t\ ♦ ♦ �� mp.) • Q1 o. r'� ♦ DETAILS SITE. 4 C3 REQUIRED � "`,��„or- .,N PROPOSED 18-INCH STORM LINE j - I OX 1 ?o ♦ 0 0 30 RAISED ISLAND TYP. �'5• `1 ♦� _ ♦ ♦♦ \ f - - *:.....................:*. .� 1 •oo, � PROPOSED 2'X2' AREA INLET .o '- � / U�•• R• BOCK / 1 0 \ N �� 3 �� i30S ♦♦ ACCESSIBLE RAMP TYPE 1 _ ; ........................ o :...... I ........... � t �, � � � � MONOLITHIC CURB o ♦ � 9 . �, 10 CURB TRANSITION �� g ,o t R3.00 REFERENCE CONSTRUCTION < - ♦ .. y� ♦ REFERENCE CONSTRUCTION NqT I . n T •� - �t .o • �� �,,� REFERENCE CONSTRUCTION -'- \ TIPS �. _ DETAILS -SITE. - -':i r � y�. I ♦ DETAILS -SITE. 1 �s'''••• •• �G; MONOLITHIC CURB 2 • . _._.� -o � Q � R1 i� '�- � i,� DETAILS - SITE REFERENCE CONSTRUCTION t" / ! lx R3.O0'' ���� r o 5•00 1 DETAILS - SITE. - ' t ___ _ _ ,) PROPOSED CROSSWALK KEY 1 RIBBON CURB (TYP.) _ J t PROPOSED 3'X8' STORM JUNCTION BOX I �b00 7N ♦ REFERENCE CONSTRUCTION ♦ \ Pam` 1 REF. CONSTRUCTION ' ' - o-' I FIRE HYDRANT 1 DETAILS - SITE. i low �' r- , t . Q _ ` o DETAILS -SITE o \ 04 a t ♦ o , O ACCESSIBLE RAMP TYPE 1 '� �$ �. o ♦♦ \ \ � REFERENCE CONSTRUCTION ` r ♦ Ir `' ♦ 0 _ -� wi �o ♦ o ol DETAILS - SITE. .o o' RAISED ISLAND (TYP.) - 'oo, ♦ \ 5, CONCRETE SIDEWALK (TYP.).� 1 ` i�� .� , �-- - - o J OO' y�°c� ♦� 3 yo° �'" ♦ \ REFERENCE CONSTRUCTION «•.� 1 OO t ♦ 0, oo (NP. �j OS ♦ ♦ DETAILS -SITE 6 'O ♦ ♦ \ / 0 1 �' 6' l �� a o 1 5' CONCRETE SIDEWALK TYP.. 1 30 �+2 303 I jo �03 '- 1 I 1 c' �, / ( ) •ClQ 2 PROPOSED 3'X8' RCBC 4 3 O oo, . ♦ / • \ �♦ / _ ,p { _ t REFERENCE CONSTRUCTION \15 s . ` �� 0� �� ♦ \ / 1 1 ; ♦ --3;� r Sf o t ♦ DETAILS SITE O r'A ' > �,� 2 g• 1 ♦ / _ 0 w 1 PROPOSED.,-- o / � t � � � o• � R3.oa .y�°c� � � L s ,,.� \ ICI ) I r `�o ♦ \ \ 15 NE EMENT �' �y• s 15. , 1. ' � 2'X2' AREA INLET � �' �� 'o .�I `� V G. � J s / M 1 � R2g / 00'� ♦ ♦ 302 �\ 1 � .Q(� 1,873. sf. � o'o� O 1p, ' y PROPOSED 10-FOOT CURB INLET `Z - 1 - - 00 - - d \ DRAWING TITLE �5, 0' ` 5 1 p, •A�"� PROPOSED 18-INCH STORM LINE 'O ` `303 `\ ♦ \ \ \ n n 1 - �, o R 0 I a� t PROPOSED lb -INCH STORM LINE sJ -- J �\� SITE PLAN `wwwww' �P�www �w Tiwww�wwwww 'Y�� �rw�wLwwwww ww.ww w w w w wwww�w w w w w wwwwww�w w w�iw �wwwwwwww w ww ww�ilw wwww it ww wwwwwwwwwwwww� MATCHUNE - CS107 MATCHUNE - CS107 GENERAL NOTES: ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL. DISTRICT 14. BUILDING PLOT IS LOT 1 BLOCK 1 OF THE SCOTT & 6. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS AT EACH LOCATION WHERE THE SIDEWALK WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH 1. A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY. INTERSECTS THE DRIVEWAYS OR PUBLIC RIGHT-OF-WAYS PER DETAIL PROVIDED. SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 2. ADEQUATE BARRIERS BETWEEN ALL VEHICULAR USE AREAS AND ADJACENT LANDSCAPE AREAS, SUCH AS 7. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND APPURTENANCES AS CALLED OUT ON A e CONCRETE CURB ARE REQUIRED. THE APPROVED SITE PLAN. 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND 3. REFERENCE GENERAL NOTES SHEETS FOR SITE PLAN NOTES. 8. MINIMUM VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS SHALL BE 14'-0'. NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 4. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 9. PEDESTRIAN WALKWAYS WITHIN PARKING LOT AREAS SHALL BE CLEARLY DESIGNATED USING STAMPED DYED CONCRETE PATTERN WITH AN INTEGRAL COLOR, PER SITE CONSTRUCTION DETAIL 13. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE CITY'S ISOLATION VALVE. THE 5. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. LOCKABLE LID SHALL, AT A MINIMUM, SUPPLY THE EQUIVALENT PROTECTION AS THE AMPRO USA, LL562 CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER THAN 2X AND RUNNING SLOPES 10. SCOTT AND WHITE HEALTHCARE SUBDIVISION PLAT LIES WITHIN THE HARLEY WATER IMPACT FEE AREA. LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES A JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER I F8W96852 11161 A DRAWING NUMBER CS105 i. ARE NO GREATER THAN 57o. IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER DIRECTOR OR HIS DESIGNEE. PRINT DATE FOR SOLUTION, PRIOR TO CASTING CONCRETE. 11. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR JUNE 13, 2011 10 9 8 7 16 5 4 3 2 1 S 10 9 8 7 6 5 4 3 2 1 MATCHUNE - CS104 �It � � nnww_w_ _ w P 'TCN14-� TEWATER MANHLE�SED/HSTORM LINEMo7 , I i 1 r- SCOTT & WHITE MEMORIAL NOLITHIC CURB tl / % 10-INCH PVC LINEREFERENCE CONSTRUCTION ��' / iREFERENCE MEP PLANS 1 0HOSPITAL �o10 �, DETAILS -SITE. �' / \ i ED vH �� r�l,�• o, �"�,�� N N / �ti / / ,�ti /, 2 •0p H AREA DRAIN \ 8-INCH WASTEWATER LINE i SCOTT, SHERWOOD AND \` / 5,786.20 Sf. 1 I BRINDLEY FOUNDATIONS REFERENCE MEP PLANS w H 01�/j/ 0 .�) `- ACCESSIBLE RAMP TYPE 1 1 � _ .... z �� Y REFERENCE CONSTRUCTION ♦ \ _ o LIMIT OF - o PROPOSED 24-INCH STORM LINE `�' r- c� °, / �, ,n : �--''� 10-INCH STORM LINE 1 \� LOT 1 BLOCK 1 RAISED ISLAND (TYP.) _ `� 'r' / J'oo, cat / / ��� .� ► , DETAILS - SITE. 8-INCH PVC LINE 1 0 i\ a s�, o � � / � ,��o• / / � ' 8-BIKE RACKS �� .00L REFERENCE MEP PLANS � SCOTT & WHITE HOSPITAL REF. CONSTRUCTION j PROPOSED 5-FOOT CURB INLET �' / l\ / ����a'i .j DETAILS - SITE. ♦ 10-INCH PVC LINE REFERENCE MEP PLANS I COLLEGE STATION, TX 5 CONCRETE SIDEWALK (TYP.). 1 A `' RIBBON CURB (TYP.) i CANOPY 14' MIN. REFERENCE CONSTRUCTION PROPOSED 18-INCH STORM LINE \ �o ,pr o ACCESSIBLE RAMP TYPE i REF. CONSTRUCTION ° VERTICAL CLEARANCE \ 1 p0 REFERENCE CONSTRUCTION ° / RANCE DETAILS -SITE \ 1 ` \ PROPOSED 24-INCH STORM LINE boo. -y. FIRE HYDRANT / DETAILS -SITE. PROPOSED car DETAILS - SITE. ♦ °° ° MONOLITHIC CURB {�tYP°) 1 FIRE HYDRANT \ PROPOSED o 12-INCH STORM LINE --- REFERENCE CONSTRUCTION 1 TEXAS REGISTRATION #F 2966 .0 0 ���`� DETAILS - SITE. REF. SUBDIVISION PLANS 10--FOOT CURB INLET ✓�+ / / / N v ,* "� PROPOSED CROSSWALK \ 1 2705 BEE CAVE ROAD, SUITE.300 • �i <\ / �/ REFERENCE CONSTRUCTION PROPOSED , 1 AUSTIN, TEXAS 78746 PROPOSED 24-INCH STORM PLUG • g, a1 / / �� 0 ` DETAILS - SITE 12-INCH AREA IN I 6-INCH WASTEWATER LINE REFERENCE MEP PLANS 1 •� / 10' CURB TRANSITION t 1 MOON • MAYORAS � � MONOLITHIC CUB � / / � \ �` 8-INCH WASTEWATER L{NE ♦ \ ,y° j� - \ REF(=RENCE CONSTRUCTION ` v REFERENCE CONSTRUCTION \ ` ARCHITECTS, INC. \` DETAILS - SITE. PROPOSED 24-INCH STORM LINE / �/ / "� �� . PROPOSED •� .• DETAILS - SITE �I LOT 1 \ j 30-INCH STORM LINE s BLOCK 1 1 OWNER: 8-INCH WASTEWATER LINE � / / / �� j r.. \ 0 , \ RIBBON .CURB (TYP.) 9> ° / �`L� �� PROPOSED 3'X7' STORM \ REFERENCE CONSTRUCTION \ SCOTT`& WHITE HEALTHCARE 1 SCOTT & WHITE MEMORIAL 12-INCH WATER LINE l / / j/ : / �1 / JUNCTION BOX •o \ DETAILS - SITE. ,SUBDIVISION 1 2400484-238-8982 31ST C' VOL. 10179, PG. 50 1 2400 S. 31ST STREET ♦�// �1 �luo, �� ♦ ;� \ 6-INCH WASTEWATER LINE REFERENCE MEP PLANS O.R.B.C.T. 1 TEMPLE, TEXAS 76508 �! ♦ �� , 1 ENGINEER: 9 \ ` ` / .o . �/ �� WHEEL STOPS (TYP.} 10-INCH PVC LINE REFERENCE MEP PLANS 1 JOEL R. SOCK, P.E. #98441 O 23` PUBLIC ACCESS EASEMENT s� 25.0 PG. 50 i �, REFERENCE CONSTRUCTION r�A ! \ rn. �` \ \ 10' CURB TRANSITION . \ HOSPITAL \ 1 512-3143100 VOL. 101 �9, h DETAILS SITE. JACOBS ENGINEERING \ O.R.B.C.T. ` 2�• �,. • / ya i $ `I j \ REFERENCE CONSTRUCTION �o�e�ocK i F F E 3 0 0, �i �i' \ 1 2705 BEE GAVE ROAD, SUITE 300 , j ,� \ f , DETAILS - SITE SCOTT & wHl 2 AC HEAETHCARE 1 AUSTIN, TEXAS 78746 W , Op RIBBON CURB (TYP.) j \�� \ sJODJ, oN ACCESSIBLE RAMP TYPE 1 1 \ / REF. CONSTRUCTION J , j ACID NEUTRALIZATION TANK VOLoP'R).�G'.50 REFERS WASTEWATER MANHOLE / NCE ' CONSTRUCTION 1 ARCHITECT. Z DETAILS -SITE: \ DETAILS - SITE. BOB A. LUNDEEN , AIA F ��a \\ , a j \ FIRE HYDRANT 2 1 r % \ 6-INCH PVC LINE REFERENCE MEP PLANS \ 1 j 00 1 JACOBS ENGINEERING � � ' S. // N� /� PROPOSED 5-FOOT CURB INLET p :J �� ` 8-INCH PVC LINE 5 CONCRETE SIDEWALK � F l / i \ / q• .� j 1 NE REFERENCE MEP PLANS \ EWALK (TYP.). 1 777 MAIN STREET REFERENCE CONSTRUCTION 1 FORT WORTH TEXAS 76102 \ ® � � � PROPOSED 18-INCH STORM LINE • � 5' CONCRETE SIDEWALK ' 25. • � L j � TW 300.50 � (TYP.}. � DETAILS SITE PROPOSED 24-INCH STORM LINE i FS 296.75' :1 \ REFERENCE CONSTRUCTION 1 SCOTT & WHITE SITE - 37.12 ACRES \ �� w •01 / j �'� i ♦ j DETAILS - SITE \ 1 \ e �� \ +� .� ! o PROPOSED 18-INCH STORM LINE 12-INCH WATER LINE � ♦ „r ` � �♦ TW 300.50' � SUMP PUMP � \ \ 1 ZONING - PDD - ORDINANCE #2010�300 �, `moo 01 ♦ PROPOSED 10-FOOT CURB INLET j�� , p FS 2 7.00 ACCESSIBLE PARKING LEGAL DESCRIPTION: \ C 6-INCH PVC LINE REFERENCE MEP PLANS REFERENCE CONSTRUCTION LOT 1 BLOCK 1 o �• < \ ♦ ACCESSIBLE RAMP TYPE 1 � � � \ DETAILS -- SITE (TYP.) 1 SCOTT & WHITE HEALTHCARE SUBDIVISION �� TW 300.50' 6-INCH WASTEWATER LINE REFERENCE MEP PLANS �� \ ♦` op ` 3.00' REFERENCE CONSTRUCTION �'�\ FS 296.75' SUBMITTAL DATE: \ ti DETAILS SITE. 12-INCH PVC LINE . REFERENCE MEP PLANS \ FIRE HYDRANT ���i JUNE 13, 2011 MONOLITHIC CURB I ,� ��, \\ ♦ PROPOSED CROSSWALK I `L WASTEWATER MANHOLE MONOLITHIC CURB \ � 0 E REFERENCE CONSTRUCTION \ 1p o ��, FlRE DEPARTMENT CONNECTION ISSUED FOR REVISION DATE c DETAILS SITE. ? ` 00w ��, REFERENCE CONSTRUCTION \ REFERENCE CONSTRUCTION E \ DETAILS - SITE ♦ \ DETAILS - SITE. \ \� `�` jj � \ \ MONOLITHIC CURB j °�' 1 ♦j CONCRETE RETAINING WALL TO REFERENCE CONSTRUCTION \ 8-INCH WASTEWATER LINE BE CONSTRUCTED PER PLANS \ DETAILS - SITE. • • 1 \ w� �\ \� cs� L j �'� j� TW 297.25' �� TO BE PREPARED BY OTHERS \ \ �� • R3.00' ♦ \� \ `�,� j ���� I FS 296.75' ♦� `♦ \ `! 8-INCH WASTEWATER LINE \\ ♦ j j °� RAISED ISLAND'25 \ \Loa Q j y �, PROPOSED 12-INC 5' CONCRETE SIDEWALK ` >, � j 9 J �� !o � �$ �, \ H STORM LINE \ � j j j1 REFERENCE CONSTRUCTION c> > \\ f i�Q'��' I l `, `� + GREASE 1 DETAILS -SITE `�� ' , \ o \ y1 j ro j Ike E INTERCEPTOR \ REFERENCE MEP PLANS FOR o r1 10 j �.000 �'00 N•%J 6" FIRE LINE CONNECTION & \ °'• o V a � ACCESSIBLE RAMP TYPE 1 \ J I 1 j �� �� 8" FIRE DEPARTMENT CONNECTION REFERENCE CONSTRUCTION ' DETAILS - SITE. �� �b \\ > 8-INCH WASTEWATER LINE j� j� opt Dc �� \ i 3.00 j �` �.oJ - `� i 25.000TRASH�`♦ ONFIGU OMPACTOR �N OF PAD ANDSTER j� ..... ,,�, .. FIRE LANE �` y R , t -�, E WASTEWATER MANHOLE 25.00 \ � i � BOLLARDS BE COORDINATED WITH ♦ R25.oa' � \ "� \ \ > •� 6 WL ♦ ° SANITARIAN PRIOR TO CONSTRU ON ♦ 1 �' WED F6 PROPOSED 24-INCH STORM LINE `,�> ♦ j� o j40 r.j J ♦. WL \ ^ 1 \ CoP �A CE REQUIRED 297 \ t PROPOSED i 0-FO(T CURB INLET �;�` 12--INCH WATER LINE 2�` \ \ `�'" 0 rn PROPOSED 10-INCH STORM LINE \ �, ♦ j y 2011 LOT 1 BLOCK 3 \ 4 WIDE CONCRETE FLUME ♦ �'�`� � �� .. ! 00 40 j � 4 WATER METER J \ � \ �, / / w •A � 21 SCOTT & WHITE HEALTHCARE \ REFERENCE CONSTRUCTION \\ \ �♦ �. CUP \ ♦ $I / COLL E STATION � SUBDIVISION DETAILS - DRAINAGE. r ♦ \ > \ j 14 Q,\ RAMP `> \ o� r E INEERI 0 +4 CONCRETE TRANSFORMER `�I R2 / - ND.T P,K)" II 3ED VOL.-10179, Pc. 50 \ _ Ao.♦ \ �, �� J \ FFE 284.00 �, R� , O.R.B.C.T. WASTEWATER MMA�NNHHOL� �� \ l spo� � ♦� 6--INCH WATER LINE 9 PAD 28'X11' �QO �\' � •o� 1 0 16 30' LEGEND \\ M ��\ �' �� Z 10-INCH FIRE IL NE \ _ REF. ELECTRICAL ' GENERAL NOTES. TW 299.50 ! 1 SCALE: 1 = 30 rn ♦ � VEGETATED SCREENWALL �� ?�y, � � \� C - -- PROPERTY BOUNDARY `� \ ♦ j �� TRASH COMPACTOR & DUMPSTER FS 284.00 PER DETAIL TW 306.00' 1. A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY. � \ , G � j j � 2 BOLLARDS OF PAD AND MONOLITHIC CURB TYP. �' � j �. •cPK•°•'°'°'•• F-Igi! 2. ADEQUATE BARRIERS BETWEEN ALL VEHICULAR USE AREAS AND - - - - _ - -" " - EASEMENT OR SETBACK , \ C LARDS TO COORDINATED WIT REFERENCE CONSTRUCTION 1 �'' .. .:s*1+ ADJACENT LANDSCAPE AREAS, SUCH AS A 6" CONCRETE CURB ARE �I SANITARIAN PRIOR TO CONSTRUCTION BULK OXYGEN PAD 27X27'. 1 / * : : * 1# REQUIRED. ACCESSIBLE ROUTE ` ♦ -g \ DETAILS - SITE. \ � \ °� REF. PLUMBING SCHEDULE � ♦ 1 %"""'•"""""° / JOEL R. BOCK / 3. REFERENCE GENERAL NOTES SHEETS FOR SITE PLAN NOTES. CURB AND GUTTER FIRE HYDRANT \ \ � ti�g CONCRETE TRANSFORMER � .� PAD ENCLOSED WITH ♦ 1 / ; 4. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. MONOLITHIC CURB PAD 9.5'X31. BLOCK & METAL FENCE. REF. ti �� � •'• 98g41 ,. wj jol 202 �g0 REF. ELECTRICAL ti� 294 - � ARCHITECTURAL DRAWINGS. 5. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO ACCESSIBLE RAMP f `� Rig• p p, 29 `"` POURING CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS / / CONCRETE GENERATOR \ W SLOPES ARE NO GREATER THAN 2X AND RUNNING SLOPES ARE NO • BOLLARD r' b �S \29:5 1 �6 2� PAD 11 X24 . V EI�I� KEY PLAN: GREATER THAN 590. IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL �"� / �� �� 2 •'='•'�' �'•'•' REF. ELECTRICAL �00 �" � RETAINING WALL ::Sly ::-.' CONTACT ENGINEER FOR SOLUTION, PRIOR TO CASiiNG CONCRETE. > X♦ \ `Z `Z �Ek ' �:;�• O STORM SEWER MANHOLE : \ VEGETATED SCREENWALL y VEGETATED 2 PROPOSED 10--FOOT CURB INLET 6. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS AT EACH LOCATION \ 2' RIBBON CURB ? - �--ww WASTEWATER LINE REFERENCE PER DETAIL TW 297.50 cP0 �4 SCREENWALL �. 1 WHERE THE SIDEWALK INTERSECTS THE DRIVEWAYS OR PUBLIC c�' PER DETAIL PROPOSED i 8-INC RIGHT-OF-WAYS PER DETAIL PROVIDED. CONSTRUCTION r, j H STORM LINE �E i0� PROPOSED WASTEWATER MANHOLE -- •• ..> 0o TW 304.00 DETAILS - SITE ' �Ln \ rko 2g� 7. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND �++� EXISTING WASTEWATER MANHOLE G•� � an APPURTENANCES AS CALLED OUT ON THE APPROVED SITE PLAN. � MONOLITHIC CURB s 0 TW 297.50' B OHu IXfsTTNG OVERHEAD UTILITY � REFERENCE CONSTRUCTION � ��4• � \ \ ti# \ � '� VEGETATED SCREE O � �o• o -•,� FS 285.25' TW 298.50 9 g B. MINIMUM VER71CAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS �---• IXlS1TNG UTILITY POLE DETAILS - SITE. o --- SHALL BE 14'-0". Co. WAa'"TEWATER CLEAN OUT \ \ `b PER DETAIL TW 293.00' d, n°��. FS 284.50 ._---• ---- -�' \ � O Q��Q 9. PEDESTRIAN WALKWAYS WITHIN PARKING LOT AREAS SHALL BE CLEARLY CONCRETE SLOPED HEADWALL 0' G `: • • : :-.-' : `'` ° _ FIRE HYDRANT PROPOSED TRENCH DRAIN DESIGNATED USING STAMPED DYED CONCRETE PATTERN WITH AN \ REF. SUBDIVISION PLANS' 0D'`r `�--'- --- INTEGRAL COLOR, PER SITE CONSTRUCTION DETAIL mod' WATER VALVE Yv>\\ _ - �89_ \ - %cam' = /' 'O •--'^• S 10. SCOTT AND WHITE HEALTHCARE SUBDIVISION PLAT LIES WITHIN THE Qn WATER METER ti •'• "� / CONCRETE FUEL PAD 8'X29'' ' -g2 1 j RAREFY WATER IMPACT FEE AREA. wi WATER LINE o � C'�• � REF. PLUMMING SCHEDULE '�' '� 11. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE "'� --� FIRE HYDRANT ASSEMBLY o�, �`b :• ;:'� �" {' SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM Q ' 0 Ap niCTAN ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET 0 TRANSFORMER .� 20 \0 G. f -/r, _ _•"_.�,_ 1 � 8" BOLLARD '�`�-1 :- NEXT DRIVEWAY 1 D i OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE sao- -- - EXISTING CONTOUR \ ~ �y0 0 239.64' L_ GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING \ �"� 1 REF. CONSTRUCTION f.�-' _ _ TIE INTO EXIST. AN 'E" ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. --------- sso -' PROPOSED CONTOUR ..- _ _ 12. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF 10-INCH STORM LfN/ DETAILS - SITE L,AKEWAY DRIVE _ 12-INCH WATER LINE V STORM DRAIN JUNCTION BOX E �- �'' � JUN � a� SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHTS ��' fr-�= 1 t80_ow� REF. SUBDIVISION PLANS 1 0 Q❑ DRAINAGE INLET �� Q P' SOURCE SHALL NOT PROJECT BELOW AN . OPAQUE HOUSING AND NO 5 --- 1 FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES © CURB INLET 24-INCH STORM LINE ti QG' �' ` = 87"" 10-FOOT CURB NLET JACOB J Gj NU E . , . TDSHS ROJECT NUMBER .{� ---- REF. SUBDIV 1 F �•' 111161 I j A WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF STORM SEWER LINE pip 0�i9 G� .-''�v�OO ISION PLANS 1 I LIGHT DOES NOT CROSS ANY PROPERTY LINE. d' 2 ��' G� i 46 38.7 1 w D i „ FIRE LANE MARKINGS ` \ JO ' �' LEE); 13. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE �, �� ,,,,.-.�M ,--' ' � z. CI Y'S ISOLATION VALVE. THE LOCKABLE LD SHALL, AT A MINIMUM, \ CANOPY \ F:� .! �\\� / _ SUPPLY THE EQUIVALENT PROTECTION AS THE AMPRO USA, LL562 �►�4 N r STORM DRAIN MANHOLE Vr , �____-Ct9--- ��h ' -- CS106 LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY ® cRosswALK t� \ �j ��'v "~ 12-INCH WATER LINE REF. SUBDIVISION PLANS 'f 1 THE COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. --- ` 12-INCH WASTEWATER �5- ',/' REF. SUBDIVISION PLANS _ �--- --"' 14. BUILDING T 1 BLACK SCOTT & \ `� 4 ION P 1 NG PLOT IS LOT 1 OF THE C WHITE \ ,z REF. SUBDIVISION PLANS VEGETATED DRIVE �t�` i STORM DRAIN MANHOLE 2 CONCRETE ELECTRICAL RISER FIRE HYDRANT WASTEWATER MANHOLE HEALTHCARE SUBDIVISION. s \ _� -1 PAD 1.0 X10 -REF.. ELECTRICAL REF. SUBDIVISION PLANS REF. SUBDIVISION PLANS PRINT DATE REF. SUBDIVISION PLANS -�'� JUNE 13, 2011 10 9 g 7 6 5 4 3 2 1 10 9 8 7 6 5 4 3 2 1 MATCHUNE - CS105 — — MATCHLINE - CS105 RIBBON CURB Nrj=_��� a ACCESSIBLE RAMP TYPE 1 •°� . i REF. CONSTRUCTION s01 __- REFERENCE CONSTRUCTION . Q� ,� o. 3 ♦ a '� l 5 CONCRETE SIDEWALK (TYP.). ♦ MONOLITHIC CURB (TYP.) SCOTT & WHITE MEMORIAL to 1 DETAILS -SITE. ' ` DETAILS SITE. `� :1 i 0� HOSPITAL REFERENCE CONSTRUCTION REFERENCE CONSTRUCTION R3.00 DETAILS -SITE 1 3 DETAILS - SITE. 9 N. ( �y 1 t ♦ PROPOSED 10 CURB INLET :1 ° 1 ♦ SCOTT SHERWOOD AND 0 � � � °° TYP.) � I �,o � , H 1 10' CURB TRANSITION , ` 3 ♦ N \ BRINDLEY FOUNDATIONS w REFERENCE CONSTRUCTION �J 12-INCH WATER LINE O0 o H z �{j ♦ ( 1 PROPOSED 18-INCH STORM LINE /- L , 300 PROPOSED i DETAILS - SITE g RAISED � MEDIAN PROPOSED 5' CURB INLET \ toi1 1 r �ti. 3'X8' RCBC PROPOSED 3'X8' STORM JUNCTION °+ DELTA=1 ''10.45' / ,� °1 R3.Oa' �� - o . �\ 10 coMTvioN AREA °°. Z� �� ,41.06 SCOTT & WHITE HOSPITAL PROPOSED _ :::: •°1 o • ° ° �' MONOLITHIC CURB (TYP.) �� CBmN43440.7V ' ° CH=140.70' 12-INCH AREA DRAIN -' = • �` - �� J '�� y o �s 0 R B.C.T. PG. r REFERENCE CONSTRUCTION 'ems, �� / COLLEGE STATION, TX FIRE LANE IHOS [TAL \ �� `'� 1 \ `�s PROPOSED 3'XS' RCBC �A DETAILS - SITE. °o i 2-8" 9 2- ll 5� I I rjl,� 300 L,CL `300 t) ♦ O' BOLLARDS FOR DELINEATION PROPOSED 5' CURB INLET ♦ ` 1 OF AERIAL FIRE } •°°' `� � 0 ' _ d LANE. REF. • . ` � •'�''''''' ACCESSIBLE PARKING RAISED MEDIAN j MONOLITHIC CURB (TYP.) 1 CONSTRUCTION DETAILS -- SITE. 9 2�7 6 REFERENCE CONSTRUCTION __ _ _ + °o o , 1 MONOLITHIC CURB1 ♦ & DETAILS -SITE TYP. - REFERENCE CONSTRUCTION RZoo• °° TEXAS REGISTRATION #F 2966 (TYP.) ro ( ) `Y �• 8 _ o DETAILS - SITE. ♦ti° 2705 BEE CAVE ROAD, SUITE 300 L s 18-[NCH STORM LINE �, / AUSTIN, TEXAS 78746 i REFERENCE CONSTRUCTION • 7 I \,� cz i DETAILS -SITE. ::;: ''� flQ•'���:•.• 1, 0 WHEEL STOPS (1YP.) � 0 4 WIDE CONCRETE FLUME. ti MONOLITHIC CURB (TYP.) �— fr MOON • MAYORA.S REFERENCE CONSTRUCTION REFERENCE CONSTRUCTION �j V PROPOSED 12.--STORM LINE - �_ _ DETAILS -- SITE. REFERENCE CONSTRUCTION ' \ DETAILS - DRAINAGE. g,� DETAILS - SITE. �N / ARCHITECTS, INC. PROPOSED 12-INCH AREA DRAIN ' 7 3 / R1 0 t -- Q FIRE HYDRANT / 0•p0' M e 6 ti 1 PROPOSED 10-INCH STORM LINE \ .. �-- ��o .y 6 2��/ IZ �g� �'l°' PROPOSED INCH STORM LINE OWNER: PROPOSED ' i 5' CONCRETE SIDEWALK TYP. :........:::. N 9 SCOTT & WHITE MEMORIAL TIE INTO EXISTING tip' 484 238.8982 10 CURB INLET ��' 2400 S. 31ST STREET 1 REFERENCE CONSTRUCTION )� •° 0 ° 1 �� o`L 2°'1 18-INCH STORM LINE i DETAILS - SITE `= -' �•` 3. 7 22 / 3.0p' 9• �� `Z �� TEMPLE, TEXAS 76508 • • --- `L REF. SUBDIVISION PLANS _ ° PROPOSED 18-INCH `,�{Q / PROPOSED �� -- �/ i =: t::::=::_ 1 731 STORM LINE , POND 5' CONCRETE SIDEWALK ENGINEER: CANOPY 14 MIN. / 10 CURB INLET 2 JOEL R. BOCK, P.E. ;fA98441 98 `L�� PPE 280.00' TRANSITIONS INTO EXISTING �ti��/ 612-314-3100 1 VERTICAL CLEARANCE 5. 0 '•��'•'=�'� • 2' RIBBON CURB FOR AERIAL ACCESS - , /rA °. / FIRE LANE. REF. ;,� CONCRETE SIDEWALK. REFERENCE / .� JACOBS ENGINEERING CONSTRUCTION DETAILS -- SITE 2705 BEE CAVE ROAD, SUITE 300 i CONSTRUCTION DETAILS SITE, AUSTIN, TEXAS 78746 2-8" BOLLARDS FOR DELINEATION `G 1 OF AERIAL FIRE LANE. REF. $; ' ROCK RIP -RAP FIRE HYDRANT P5 Q°.h ARCHITECT: P' �'. � PROPOSED ° i CONSTRUCTION DETAILS -SITE. ;_� .•': VOl., � � REF. SUBDIVISION PLANS �9• �• BOB A. LUNDEEN , ALA 1 I 30-INCH STORM LINE O i DECONTAMINATION TANK r \ P� �g 817-735-7026 F i 1 PROPOSED �� + / / JACOBS ENGINEERING %� Q 777 MAIN STREET i MONOLITHIC CURB (TYP.) I 1 \� '�2p, J CONCRETE HEADWALL / /,;1 / / FORT WORTH, TEXAS 76102 i REFERENCE CONSTRUCTION r' Q PROPOSED CONCRETE DETAILS -- SITE. + / �� SCOTT & WHITE SITE - 37.12 ACRES i j l I � �_--- SLOPED HEADWALL / G� j / J� GP / \ / ��P / / / J�� / / ZONING - PDD - ORDINANCE #2010-3300 1 PROPOSED � i � LOTS }� ,_ �.-- PROPOSED 12-INCH STORM LINE / BLOCK 1 ``� / -- --- 18-INCH STORM LINE / �G /`n P/ WHITE LEGAL DESCRIPTION: i ~ Ii .0 #of SUBDIVISION LT E / / 'y °� / �Q�G / / LOT 1 BLOCK 1 �t �°'i V 10179, PG. 5 000, /ALUMINUM PICKET FENCE / �� �' / SCOTT WHITE HEALTHCARE SUBDIVISION O.R.B.C.T. / / / �� / SUBMITTAL DATE: � ♦ / � `L REFERENCE HELIPAD LAYOUT / 2011 � PLAN SHEET FOR DETAILS OF JUNE 13, E ` / / / ♦ / / HELIPAD STRIPING AND FENCING ` -- _ 8-INCH WASTEWATER �I �j \ O REF. SUBDIVISION PLANS ISSUED FOR REVISION DATE E �� R3 � � � � / ♦ � E � MONOLITHIC CURB (TYP.) PROPOSED 30-INCH STORM LINE pj> LOT 1 i ♦ `�� �" �/ ��� / 12-INCH WATER LINE REFERENCE CONSTRUCTION 'A \ �ti� /� / BLOCK 6 �,` ♦ DETAILS SITE. 10 CONCRETE SIDEWALK -.�/ // / .SCOTT & WHITE HEALTHCARE 40 . / ` •o , \ REFERENCE CONSTRUCTION / / �°' . ` 10-FOOT CURB INLET SUBDIVISION t�, DETAILS - SITE ti VOL. 10179 PG. 50 •Spy / �� / REF. SUBDIVISION PLANS REFERENCE WATER QUALITY POND O.R.B C O.R.B.C.T. SHEETS FOR ADDITIONAL INFORMATION / 12-INCH WATER LINE D g.o 1 �� / ,�q� / ��. REF. SUBDIVISION PLANS C3 REQUIRED ♦ Sc� 25.0 % ! 1 COMMON AREA / 1--� /� ❑ •� 1' •o j -- - ��� `SCOTT & WHITE HEALTHCARE -- �- � -°- � FIRE HYDRANT � , .SUBDIVISION `"` \ s g. ° 1 ; ��� VOL. 10 fi79; PG 50 / / ^�ti �° c°`` �`a� o\ - 3''EWE N r / ♦ .s � � ```� �._9-Q-�.C.T. r N 9� � � \ `o�4Fo �;..� a..t�' � �n� E E O PROPOSED tiF ,F�� N0� � 0 C PL NC 18--INCH STORM LINE 1.6-• � � � / - ��' � \ �`` --- '" � � / / / 4,A \ \ �c q��Gm )• Gi F`yaGn O s° i'� i �• ° / \ 29s 130.,��� 9�A, LEGEND UN i 6 2011 1 PROPOSED STORM i ` •--- 1 J ^ti 'Qp 2c�` i DRAIN MANHOLE I is , E '� 'D40 PROPERTY BOUNDARY E N E E R I N PROPOSED 18-INCH STORM LINE POND / ?� / \ \ �, - - - - - - - - - EASEMENT OR SETBACK O 15' 30' 60' 1 s PROPOSED s ti� \ . • • • • • • • ACCESSIBLE ROUTE i sr 18-INCH STORM LINE •s • PROPOSED 10 CURB INLET PPE 280.0a' / / �� / '� �� CURB AND GUTTER SCALE:1" = 30' G9p A PROPOSED 30-INCH STORM LINE MONOLITHIC CURB .�►���'��� \ / �� GENERAL NOTES: �� of r��,t PROPOSED 3'X7' STORM JUNCTION BOX �J N J \ V 1. A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY. ACCESSIBLE RAMP + g P. �''•:95,� m 2. ADEQUATE BARRIERS BETWEEN ALL VEHICULAR USE AREAS AND ADJACENT LANDSCAPE BOLLARD AREAS, SUCH AS A 6" CONCRETE CURB ARE REQUIRED. RETAINING WALL �• JOEL R. BOCK ................ f 3. REFERENCE GENERAL. NOTES SHEETS FOR SITE PLAN NOTES. STORM SEWER MANHOLE ��� 90 ,� 9a I / 1 / ww WASTEWATER LINE �N O \ / 4. ALL DIMENSIONS ARE TO ��`E OF CURES UNLESS OTHERWISE NOTED. < � c�` ' �N5�•''� SON PROPOSED WASTEWATER MANHOLE ,I '� \ �. \ 5. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING say CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER E) EXISTING WASTEWATER MANHOLE O M •." .�� 2 ♦ \\ \ 4' THAN 2% AND RUNNING SLOPES ARE NO GREATER THAN 57. IF ANY DISCREPANCY KEY PLAN: V " -'` \ GRASS 40'X6"' DEEP EMERGENCY ! ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION, PRIOR TO CASTING OHU - EXISTING OVERHEAD UTILITY ♦ `}' r' - PROPOSED Id —INCH STORM LINE �� / CONCRETE. - EXISTING UTILITY POLE Ni PROPOSED \ \ OVERFLOW FL 28 .50' ` i 9 .. N 30 INCH STORM LINE \ e ^`s®� 6. CONTRACTOR TO INSTALL TRUNCATED DOME PAVERS AT EACH LOCATION WHERE THE Co. WASTEWATER CLEAN OUT MONOLITHIC CURB (TYP.) ` \ / / 7410 / SIDEWALK INTERSECTS THE DRIVEWAYS OR PUBLIC RIGHT-OF-WAYS PER DETAIL .p0 REFERENCE CONSTRUCTION Q \ / / PROVIDED. ¢ FIRE HYDRANT 5 � � DETAILS -- SITE. 2�S � � o ♦ 290 2>6 \ / / `�' ! �/ / 7. CALLED OUT S HALL FURNISH AND INSTALL ALL MATERIALS AND APPURTENANCES AS WATER VALVE WATER METER PROPOSED 3'X7' �; �° UT N THE APPROVED SITE PLAN. g ! 2� \ ¢Jt�h° WL WATER LINE STORM JUNCTION BOX --._.. n cz? / PROPOSED — 2 / Q 8. MINIMUM VERTICAL CLEARANCE FOR FIRE DEPARTMENT ACCESS POINTS SHAD. BE / / y; 0� 14 -0 . WL¢ FIRE HYDRANT ASSEMBLY ---- --- ED TRENCH DRAIN �•-. T TRANSFORMER 9. PEDESTRIAN WALKWAYS WITHIN PARKING LOT AREAS SHALL BE CLEARLY DESIGNATED �- -, _�- _ 6 S 8�t 283 2 2g 280 / ^� / USING STAMPED DYED CONCRETE PATTERN WITH AN INTEGRAL COLOR, PER SITE s3o - - EXISTING CONTOUR 1 -- - �1 / = ` 2882 CONSTRUCTION DETAIL PROPOSED CONTOUR ^o o / / / / 10. SCOTT AND WHITE HEALTHCARE SUBDIVISION PLAT LIES WITHIN THE HARLEY WATER © STORM DRAIN JUNCTION BOX •= .r..,, '�., \� / Ji,�!o / ann IMPACT FEE AREA /// r i "`- •�` -= \ ¢ a J / � DRAINAGE INLET r_ q�� / r� 11. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED �h FROM VIEW OR. ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC LJ CURB INLET DRAWING TITLE 239.64#`�� 10-FOOT CURB INLET RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FEET OF THE SUBJECT LOT STORM SEWE _ �' �t_ \ \ ��� REF. SUBDIVISION PLANS MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE "- ''zz � `� 2S'�� /�v COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED �' �' FIRE LANE KI ' SITE PLAN "F" WIRE HYDRANT _`'���, `~-�`�-�`\�. \ ��z� �� eUi� c !� / �� APPEARANCE. \ o REF. SUBDIVISION PLANS 38.7' ���` ETeq \ / 12. EXTERIOR BUILDING AND SITE LIGHTING WELL MEET THE STANDARDS OF SECTION 7.10 CANOPY �. I 'IC mow''" Ck\ �' OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT i L E q `�~ - 2 7i >?1 \ \ ® = / BELOW ELHORAN OPAQUE AQ E HOUSING S WILL BEND FIXTURE TU EN SUCH SHALL DI ECTLY MANNERROJE 1 HE HT JUN 15 JACOBS PROD CT NUMBER TDSHS PROJECT NUMBER A . Y ORI 82� �V ° EXISTING TR E Z Q F8W96852 11161 z .i 180 Row} VE , 289 '�- \ 7 / .� `\` s PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 78g q --'` ""��e cb / COI? LLUL' b a��,' i' LNG NU ER f'1 1 13. ALL FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE CrIY'S ISOLATION 12-INCH WATER LINE � / �' VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM SUPPLY THE EQUIVALENT ® CROSSWALK DEVELORMENT S VICES WASTEWATER M�ANH0LE i REF. SUBDIVISION PLANS 10 9 REF. SUBDIVISION PLANS FIRE HYDRANT REF. SUBDIVISION PLANS 8 / SA, .. PLAT FILED: n .PROTECTION AS THE AMPRO U tL562 LOCKING LID. ALTERNATE LOCKABLE LIDS CS1 O% SHALL BE APPROVED BY THE COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE.--.�.Fp _ 14. BUILDING PLOT 1S LOT 1 BLOCK 1 OF THE SCOTT & WHITE HEALTHCARE SUBDIVISION. VEGETATED DRIVE i PRINT DATE JUNE 13, 2011 6 .5 4 3 2 1 CANOPY 0 11 CROSSWALK - STAMPED PATTEF Jl\►/ 1►� le'116" =02I M CANOPY Apnmu J C ALI�-OB TEXAS REGISTRATION #F 2966 97AC QCC f"AVC Df%An ci imc 'ann G 19 A C 130 ■ 1��gure a-6. vr'1t,Hettport:'�pproachl :uep�rwre anff rransif�on�t �nrraces: Ho$PTTAL Ponetreilori�sToiA Oti B area;butnotboth areasellaxed. ffmarked,or lighted and I`not eonstdered a:hazard FATE: �... © — -. — 81.ApRraa�hlD2p e:SuKece 00. if fisla ]' "`,ODD tt [7,219m" 2.00 ft [010" • Siir{aCe.... B:� ppproarh�geP.ure:: .................. 50Q.[152m] FAiO50 h [TBrtII Eiavatlon i![ew are 7 V1 R.] e$pert:I: �te�itl 1N x. 0indon oi'-the:l' S�.:ApproAc .. llepartxtre<S"urf. HnSPIT o' 12' T(P. M %ART DO NOT a: ENTER WHEN a0— M UCOPTE IS PRESENT 3" GALV, q 3" GALV. STEEL POLE STEEL POLE 3500 PSI 3500 PSI PC CONC, 1.0 PC CONC. 1=1I 1=1I I� 1=1I I' I-1I 1=1I I` I—I11 <II—<1==III' -I � I —III '� • I—i l a -III-1 I I •. • I=11 Q =1 1=1 I I I 1 1= N =1 1=1 I I I III= N Ell 1-- = III —I =I�Tl SIGN SIGN NTS NTS 8 � 7 LEGEND -- — — PROPERTY BOUNDARY - --- — — — — — - EASEMENT OR SETBACK . . . . . . . . . . . ACCESSIBLE ROUTE MONOLITHIC CURB CURB AND GUTTER ALUMINUM PICKET RAILING -�- SIGN 43�, ACCESSIBLE RAMP O BOLLARD FATO EDGE MARKING GENERAL NOTES: 1. REFERENCE GENERAL NOTES SHEET FOR SITE PLAN NOTES. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND APPURTANANCES AS CALLED OUT ON FLANS. 4. ALL INFORMATION IDENTIFIED IS REFERENCED BACK TO FAA ADVISORY CIRCULAR FOR HELIPAD DESIGN - CHAPTERS 4 & 8. 5. HEUPAD SIZE IS 50'X50' SQUARE. 6. TLOF - TOUCHDOWN AND LIFT-OFF AREA (40'00') 7. FATO - FINAL APPROACH AND TAKE -OFF AREA (62.5'x62.5') 8. REFERENCE ELECTRICAL PLAN FOR HELIPAD UGHTING AND WINDSOCK DETAIL. WINDSOCK SHALL CONFORM TO AC 150/5345-27 AND BE LIGHTED FOR NIGHT OPERATIONS. 1 /2" SMOOTH DOWEL x 30" LONG AT 12" SPACING JOINT SEALING 3/4" COMPOUND ASPHALT RUBBER CONFORMING PREMANUFACTURED TO ASTM D-3405 EXPANSION JOINT PLATE NAIL,V. ' N DEFOIttWED' END' .o ' a :. a :. N . .d .d . . 3/4" PREMOLDED EXP JT FILLER L SE FIT 26 GAGE STEEL TYPICAL EXPANSION JOINT TUBE OR HARD PLASTIC JOINT SEALING COMPOUND VERTICAL SAW CUT 1 /4" WIDE 1�— • {— X •� � �� •� � •� .. � it a a a c a N �. TYPICAL CONTROL JOINT PAVEMENT JOINT DETAILS NTS' NO. 3 BARS @ 18" Q.C. EA WAY N CONCRETE PAVING SECTION NTS NOTES: (QR CONCRFTF PAVEMENT _ ONLYI_ JOINTING AND SPACING SHOULD CONFORM TO THE AMERICAN CONCRETE INSTITUTE., GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS, ACI REPORT 330, PER GEOTECHNICAL REPORT PREPARED BY TERRACON FOR THIS PROJECT. VERIFY JOINT SPACING AND REINFORCEMENT WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. NOTES: BASED ON THE GEOTECHNICAL ENGINEERING LETTER PREPARED BY TERRACON ON AUGUST 27, 2010. CONTRACTOR SHALL VERIFY PAVEMENT SECTION WITH TERRACON PRIOR TO CONSTRUCTION. REFERENCE GEOTECHNICAL REPORT FOR COMPACTION SPECIFICATIONS. i 4 ALUMINUM MID RAIL BAKED —ENAMEL OR POWDER —COAT FINISH ALUMINUM �PICKEIS BAKED —ENAMEL OR POWDER —COAT FINISH ALUMINUM 2) POST BAKED —ENAMEL OR POWDER -COAT FINISH i o.• •.a I R PROPOSED GRADE ALUMINUM BOTTOM RAIL d BAKED —ENAMEL OR iv o •.a POWDER —COAT FINISH �^ 8" 0 CONCRETE FOOTING, SLOPE FOR ; DRAINAGE a ALUMINUM PICKET RAILING SECTION a I iV NTS 295 294 29_3 2Qz - 1 TEXAS REGISTRATION #F-2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 G Y--00"'MAYORAS ARCNITECiS, ING. OWNER: SCOTT & WHITE MEMORIAL 484 238-8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, PIE. #98441 512-314-3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT: BOB A. LUNDEEN , AIA 817-735 7026 JACOBS ENGINEERING F 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010.3300 LEGAL DESCRIPTION: LOT 1 BLOCK 1 SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: JUNE 13, 2011 ISSUED FOR REVISION DATE E KEY PLAN: ti 0 5' 10, 20' SCALE: 1" =10' o �i P %...N_...OEL R. B ............................... % gwl t�l\`.S10NAL• DRA ING TITLE JUN 15 .1 HELIPAD LAYOUT PLAN. } 1(111 DEVELOPMENT" SERVICE JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER PLAT FILED: F8W96852 11161 �� WING NUMBER CS202 10 9 8 7 6 5 4 PRINT DATE JUNE 13, 2011 3 2 1 10 9 8 7 6 5 4 3 2 1 2' MIN. 91 SCOTT & WHITE MEMORIAL WOVEN WIRE SHEATHING HOSPITAL SCOTT, SHERWOOD AND H. 18" MIN. BRINDLEY FOUNDATIONS H �- elf CHAIN LINK FENCE — STEEL POSTS. �••I E 1 � 1=11 I-1 � I-1 � 1=1 i I-1 � 1=1 I f= �,=1�.1.=1 � 1=11 I �,� � II � 1! I-1 � L� SCOTT & WHITE 6'_O° 11 III 111 „I I I I 1 I_� 1 I_Ii; TT HIT HOSPITAL -I 1 I — CROSS SECTION COLLEGE STATION, TX LIMAL ROUT- of DRIPLINE (vARIEs) GENERAL NOTES: � CRITICAL ZONE I RADIUS=12 mm PER mm FENCE LOCATION 1 t PER in RADUS i12 mmTS OF CPERAmm (1T t PER in) 1. USE ONLY OPEN GRADED ROCK 4-8 INCH DIAMETER FOR STREAM FLOW CONDITION; USE OPEN JACO OF TRUNK DIAMETER OF TRUNK DIAMETER GRADED ROCK 3-5 INCH DIAMETER FOR OTHER CONDITIONS. TEXAS REGISTRATION #F 2966 *AS NEEDED TO PROVIDE MINIMUM NECESSARY WORK SPACE. IF POSSIBLE. IF LESS THAN 1.5 m (5'), THEN ADD BOARDS STRAPPED TO TRUNK. 2705 BEE CAVE ROAD, SUITE 300 NOTES: ELEVATION 2. THE • ROCK BERM SHALL BE SECURED WITH A WOVEN WIRE SHEATHING HAVING MAXIMUM 1 INCH AUSTIN, TEXAS 78746 1. DETAIL SHOWS TREE PROTECTION FENCE AROUND SINGLE TREE FOR TREE CLUSTERS, OPENING AND MINIMUM WIRE DIAMETER OF 20 GAUGE. 2. PLACE FENCING AS CLOSE TO DRIPLINE OF CLUSTER AS POSSIBLE. RITICAL ROOT ZONE 3. THE ROCK BERM SHALL BE INSPECTED WEEKLY OR AFTER EACH RAIN, AND THE STONE AND/OR MOON MA`iORAS RIPLINE FABRIC CORE -WOVEN WIRE SHEATHING SHALL BE REPLACED WHEN THE STRUCTURE CEASES TO ARCHITECTS, INC. FUNCTION AS INTENDED, DUE TO SILT ACCUMULATION AMONG THE ROCKS, WASHOUT, CONSTRUCTION REE PROTECTION FENCE TRAFFIC DAMAGE, ETC. OWNER: SCOTT& WHITE MEMORIAL ° 4. WHEN SILT REACHES A DEPTH EQUAL TO ONE—THIRD THE HEIGHT OF THE BERM OR ONE FOOT, 484-238-8982 WHICHEVER IS LESS, THE SILT SHALL —BE REMOVED AND DISPOSED OF IN AN APPROVED SITE AND IN 2400 S. 31ST STREET A MANNER AS TO NOT CREATE A SILTATION PROBLEM. TEMPLE, TEXAS 76508 2"X4" LUMBER STRAPPED TO TREE TRUNK 5. DAILY INSPECTION SHALL BE MADE ON ROCK BERMS; SILT SHALL BE REMOVED WHEN ACCUMULATION ENGINEER: REACHES 6 INCHES. JOEL R. BOCK, P.E. #98441 512-314-3100 GROUP OF TREES TREE PROTECTION FENCE 6. WHEN ' THE SILT IS COMPLETELY STABILIZED, THE BERM AND ACCUMULATED SILT SHALL BE REMOVED JAC27050BS E E CAVE ENGINEERING 300 AND DISPOSED OF IN AN APPROVED MANNER. AUSTIN, TEXAS 78746 ARCHITECT: LAN BOB A. LUNDEEN , AIA 026 F TREE PROTECTION FENCE JACOB. EN JACOBS ENGINEERING F 4 777 MAIN STREET FORT WORTH, TEXAS 76102 SECTION NTS SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010-3300 WOVEN WIRE SHEATHING W LEGAL DESCRIPTION: 50 GENERAL NOTES LOT 1 BLOCK 1 SCOTT & WHITE HEALTHCARE SUBDIVISION MINIMUM 1. STONE SIZE — 3 TO 5 INCH OPEN .GRADED ROCK. W w �` SUBMITTAL DATE: W JUNE 13, 2011 E 2. LENGTH — AS EFFECTIVE, BUT NOT LESS THAN 50 FEET. ,� ,� C W W ISSUED FOR REVISION DATE c p' .. " o d ' . ° ' ' 3. THICKNESS — NOT LESS THAN 8 INCHES. W -• a ° •a ' ' ° p •p •° p , , • ' p D �p p �.°. Q 4. WIDTH -- NOT LESS THAN ALL POINTS OF INGRESS OR EGRESS. p & ° 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO W W W W 0 REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. ° WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA -) I 1—) 11= 11(-111. (= ;11 W STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN ,1! �I i (1„I p ( II II p a p a APPROVED TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATER COURSE USING APPROVED METHODS. v D 3" TO 5" OPEN 6. MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A GRADED ROCK CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF ROCK BERM DETAIL. SEDIMENT ONTO PUBLIC ROADWAYS. THIS MAY REQUIRE TRANSITION TO ROADWAY PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS NTS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, PLAN DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADWAY MUST POW ` ( BE REMOVED IMMEDIATELY. I 7. DRAINAGE — ENTRANCE MUST BE' -PROPERLY GRADED OR 50' INCORPORATE A SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. MINIMUM GRADE TO PREVENT RUNOFF FROM LEAVING SITE 0 ROADWAY SLOPE 3" OVERLAP AT' Il C I- ITl �I I !-1 I I- I-1! IE—_" I_I-1 IE_—i I I -1 I iI #-1 1=1 ...................... FABRIC SPLICES 20 POUND �•• •'.•• ••f 11=1 11=1 I I-1 I MI I I —I 11=1 I I —I I I-1 I I-1 I I- 11=1 11=1 I Ml I (-1 I I- JOEL I�, evcK III=11► ^III.:,III,;,III,I�IIll�lllllf1111111IIiIIiIIIIIIIIiIIIII���II IIIIII„ill,,Ili-lll�l I _ SANDBAGS AT �............................... EXIST. GRADE — _ — — — — EACH CORNER. �/ 12" (TYPICAL) ��j �F'��NS • ���/ PROFILEFL •• STABILIZED CONSTRUCTION ENTRANCE DETAIL FLOW -,,°- NTS KEY PLAN: ADJACENT ROLLS NON -WOVEN 4" GEOTEX11LE SHEET F-LoW FILTER FABRIC B THE INTENT OF THIS CONFIGURATION IS FOR USE IN EXTEND 12" MINIMUM B PERMANENT STABILIZATION ON SLOPES SUBJECT TO BEYOND INLET OPENING SHEET AND RILL EROSION. USE A DIFFERENT AROUND PERIMITER. eI Sp CONFIGURATION IF YOU HAVE CHANNEL EROSION. /ti CtNG - LOGS SPACING SLOPE SPACING PER 100` SPACING DEPENDS ON SLOPE STEEPNESS AND SOIL <2% 33 FEET 3 TYPE AREA & TRENCH DRAIN BUNCH 2-6% 20 FEET 5 GRASS THE FLEXIBLE LOGS ARE FOR SHORT TERM USE DURING INLET PROTECTION PUNTING >6% 3 5 FEET CONSTRUCTION SEQUENCING AND MUST BE PORTABLE. NTS DRAWING TITLE THE LOGS CAN BE FILLED WITH A COMPOST —MULCH MIX CONSTRUCTION THE LOGS MUST HAVE INTIMATE CONTACT WITH THE EXISTING SOIL SURFACE. THE INTENT IS FOR ALL THE SHEET RUNOFF TO THAT IS PERMEABLE AND HAS THE ABILITY TO NOTES DETAILS —EROSION PASS THROUGH THE LOG WITH NONE PASSING UNDER THE LOG. SUPPORT PLANT GROWTH. THE INTENT IS TO ALLOW SOME PERMEABILITY THROUGH THE LOGS. THE ENTIRE 1. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR AND THE INTENT IS FOR ADJACENT ROLLS TO TIGHTLY ABUT ONE ANOTHER WITH NO FLOW PASSING UNFILTERED BETWEEN THE ROLLS. LOG IS BIODEGRADABLE AND DOES NOT NEED TO BE SILT ACCUMULATION MUST BE REMOVED WHEN DEPTH REACHES REMOVED. „ JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER A THE LOGS SHALL BE ANCHORED TO THE SOIL PER MANUFACTURERS RECOMMENDATION. 2 ' FSW96862 11161 THE INTENT IS FOR THE LOGS TO BE INSTALLED ON 2. CONTRACTOR SHALL MONITOR THE PERFORMANCE OF INLET DRAWING NUMBER A WORK FROM THE BOTTOM TO THE TOP OF THE SLOPE. THE CONTOUR WITH THE OUTBOARD ENDS SLIGHTLY PROTECTION DURING EACH RAINFALL EVENT AND IMMEDIATELY UPSLOPE OF THE CONTOUR (LIKE A SMILE). CLEAN THE INLET PROTECTION IF EXCESSIVE PONDING OCCURS. ���') INSTALL THE BUNCH GRASS ON 2 FOOT CENTERS UPSLOPE OF THE LOG 3. INLET PROTECTIONS SHALL BE REMOVED AS SOON AS THE FIBER ROLLS - FLEXIBLE EROSION CONTROL LOGS SOURCE OF SEDIMENT IS STABILIZED. NTS PRINT DATE JUNE 13, 2011 10 9 8 .7 6 5 4 3 2 1 r 1811 18" IN 4" 18 18 ROCK 3" TO 5" 18 18" of Module aetatts tnt 6.0# ze 1 Module s '°•°' 4Mdutas 15.0' 3 Modules SCOTT & WHITE HOSPITAL variable height pins - _ _ \ 11_I I !_=_ =_.III-111= I r� - shaped brackets I ICI! 11=1 I I i I � 11=1 11=1 f _ =111� =1 I 1-1 I-11 1 I 1=1 I I-1 i 1=1 1111 F"E'�_-I I_1=111- 18" 12" s. Z 11=111={ f �=11=1 I 1=111=1 I 1=f I =11�1 I 1=I I �l •.: • � - - JJAC,1160 TEXAS REGISTRATION � 2g66 :;'•, 2705 BEE CAVE ROAD SUITE 300 II l-i I I=111 I I I=f 11=1 11= I i -1 11=11�1 I I i i- -111^f I i^iII I I I=1 11-i 11=1 I l i 11=1 I {�-1 l 1=1 I I- ' =1 I{=1 I I I I-111=1 11-=1 f I i I III i IIPI III=-11 (OPTION (2) I i----I I I -I I I-- I I --I ((-I ((-III--I I -I I i-I I i-I I I=1 AUSTIN, TEXAS 78746 i-I ! f-t I I i I Iw-1 ! t"'-I t i•-I i --t I I -I I I---1 ! III-` Fliterhelght-2• - Install gravel bagsYfull ateach MOON • MAYORAS n INSTALLATION DETAIL Under-sealgasket end, V IG 18" 6" OPTIONS: 18" ARCHITECTS, INC. (1) TOE-iN 6" MIN. Definition -ERTEC Curb inlet Guard (2) WEIGHTED WITH 3"-'5" OPEN GRADED ROCK Atemporary sediment barrier, `L° shaped, made of high density polyethylene (HDPE) with an integrated filter (woven geo- ( 3) TRENCHED IN 4" OPTION (3) textile). During construction, place device over the opening of the curb storm inlet near where soil is disturbed (See drawings). OWNER: OPTION (1) Purpose SCOTT & WHITE MEMORIAL Storm drain iniet•protection is used to intercept sediment Paden water at the curb gutter opening and prevent the sediment and 484-238-8982 associated pollutants from entering the storm water underground pipe systems. The barrier reduces water velocity which in turn 2400 S. 31ST STREET causes heavier soil particles to be deposited in front. While allowing flow through the module, the barrier filters certain smaller TEMPLE, TEXAS 76508. sized particles from suspension and prevents them from flowing through the device and into the pipes. Excessive flows are passed over the top of the filter. Advantages are that it is effective, durable, re -usable, easily installed and cleaned. ENGINEER: GENERAL NOTES - TRIANGULAR FILTER DIKE: Conditions Where the Practice Applies ENGIENGI R. BOCK, P.E. #98441 It is recommended for use in curb openings in front of areas with small drainage areas. Generally, the drainage areas should be JOEL 1. DIKES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT DIKE. less than 7/3 acre and the total for inlets in series should be 1 acre or less with slopes flatter than 5 percent in the contributing 512-314.3100 drainage area. JACOBS ENGINEERING Design Criteria 2705 BEE CAVE ROAD, SUITE 300 2. THE FABRIC COVER AND SKIRT SHALL BE A CONTINUOUS WRAPPING OF GEOTEXTILE. THE SKIRT SHALL BE A CONTINUOUS. EXTENSION OF THE FABRIC ON THE UPSTREAM . Geo-textile Filter: See drawing for dimensions. Apparent Opening Size (AOS) =425 micron integrated particle filter. Flow AUSTIN, TEXAS 78746 FACE. rate (ASTM D-4491) =145 gpW. Provide a bypass over the top.. • Outer Jacket Material: HDPE. For detailed characteristics contact ERTEC. Module weight = 3.5 lbs. Module height = 8.W. ARCHITECT: 3. THE SKIRT SHALL BE WEIGHTED WITH A CONTINUOUS LAYER OF 3"-5" OPEN GRADED ROCK, OR TOED -IN 6" WITH MECHANICALLY COMPACTED MATERIAL OTHERWISE, THE Module length/opening size protected =6' 3715.0ft. Service temperature (deg F) =-30to 160. BOB A. LUNDEEN , AIA at Install barrier with the anchor flap facing upstream toward the street. Place small gravel bags containing clean, pea -sized 817-736-7026 ENTIRE STRUCTURE SHALL BE TRENCHED IN 4 INCHES. graded gravel on each end of the flap and butt the bags tightly against the curb to keep water in the gutter from flowing JACOBS ENGINEERING Fbehind the filter. Additional bags can be placed on the flap as necessary, however, bags should be kept off the street for 4. DIKES AND SKIRTS SHALL BE SECURELY ANCHORED IN PLACE USING 6 INCH WIRE STAPLES ON 2 _FOOT CENTERS ON BOTH EDGES OF SKIRT, OR STAKED USING 3/8" g the bag. The bag should be ' 777 MAIN STREET safety reasons. The porosity of the gravel bag should allow for design flow rate through durable enough to last the period of intended use. if the storm inlet opening exceeds 5.0' In length, overlap one of module FORT WORTH, TEXAS 76102 DIAMETER RE -BAR WITH TEE ENDS. by 6" over end of adjoiniag module for a continuous run until the desired length is achieved. When overlapping, note the 5. FILTER MATERIAL SHALL BE LAPPED OVER ENDS TO COVER DIKE TO DIKE JOINTS. JOINTS SHALL BE FASTENED WITH GALVANIZED SHOAT RINGS. gasket material under the flap is cut-out where the flap of top module sits on flap of bottom module. SCOTT 8 WHITE SITE - 37.12 ACRES Perform ance main ZONING - PDD - ORDINANCE #2010.3300 Perform maintenance as required. inspect following rainfall events and at least daily f 6. THE DIKE STRUCTURE SHALL BE 6 GA. 6"X6" WIRE MESH, 18" ON A SiDE. during prolonged rainfall. Maintain to provide an adequate sediment holding capacity. Trash shall be removed daily and sediment shall be removed when the LEGAL DESCRIPTION: sediment accumulation reaches 1 inch. Removed sediment shall be incorporated in Curb Inlet Guard LOT 1 BLOCK 1 7. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY BY THE - CONTRACTOR. 'the project at designated locations or disposed -of outside the project or in ERTEC En dronmental Systems SCOTT & WHITE HEALTHCARE SUBDIVISION conformance with requirements. Remove the device after final stabilization has www.ertecsystems.com 8. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6 INCHES AND DISPOSED OF IN A MANOR WHICH WILL NOT CAUSE ADDITIONAL SILTATION. been achieved. Toll Free: 866-521-0724 SUBMITTAL DATE: 9. AFTER THE DEVELOPMENT SITE IS COMPLETELY STABILIZED, THE DiKES AND ANY REMAINING SILT SHALL BE REMOVED. TO BE USED ON CURB INLETS AND 4-SIDED AREA INLETS. DUNE 13, 2011 EISSUED FOR REVISION DATE TRIANGULAR FILTER DIKE DETAIL NTS p D WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR ANGLE FIRST STAKE TOWARD 2� '...-STEEL FENCE POSTS PREVIOUSLY LAID BALE / ..Att ^0 ^MAr%1L1r%\ / I - - SILT FENCE "` ,--� ,-� -� ,--� ,-� --�----._ _ �..�-'''.- MHA. o v FABRIC ":' /- 2 RE -BARS, STEEL PICKETS, OR `�: ;;.';.' ti �/, •,`''``' / \ WOVEN WIRE SUPPORT \ 50 mm T mm (mm ( STAKES f / (.12-1 /2 GA. WIRE NET . BACKING) C / ) ,�A..••••••• •. -t• 1 C 45Q mm TO ti00 mm 1 1 2 TO 2' INTO THE GROUND / 5 •; ' ;•9S \ •� •a °• // k: •'.fir}+� FLOW „`, /� \/� ANCHORING DETAIL :•. �.•. :a•. \� TRENCH (BACKFILLED) OR NYLON BOUND BALES �.;� ... ..................... .lOEL R BOCK 6 \ \� \ \ ~ PLACED ON THE CONTOUR (I,r ' gg44� • .� FABRIC TOE -IN ��1 s�oivA�Aw � 6 FLOW MIN. `\�►��` \ KEY PLAN: -� ---_ 100 mm 4,. VERTICAL FACE GENERAL NOTESTRENCH CROSS-SECTION 2 RE -BARS, STEEL PICKETS, OR • m 50 mX50 mm (2"x2" STAKES 1. STEEL POSTS • WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR 450 mm TO 600 mm O1 1/2 TO 2') STANDARD SYMBOL INTO THE GROUND ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A TO WOVEN WIRE, WHICH IS IN TURN ATTACHED TO THE STEEL FENCE POST. _ HD _ EMBEDDING DETAIL_ MINIMUM OF ONE FOOT B 5. INSPECTION SHOULD BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR GENERAL NOTES: B 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A. SPADE OR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 1. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 100 mm (4"). MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT 2. BALES SHALL BE SECURELY ANCHORED IN PLACE BY 1oM (s/e ") REBAR STAKES DRIVEN AND PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CAN NOT BE TRENCHED IN 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS THROUGH THE BALES. THE FIRST STAKE IN EACH BALE sxALL B ANGLED TOWARD (E,G, PAVEMENT) WEIGHT FABRIC FLAP WITH WASHED GRAVEL ON THE UPHILL SIDE NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER: TO PREVENT FLOW UNDER THE FENCE. 3. INSPECTION SHALL BE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED BY THE CONTRACTOR. 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6 INCHES. 4. WHEN SILT REACHES A DEPTH OF 150 mm �6"), IT SHALL BE REMOVED AND DISPOSED i a 1, 3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO THE SILT SHALL BE DISPOSED OF IN AN APPROVED SITE IN SUCH A MANNER of IN AN APPROVED srrE As TO NOT ie CREA E A TE IS COMPLETELY STABILIZED, LTARSILTATD, PROBLEM. , AND ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION, 5 AFTER CUMULATEDEVELOPMENT SILT SHALL BE REMOVED AND DISPOSED ZOF AT ANTHE APPROVED. WITH COMPACTED MATERIAL SPOIL DISPOSAL SITE. DRAWING TITLE HAY BALE DIKE CONSTRUCTION SILT FENCE DETAIL DETAILS -EROSION NTS JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER //�� F8W96852 11161 / i DRAWING NUMBER C-502 PRINT DATE JUNE 13, 2011 10 9 8 7 I 6 5 4 3 2 1 9 7 CI 0 w? PIA 1 W 9 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. SECTIONA —A ---STANDARD CLEANOUT STANDARD CROSS 5" MIN, 24" MIN. ° , 24" MIN. s° VARIES e° CEMENT STABILIZED SAND AS SHOWN. STANDARD CROSS 311 ° ° VARIES „ 3 A VARIES e e e ° � e 900 BEND °VARIES90° BEND Feee'e'se° ° eeesee °°° 6" MIN. SEE BASE e e NOTE FOUNDATIO E A C0 0 0 WATERSTOP-PIPECONX #4 BARS, 8" O.C.E.W. -- DEPTH MANHOLE ADAPTER SEAL, GREATER THAN 12 FEET WILL REQUIRE OR APPROVED EQUAL. NOTES: 1.. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT-OF-WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBEL/CONE SECTION. 3. MANHOLE BASE THICKNESS AND FOUNDATION AS FOLLOWS: MANHOLE DEPTH (FT.) BASE THICKNESS 0 - 12 8" 12 AND OVER 12" 4. MANHOLlt,. LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT PAVEMENT 98 X STANDARD PROCTOR - ASTM D 698 LANDSCAPE AREA 90 X STANDARD PROCTOR _ ASTM D 698 5. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT-OF-WAY 6.IN FLOODPLAINS OR AREAS OF CONCENTRATED FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED, VENTED WHERE REQUIRED. 7.WARNING SIGN ONLY TO BE PLACED WHERE SEWER CROSSES OPEN FIELDS. 12" MAX. SEE NOTE 1 2'-6"a.• :a CLASS "A" CONC. VARIES 3000 PSI IN 28 DAYS VARIES ' (SEE TABLE) VARIES PLUG ;.t •�:: MA INVERT UP TO 2'-0" a*a' •aMtN.:;`: SHALL E -'1!_O11 a' •n •e' •n e' •d . WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, 114 BARS, 8" O.C.E.W. OR . APPROVED EQUAL. (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. CAST INPLACE J1fA_VHOLE MANHOLE DIA. MAIN SIZE 4 FT <18in. 5 FT >18in. <30in. 6 FT _>36in, SEE NOTE 7. �n, SEWER SIGN HOLE MANHOLE SIGN N0' (SEE DETAIL S3-05) 6'-0" L STD. DUCTILE IRON MANHOLE COVER 3 MIN. AND FRAME (30" DIA. OPENING) OR EQUAL WN r 12" MAX. SEE NOTE 1. 'D 2'_D11 PRECAST REINFORCED o 2`-6" CONC. MANHOLE SECT. ASTM DES. C-478 °' 8' GREEN, HEAVY DUTY, BACK FILL AROUND MH SHALL o WING CHANNEL POST BE AS PER NOTE 4. VARIES 5" MIN. (SEE TABLE) o'• RUBBER -GASKET JOINTS W/ MORTAR SEALANT INSIDE AT ALL JOINTS 9„ o 3/4 DIAMETER OF PIPE PLUG MAX o 6" MIN. It 24" AND LARGER FULL DEPTH INVERTS. , v • b D .. D o •.�D .:, p:.• D. ,'.' BASE *4 BARS BENT @ 900 AND WATERSTOP-PIPECONX_ j TIED TO WALL AND BASE. MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. Z114 BARS, 8" O.C.E.W. (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. P:TCASTIVIANHOLE 2 MATS OF REINFORCING STEEL IN THE (2 REQ'D) BASE STANDARD DROP MANHOLE STANDARD MANHOLE - NOTE: CAP CLEAN -OUT AT BLIND FLANGE ON RESTRAINED JOINT FOR FORCE MAINS. ISI-02 PVC CROSS NOTES: CAST -IN -PLACE MH 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF CUT OUT OF IT - TO FORM PLUS 4" REMOVE INVERTAS REQUIRED PVC PLUG WITH HALF MOON PIPE O.D. EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. _ SEE DETAIL (STD) FOR AND NEW INVERT FOR NEW AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED DAM., HALF THE PIPE DIA. LINE. NEW INVERT SHALL BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING CONSTRUCTION OF MH PERIPHERAL HAVE SMOOTH TRANSITION THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. O "STARTER" HOLES INTO EXITING INVERT. REWORK CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. (SEE NOTE 1.) EXISTING INVERT AS REQUIRED. PVC PIPE ONE SIZE 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF GROUT SMALLER THAN OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. PIPE INLET 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 1-3/4" STAINLESS 1 OPENING CREATION DETAIL NON -SHRINK MANUFACTURERS REQUIREMENTS. SEE PLANAN OR PROFILE FOR PIP STEEL BANDS A GROUT SIZE, TYPE D INV ELEV (TYP) 4. CONCRETE SHALL. BE 3,000 P.S.I. 5/8" STAINLESS STEEL N SYNKO-FLEX PREFORMED `---- BOLTS W/ EXPANSION 45 ELBOW r CONCRETE 1'-0" " e PLASTIC ADHESIVE DIAMETER (TURN WIFLOW BLOCK WATERSTOP OR APPROVED VARIES ANCHORS & GROUT IN PLACE) #3 REBAR (14" LONG) 1'-0" (TYP) EMBEDDED AN EQUAL. (SEE NOTE 3.) NON -SHRINK EPDXYED INTO MANHOLE 2 YP.)CLRGROUT WALL 3". (SEE NOTE 2.) WATERSTOP - PIPECONX (TYP.) NEW INVERT SET ELEVATION EQUAL TO 1ANHOLE ADAPTER TOP OF LARGEST PIPE IN M PIPE O.D.00SEAL, OR APPROVED PIPE 0. . SEE PLAN OR PROFILE FOR PIPE B.1 PLUS 18" EQUAL. (2 REQ'D) " •'O PLUS 18 , SIZE, TYPE AND INV ELEV WATERSTOP-PIPECONX 1 CONNECTION DETAIL SECTION VIEW �T� MANHOLE ADAPTER SEAL, CHANNEL ,FORMED IN CONC. BASE 1 'MANHOLE CONNECTION DETAIL B•1 OR APPROVED EQUAL. B (2 REQ'D) INSIDE DROP HOLE STANDARD MANHOLE TIE-IN .1 CONNECTION DETAIL SECTION VIEW 2" C51mm] LETTERIN LETTERING STYLE: BOOKMAN OLD STX 2" C51mrn] LETTER LETTERING STYLE' BOOKMAN OLD STO mm] DIA ING HOLE 12) PICKB 2" — C51MM] VIEW T V-1432-3 4, °=7 175 Les � u B07-TOM VIEW OFCOVER s1-01 B•2 s1-03 SCOTT 8 WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS I H SCOTT & WHITE HOSPITAL COLLEGE STATION, TX J.ACOBS TEXAS REGISTRATION #F 2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 MOON - MAYORAS G ARCHITECTS, INC. ■� OWNER: SCOTT & WHITE MEMORIAL 484-238-8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 612-314.3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT: BOB A. LUNDEEN , AIA 817 735 7026 JACOBS ENGINEERING F 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010-3300 LEGAL DESCRIPTION: LOT 1 BLOCK 1 SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: JUNE 13, 2011 E ISSUED FOR I REVISION DATE 13/16" 3-13/16" 38" DIA 30-3/4" 3/4" 96mm] -C965mm 1" C25mm] DIA [781mm]DIA. C20mm] „ 1/4" {6mm) D A HANDLING HOLE [845 DIA .250" C20mmT 18194m DIA NEOPRENE GA�KET ID OF GROOVE_ C845rnm] 180" --}- -2" 1/ C6mm] 15mm] L „ 30" DIA 38mm] 4�� 2" C51mm] LETTERING 2 3/16 DIA 1/2 2-7/8 C762mm] 102mm] LETTERING STYLE: 1818mm] 113mm] 7/8" C73mm] BOOKMAN OLD STYLE 1/4 C6mm] DIA 1- 40m1m,] r y NEOPRENE GASKET 4-1/2" B0LTH0LE�SECTION C2 CR44mm] X 525mm)C1DIA.1 1-1/2 (2) PICKBARS C114mm]I ��r 2C821mmDIA " 11mm T I�q.1.�HINE r R00� LG STEEL ROD 33- /16" pIA 138mml K C11rnm C21mm7 GASKET GROOVE FOR C5 MM] „� 30" DIA �5/16" DETAIL 30" DIA 1-1/2" PICKBAR DETAIL 1/4" 16mrn] DIA. 2-9/16 C762mm] C8mm] �C762mm] 5/8„ C38mm] PNEOPRENE GASKET C65mm] 3-15/16" DIA C1 mm] SEC7I0N �- C862mmJ 40-3/4" DIA MACHINED SURFACE ,. C1035mm] 2-7/8" J 2" C51mm] LETTERING 173mm] C� r SECTION LETTERING STYLE: COTTER SECTION Bookman Old Style " 2" 151mm] LETTERING LETTERING STYLE: BOOKMAN OLD STYLE MACHINED SURFACE 3-13/16" 32" DIA - �- 1813 mm] 5/8" 116mm] 1 1/m 2-7/16" ® C38 mm] C62mm] 7/8" C22mm] 2-7/8 R 1-3/4" 1" DIA X 4" LG C73 mm] CR44mm] N.R.S. ROD COVER ,SECTION 73T!''lT171 A 73 7l 7 11 1 A Tr DUCTILEIRON V-1432--3 S4-01 (4) 5/8"-11 NC X 2" L HEX SS CAP SCREWS & NARROW ZINC PLT. & RUBBER WASHERS 2" C51mm] 0 4" C102mm] �-(1) 7/8" (22mm) DIA HANDLING HOLE — PICKBAR-•-' (2) PLACES V-2432-3 L7S LBs 1111MAY/YR % L_c o ' " Bookman Old St d PLAN VIEW BOTTOM VIEW y fe WATER TIGHT MANHOLE RING .AND COVER- DUCTILEIRON-V-2432-3 S4-02 OF .........................* l� JOEL R. BOCK ,............................... �AN O KEY PLAN: al Inin i e DRAWING TITLE, CONSTRUCTION DETAILS - WATER & WASTEWATER JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER FBW96852 11161 DRAWING NUMBER C-503 ❑% c Mai 0 10 1 9 1 8 0 ' PRINT DATE JUNE 13, 2011 6 5 4 3 2 1 10 9 8 7 6 5 4 8 2 1 GENERAL NOTES: NOTE: 4" PVC EXTENSION METER BOX OR .STANDARD W/PVC CAP1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OF CURB, (SEE NOTE 3) CLEAN -OUT BOOT ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED MIN, SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2.0' BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. SCOTT & WHITE MEMORIAL AND WATERED UNTIL GROWTH IS ESTABLI5DHED. IN DEVELOPED AREAS WHERE 3. ALL SERVICE CONNECTIONS WITHIN THE R-O-W SHALL BE ASTM D3034 SDR26 WITH GASKETS. PVC WYE WITH HOSPITAL GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED' AREAS SHALL BE PVC CAP SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TOBE INSTALLED WITH THE MAIN LINE CONSTRUCTION. (SEE NOTE 3) i 00Z SCOTT, SHERWOOD AND H 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. BRINDLEY FOUNDATIONS H APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE 6. LOT O CORNRS ESHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED z AFTER CONSTRUCTION IS COMPLETE AND THEN REMOV,_D BY CONTRACTOR. 10 6" CLEAN OUT STACK ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER PVC EVERY RAIN. SCOTT & WHITE HOSPITAL FOR EARTH, SEE BEDDING �� COLLEGE STATION, TX 77�'111L V AND TRENCH DETAIL ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. l (TYPICAL) SEE NOTE 5 CONC. CURB & GUTTER ' \\� STRUCTURAL BACKFiLL AREA INCLUDES SIDEWALKo SIDEWALK ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, \\� DRIVEWAYS,AND PARKING AREAS) AND SHALL / TEXAS REGISTRATION #F-2966 2" CUSHION REQUIRED EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL 3.5' MAX. �///� //� / // ///� CEMENT STABILIZED \� FOR ROCK, CONCRETE BACKF1LL SHALL BE CEMENT STABILIZED (OPTION �,�' l 2705 BEE CAVE ROAD, SUITE 300 SAND AS SHOWN. NO. 2N S2 02) OR EXCAVATED SOIL COMPACTED B/C �,`E�\ 5' (SEE NOTE 1.) AUSTIN, TEXAS 78746 3.5 MAX. OR AS DESIGNED--4 G NOT LESS THAN 3" TO 98Y MAXIMUM DRY DENSITY AS PER ASTM D698 1 WATER LINE (SEE NOTE 1.) 1 , :�.;.;.;-.;'.• WITHIN OPTIMUM TO +4Y. WET OF OPTIMUM �J�PP�<c,P I (MIN4' BURY) MOON- MAYORAS (OPTION N0. 1 IN 52-02) N. PVC (SEE NOTE 3) ARCHITECTS, INC. J PAVEMENT AREAS 10 OWNE ' ' 2'0 R• DESIRABLE SCOTT & WHITE MEMORIAL 2PVC 484-238-8982 (SEE NOTE 3) 2 0 2400 S. 31ST STREET 45° BEND B/C TEMPLE TEXAS 76508 j� SIDEWAL. k STD. 450 PVC BEND 1�11 �1�TD1��1W C TEE WYE SERVICE FITTING ENGINEER: STANDARD 51 ASTM D3034 SDR26 PIPE (SEWER WYE AND 1/9 BEND) JOEL R. BOCK, P.E. #98"l STD. PVC COUPLING W/GASKETS C1.0% MIN. 512-314-3100 OUT FOR MAIN LINE (PIPE IS NOT TO BE PLACED SEWER LINE JACOBS ENGINEERING STRUCTURAL TR CT TR e T j� e (�`�jjFI j AREA HORIZONTALLY) 2705 BEE CAVE AUSTIN, TEXAS ROAD,7SUITE 300 t 1lv 1 1 SEWER SERVICE LINE CROSSING PROF ARCHITECT: 52-03JS3-00 BOB A. LUNDEEN , AIA AO SELECT NATIVE MATERIAL ORIGINAL GROUND IN 817-736.7026JACOBS ENGINEERING MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF FUTURE STREET AREA 777 MAIN STREET ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) FORT WORTH, TEXAS 76102 INCHES IN THE LARGEST DIMENSION), COMPACTED TO A 21 MINIMUM OF 90X OF MAXIMUM DENSITY AS DETERMINED BY SELECT MATERIAL SCOTT &WHITE SITE - 37.12 ACRES ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN �- OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL �',:'.....'..`'..:.'.'. (ZA SELECT MATERIAL 9'° 0 2'-0" MIN. MACHINE BORING 2'-0" MIN. ZONING -PDD-ORDINANCE#2010.33fl0 AREAS (ie...YARDS, PASTURES, EASEMENTS) AND TO A 12" MIN. `-':';;;._:..; :' ',.:. �- `.'''`' `'' ©SHNDNT STABILIZED (TUNNELING) :: MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED ® (MANUALLY 12" MIN. ;._ `- - ::`:::. OPEN CUT OPEN CUT LEGAL DESCRIPTION: BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN ``''```'' `' ( CONSOLIDATE BJ (MANUALLY LIMIT WIDTH OF PAVEMENT LIMIT LOT 1 BLOCK 1 OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AND AT OPTIMUM CONSOLIDATE SCOTT & WHITE HEALTHCARE SUBDIVISION PAVEMENT AREAS. MOISTURE) AT OPTIMUM SUBMITTAL 6" BELOW MOISTURE) "' DATE: PIPE BELL 2011 © GRANULAR MATERIAL O D 6" BELOW ,;';.-; -::':.`..;:% JUNE 13, E MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE fi PIPE ' UNDISTURBED SOIL 0 OE BELL :' .� 3'-O" MIN SIDEWALK MAY BE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC O.D. JJ PIPE UNDISTURBED 501E I OPEN CUT OR BORED ISSUED FOR REVISION DATE E MATERIAL AND WHICH, WHEN TESTED BY STANDARD O.D. 1 AS DIRECTED BY LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: PLACE METAL DETECTOR THE ENGINEER MAXIMUM LIQUID LIMIT 45 6 MIN./12 MAX. TAPE AT A MINIMUM OF 24" 6„ MIN./12„ MAX. STEEL CASING R MAXIMUM PLASTICITY INDEX 15 ABOVE TOP OF PIPE AS REQUIRED CARRIEPIPE MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 NOTE: MINIMUMPERCENT SHALLBEFREE FLOWING AND WHEN WESING 3/4" SIEVE T, THET, SHALL OPTIONNO. I OPTIC)NNO.2 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. SEE CITY STANDARD SPECIFICATION FOR WATER ANDSEWER LINE CONSTRUCTION. © 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. CEMENT STABILIZED SAND NOTES: 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. 1. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS, SEE DETAILS FOR OPEN CUT STREETS. D 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. rJL 1 1 ICI 111 D BEDDING AND TRENCH 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. URBAN CI CITY 5.. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF EACH WORKING DAY. S�R�j E� cRC� IN FOR DI PIPE & PVC PIPE 6. SEE "OPEN CUT DETAILS" ST4-00, ST4-01, &ST4-'J2. •j•�,•+-a SS G 7. COORDINATE WITH ENGINEER FOR TRACER TAPE AND CORROSION PROTECTION FOR ALL WET UTILITIES. ►J C+G2-0p-02NOTE: GENERAL NOTES: STANDARD FIRE HYDRANT (1) FINELY DIVIDED EARTH FREE OF ROCK, LUMPS I AND CLODS EXCEEDING 6" GATE VALVE SHALL BE PLACED BY HAND, 1. VALVE EXTENSION TO BE USED AND COMPACTED AROUND ThE CAST IRON PIPE TO A W/VALVE BOX I� 24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE + 28-DAY CONCRETE IS DEEPER THAN 5 FEET FROM FINISHED GRADE. (2) ALLKFILL IS CONCRETBEGUN BY BLOCKINGNSHALLMECHANICALEQUIPMENT. I STRENGTH = 2000 psi AY AS REQUIRED Ib WTIH *4 BAR AROUND 2• ALL VALVE OPERATING NUT STRENGTH - 2000 psi. MI ALL VALVE BOX, EXTENSIONS ARE TO BE MADE (3) ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF J OF STEEL, SIZED AS NOTED, 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON AS AND UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. REQUIRED COATS �OFEMETAL TPAINT. (2) (4) WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL TEE OR TAPPING COPPERHEAD SNAKEPIT TEST 3. EXTENSIONS SHALL BE A MINIMUM CONCRETE HAS REACHED 7 DAY STRENGTH. SLEEVE & VALVE C STATION (LIGHT DUTY) OR OF ONE (1) FOOT LONG. (5) ALL PIPE WILL BE LAID SO AS THE ENTIRE BARREL WILL AS REQUIRED COPPERHEAD SNAKEPIT TEST STATION (LIGHT DUTY) OR APPROVED EQUAL HAVE FULL BEARING ON THE FINE GRADED TRENCH BOTTOM. APPROVED EQUAL 4. VALVE BOX LIDS LOCATED ON _ BELL HOLES SHALL BE CUT FOR EACH BELL AND FIRE ANCHOR 901BEND VALVES TO ISOLATE FIRE HYDRANT. w .�P .•••"'•••.,-I,y �� ��-} L SUPPRESSION LINES FROM PUBLIC 2" SQUARE x 2" HIGH Vll�'(6) ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS WATER LINE GATE VALVE �,Ey:' • e� ijV'A -A WATER LINES SHALL BE AMPro OPERATING NUT OTHERWISE DIRECTED. W/VALVE BOX OF ; * USA, LL562 LOCKABLE LID. (7) HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET ¢ /••••�...................... ••% MEASURED FROM THE BACK OF CURB TO THE FACE OF THE ppqq FIRSETAHYDRRA°N� % JOEL R. BOCK STEAMER ON THE FIRE HYDRANT. + w COAT LID WITH / ............................ 0 BLUE ENAMEL PAINT 9441 FIRE HYD.RAIVT LOCATION - - COPPERHEAD SNAKEPIT `e� �O''•, t�jw o 24" X 24" X 6" = TEST STATION + <A F'EALIGIVASNEEDED �`•'•S'N ,f,• S 7>• I I' 28-DAY CONCRETE GROUND (LIGHT DUTY) OR ��j+ IA'STRENGTH = 2000 psi LEVEL APPROVED EQUAL �� f OVAL �� COPPERHEAD SNAKEPIT TEST VALVE BOX PER SPECS WITH BOX ra'ir•` I I WTIH "4 BAR AROND STATION (LIGHT DUTY) OR ' I. ALL VALVE BOX. EXTENSION AS NEEDED; ,• 90 iD D METER APPROVED EQUAL 24" METAL DETECTOR TAPE KEY PLAN: MAX [METAL DETECTOR TAPE „�,,, „AV„ VALVE OPERATING NUT VALVE BOX PER SPECS. FIRE HYDRANT �1 EXTENSION VIEWA-A 77=,rTq I /I 5" DIA x 1/8" MIN 6" A 2" SQUARE AWWA 48" LOW VOLTAGE DIRECT BURIAL :: e • a THICKNESS STEEL NUT EXTENSION WITH A A MIN. ELECTRICAL WIRE CONNECTOR PLATE w/ 90° CUT-OUT FINISHED GRADE CENTERING COLLAR. TRACING WIRE TERMINATE 4' TO S' 14go SOLID COPPER FROM TOP OF BOX B _ 6" i 2" SQUARE AWWA NUT 1" DIA STEEL ROD ! BURY LINE TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE B EXTENSION WITH AS RE VERI S CENTERING COLLAR. TERMINATE 4' TO 5' SQUARE SOCKET ', � *TRACER WIRE MUST BE INSTALLED DEAD END- 2"� ••---•-- DIRECTLY ABOVE THE PIPE AND FROM TOP OF BOX. DIA INSIDE 1 °� SHALL BE TAPED TO THE PIPE AT AWWA C900 STD. GATE VALVE 21/4" DEPTH TWO 3/8" SET SCREWS ON 10' INTERVALS. TRACER WIFE SHALL EXTEND �- PRESSURE PIPE (1/8" MIN WALL EITHER SIDE TO LOCK THE I 6 FEET BEYOND END OF PIPE, o0 6" STD. " D.I. OR C909 PIPE W/STAINLESS THICKNESS) OPERATING NUT. SCREWS COILED AND SECURED FOR taxi STEEL BOLTS ARE TO BE FLUSH WITH ITAT SS OLT 6" MJ ANCHOR COUPLING FUTURE CONNECTIONS 1 OUTSIDE EDGE OF BOTTOM I 14 ga. INSULATED SOCKET 1 a[ ining COPPCONCRETE PEA GRAVEL - FILER TRACER BLOCKING TO 1 FT. ABOVE' WIRE W/ ALL PVC OR D.I. PIPE WEEP HOLE SPLICES MADE USING APPROVED WATER - ' DRAWING TITLE TIGHT CONNECTORS .'".'!;O ;`..sa`.: •"�`'`•`'• `� THRUST BLOCK • f=5} CONSTRUCTION DETAILS - TEE OR TAPPING ' BLOCK USING x REFER AC TECHNICAL SECTION 09 03 12 WATER & WASTEWATER SLEEVE '& VALVE MECHANICAL JOINTS 12"x12"x4" PRECAST FOR TRACER WIRE INSTALLATION AS REQUIRED WITH SET SCREW CONCRETE BLOCK • , • RETAINER GLANDS ' BLOCK AS DIRECTED. OR MEGA LUGS 6" X 12" GRADELOK DIMENSION JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER ,y EQUAL TO BAG OF BLOCK AS DIRECTED W/M.J. SPLIT GLANDS F8W96852 11161 SACKRETE (ROTATE TO FINAL GRADE) 7717] OPTIONAL DRAWING NUMBER GATE VALVE & BOX GATE VALVE EXTENSION STANDARD FIRE HYDRANT ASSEMBLY C-504 -� .�, UTILITY LOCATION MATERIALS DATE DETAIL No. DATE DETAIL NO. DATE DETAIL N0. DATE DETAIL NO. G'ITi' OF BRYAN BIOS UNIFIED CrrroFCouECESrAnoN BIOS UNIFIED CrrsroFCoI3.EGESrAmoN B/CS UNIFIED CrrroFCoraEGES�rATtoN B/CS UNIFIED ChToFComwESTA-noN PRINT DATE JAN. 2009 STANDARD DETAIL {�/1-00 CcrY OF BRYAN JAN. 2009 STANDARD DETAIL W1-01 CrEY of J�Ynt� JAN, 2009 STANDARD DETAIL W1-02 GAY OF BRYA JAN. 2009 STANDARD DETAIL � > � �, rncwdruyT�s}, �0xdbrSTmtSi)fe W1-03 JUNE 13, 2011 10 9 8 7 6 5 4 3 2 1 D1 0 61 0 2 7 NOT SCOTT & WHITE MEMORIAL E• USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG H TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE SCHEDULE ID (in) THRUST (tons) C (ft) LUME ..) 4,6,$ 5.1 1.5 .3 E 10 12 11.3 1.5 .6 z HOSPITAL m-- w 3 STRUCTURAL BACKFILL AREA INCLUDES SCOTT, SHERWO.OD AND D:> NOTE: CASING SPACERS BRINDLEY FOUNDATIONS o: w,. w ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, 4-RUNNER MIN. (THRU 24' DIA H � ww >- x DRIVEWAYS AND PARKING AREAS) AND SHAL L CASING) OR 6-RUNNER MIN. C 3NIl LOl -�I DOw w _ wo EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL (24"-42" DIA. CASING) STAINLESS I x z U-i W(n m BACKFILL SHALL BE CEMENT STABILIZED (OPTION STL. TYPE304) 8" WIDE BAND j - m ¢w u NO. 2 IN W4-03) OR EXCAVATED SOIL COMPACTED W/ POLYMER RUNNERS CENTERED -O w YQ mm WIOTHIN/OPTIMIUMMTORY4DEWET OF OPT MUNSITY AS PER M TM D698 OR NON -CENTERED; CLEAR BELL, �` I z 0. Q0 r-0 � (OPTION NO. 1 IN W4-02) RESTRAINED FROM FLOTATION;. SCOTT &WHITE HOSPITAL o 00 }o o m INSULATED; "APS, INC., MOD SS18" 0mc) T ¢ wN I ww xOf v OR "CASCADE" �Y w y COLLEGE STATION, TX �-- - - ---� s Q - ;(� m X > POUR AGAINST I O < > Q o w 1 UNDISTURBED j "~.� CL w > NEAREST BELLJOINT EARTH ( w TEE 7MUSTBLOCK j ►� O > 0o i W o (TYP. EA.' END) ' 4 2 2 2' 2' JACO S o A >cLo z� MAX MAX 6'8" TYP. MAX MAX 6'8" TYP. 6'8" TYP. MAX TEXAS REGISTRATION#F 2966 2705 BEE CAVE ROAD ITE HORIZONTAL THRUST BLOCK SCHEDULE V' 0 .J =L'•• In THRUST BLOCK NOTES: + I. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF (V= 200psi FOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. BEND SIZE A (f0 B go C Ut) E (it) G (ft) VOLUME (c. J 90° 6 8" 5.0 1.5 1.5 0.9 2.7 0.4 0 12" 6.5 2.5 1.5 1.2 4.0 1.0 450 6 8" 2.0 2.0 1.5 0.9 1.5 0.2 0 12" 3.5 2.5 1.5 1.2 2.2 0.5 22 5° 6 8" 1.5 1.5 1.5 0.9 0.8 0.1 10,12112.012.511.5 1.2 1.1 0.3 6 8" 1.0 1.5 1.5 a.9 0.4 0.1 E25:- 0,12' 1.5 1.5 1.5 1.2 0.6 0.1 U (n i m�N �' Q z r' MAX CLR. AUSTIN, TEXAS 78746' SU 300 Lu M4QN • MAYORAS m � � o B/C ��, 5' z p F 11RGHITECTS, INC. Y �---� vw - �P 8" TY 1, MIN. CLR. 77 4'P, CASING SPACER OWNER: w o a-- z �J¢P J�' F, CARRIER PIPE 1-PC. PULL -ON WATER SCOTT &WHITE MEMORIAL uj � N w ��� ¢Q� TIGHT NEOPRENE END STEEL CASING 484-238-8982 _ SEAL W/ STN. STL. 2400 S. 31ST STREET THRUST BLOCK DETAILS w " r ��J PAVEMENT AREAS CLAMPS "APS" OR TEMPLE, TEXAS 76508 0 0 D' as 5 "P51" 0 o \� o� <w Z `0 ¢ ENGINEER: . �mv v Z 0° 0 JOEL R. BOCK_ , P.E. #98441 POUR CONCRETE AGAINST CONCRETE SHALL NOT o��� Q� o a w mo w x zo 512-314�3100 UNDISTURBED EARTH EXTEND BEYOND JOINTS owo v w a' a ¢ - ci �`-'�> w t- o F o F oU _j -' w o -- B/C 2705JAC0BS ENGINEERING BEE CAVE ROAD SUITE 300 w W LL = w' _ ~� -j Q -t (� ( D ; ° a ° A 4 0 - =ww t- -j 0 z X 0- IL ADJUSTABLE TOP RUNNERS TRENCH 1'-0" C°� =N >- 4 -) `-' 0 ml- w _= o D , o , D c AUSTIN TEXAS 78746 WIDTH WATER mot- Lt-wl- Q ¢� m t- �;, SIDEWALK TO MAINTAIN i MAX CLR. ?•: PIPE _� zm ow w w w cno 30 NIA- Ja 1 = � ,m 0_ m ZV o o �W o 0 5' 3a°MAx ARCHITECT: '''''' ca J�o �oz = (n �``' a Mw o BOB A. LUNDEEN AIA '. ' X "':. X mowo m w )- ¢ O zz-� w D' _ / F_ > _- ' �.-:• _. •.. •„ ow STEEL CASING m m m m 3 0 w w a m z� rn w a 817-735-7026 THRUST ~�wot- zo ww o w x X tL a-' oo 0- _z On BAND CLAMP JACOBS ENGINEERING w F a wwow a. z ¢ w m w o wo m r_ 0� o cx�w dz AT SPRINGLINE 777 MAIN STREET 8 WIDE BAND STAINLESS ..... t" : a> w> J = w a 0 -6w m I- _j ¢ (nn� �' w (n w FORT WORTH TEXAS 76102 `•:' '. o�v� a r 0_ _ (n= w z -� w / �a r w STEEL (TYPE 304) +i b PIPE ow >w w w u > V) v) wr � w = ¢w ¢ o F � JOINT ��z = H z >r z }= Q >- cn z �� w PROVIDE 4 z w:. � w o0 0 �F > o z¢ >> o NEOPRENE INSULATION SLEEVE SCOTT & WHITE SITE - 37.12 ACRES INNER �•�`�: w� w V) t' i wo F- ¢ (n z =� 0 o w BETWEEN PIPE AND BAND DIA. 1Nr1�R v)�wo m 5 � _ �w w �� o o w > 0 ® m D a' RUN BOTTOM ` ZONING - PDD - ORDINANCE #2010.3300 C OUTER 0��� mzo -' w 0 Q m �W z >w zd oo oz ww. o Fo ¢ u- ° 1� DIA. POUR CONCRE V� -•)w w w w, w o > -j (n a 0 0 a w 45 MIN POLYMER RUNNER (TYP) AGAINST UNDISTURBED O OVA' w w�N0 -r a w y F- w0 00 V)� w 0 0 (n �`` LEGAL DESCRIPTION: SECTIONX-X EARTH PLAN VIEW °z zm°(an � 0 V) `t a m --'' --''z W ~ o z o * LOT 1 BLOCK I &WHITE HEALTHCARE SUBDIVISION )- cn a mad ¢ a_ m v w t- SUBMITTAL DATE: TYPICAL HORIZONTAL NEW WATER SERVICE STRUCTURAL BACKFILL AREA JUNE13,2011 E THRUST BLOCK FOR WATER MAIN CASING DETAIL ISSUED FOR REVISION DATE (SHORT AND LONG SIDE) -�, rE DATE DETAIL N0. DATE DETAIL N0. DATE CrrY OF B�tYAN B/CS UNIFIED 07YOFCOUECESTATION B/CS UNIFIED CiTYOFCOMWESTATION DETAIL N0. DATE DETAIL NO. JAN. 2009 STANDARD DETAIL CITY OF EatYAN Cry OF BRYAN BND UNIFIED CrrYOFCoLIEGESTATION B/CS UNIFIED CITY OFComEGESm nm - - W2-00 �«f T�,arf� JAN. 2009 STANDARD DETAIL W2-01 JAN. 2009 STANDARD DETAIL W2-02 � °F I=YAN JAN. 2009 I STANDARD DETAIL ndcao�� T�,s� an�caaf�T�s�- W2-03 Ic C MEGALUG ^^ SETSC RETA 2' MIN. PLAN VIEW /- UNDISTURBED DIRT UNDISTURBED DIRT LINE CAP/PLUG DING SAND COMPACTED SELECT FILL PIPELINE WARNING SIGN BLACK -� TEXT� WARNING 10" 'UNDERGROUND PIPELINE v' D CONTACT THE CITY ' • D o• BEFORE EXCAVATING YELLOW t4„ BACKGROUND VAL.V , .• , NO. Nf 2" BLACK PRESSURE i V SENSITIVE NUMBERS TO BE ADDED AFTER NOTE: -MAIN LINE 1. EMBED COPPER LINE IN TAMPED SAND FROM UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH SIDES OF COPPER PIPE. 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" SHALL INCLUDE ALL MATERIALS, AS SHOWN IN DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. J. TEE OR CROSS 3. PIPE SIZE SHALL BE 1" OR 2". 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY THE FN(,INFFR WHITE 1011-1 BASIC,EDSIGN HAS BEEN ; ,'•,�;, �: MJ PLUG BACKGROUND •, , ' ; PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN CONCRETESLAB 4'-0" 8' BLUE, HEAVY DUTY, WING CHANNEL POST 2' X" CONCRETE4SLAB iC NOTE: COMPACTION WITHIN LIMITS e� >' OF ASSEMBLY SHALL BE 95Y STANDARD DENSITY PER 4'-01. NOT GREATER ASTM D698 THAN 45° AMERICAN FLOW CONTROL TRENCH / 6" DIP W/RETAINING GLAND ADAPTER OR AN APPROVED EQUAL AT BEND AND PLUG. BRONZE INSECT SCREE W/S.S. HOSE CLAMP AIR RELEASE/VACUUM BREAKER VALVE VALMATIC MODEL 101 0") OR MODEL 102 (2") OR APPROVED EQUAL HOT -BOX POLY ROX MODEL PHRI' (1") WITH HEAT OR MODEL PHR2 (2") WITH HEAT OR APPROVED EQUAL 4" X 3' X 3' CONCRETE PAD (FOR 1" PIPEl- 4" X 5' X 3' CONCRET PAD (FOR 2" PIPE) r-_rt l ----GALV. ELL GALV, NIPPLE -GSM i I 1,,�AFT RV USED DISCARD I I 1 1 1 I 2" METER BOX WIT I I CAST IRON LID I 1 1 CH, 40 GALV. PIPE 1 1 I I I I 1 I AFTER BLOW -OFF 1 INSTALL MALE QUICK j CONNECTION & CAP EXIST. GRADE LIJ S BALL VALVE BRASS THREAD PIPE BRASS ELL [4171T.A D „ram- ,.- �ce or- *.......................... / c• JOEL R. BOCK ...98441.. ..: rI o A5� G?�` \._ .. 'RESTRAINED JOINT MJ TAPPED CAP W/THRUST BLOCK .IRON PIPE THREAD COMPRESSION FITTING CONCRETE BLOCKING TO WATER VALVE BOX AND SHAFT EXTENSION AND BALL GATE VALVE BE IN ACCORDANCE WITH MAIN 4'-0' CAST IRON VALVE BOX COVER DETAIL W3-00 EC 33 X 4' X 6" CONCRETE SLAB NOTES: ' > ` ' •'�- TYPE "K" COPPER TUBING 1. FURNISH AS SHOWN ON PLANS AND ON ALL VALVE SIGN POSTS. BACK FILL—> 2. SIGNS TO BE CONSTRUCTED 2 FROM 20 GA. STEEL BAKED ON BRASS NIPPLE 9iG ENAMEL FINISH. FURNISH ONE WARNING AND ONE VALVE SIGN t AND ONE POST FOR EACH VALVE INSTALLED AND AT OTHER TAPPING SADDLE W/ FURN SLOCATI�NSAME NUMBR OF PLANS. CORPORATION STOP, Inninn, i R 'Lp REPLACEMENT SIGNS AS FOR EACH. } a THRUST BLOCK INSTALLED (OMITTING VALVE SEMONAA NUMBER ON VALVE SIGN BLANK) CONCRETE (NOT A E NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE END OF LINE BLOCKING DATE B/CS UNIFIED DETAIL NO. q JAN. 2009 STANDARD DETAIL W3.00 -e : e . .°•e • d : e . : e : e . •, e ° D , a , a , , a • e • . a • e . . e ' a . • a •° a ° ,a a a e .D•e ri d a , e ..a :e �a e•a e.e �•e�'e .e a •e•a .d:e� 'e•e! °• 'e•O' '°'°' '.°�d' •°�d .•e!•e• :e•• :e .e� d d ,°°, e: e, e. °' ad• • ° •e a •° a • •'•°° ':e •, 'e :'D, ;'°, .,a ,_e •'e •:D;e •'D ;a e•e a•e a ° D ° D•'•D!e• D••'d•a' D••A!'D ;d•°• °w•d °• °' .D••a• •e•a! 'e•a• .°!e 6" M. J. ELL PLACED 0 S PARATE PAY ITEM) UNDISTURBED SOIL INSTALL ANCHOR COUPLING AND REDUCER AS REQUIRED DRAWING TITLE CONSTRUCTION DETAILS - IN -LINE BLOW OFF ASSEMBLY AIR RELEASE VALVE .& 2" BLOW -OFF RISER WATER & WASTEWATER - VACUUM CHECK VALVE .� DATE JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER DETAIL N0. DETAIL N0. DATE DETAIL NO. CrryOFCOIIFIFGES2ATION B/CS UNIFIED (TYOFCOIZECESTATION DATE BICS UNIFIED C4•TYOFCotu=WATION C11Y OF 1 YAN B/CS UNIFIED Cm(OFCotaECESmATION F8W96852 11161 CrrY of S12YAN JAN. 2009 STANDARD DETAIL CrrY OF BRYAN W3-01 JAN. 2009 STANDARD DETAIL W3-02 ,hc�°Da,�To-s JAN. 2009 STANDARD DETAIL W3-03 DRAWING NUMBER C-505 7 PRINT DATE JUNE 13, 2011 5 4 3 2 1 9 8 7 6 ♦ 5 1 4 1 3 2 0 H EXIST, G MJ 4" APPROVED PIPE MATERIAL NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER, 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE VDE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL MAIN. VALVE BOX AND SHAFT EXTENSION 41-0" CAST IRON VALVE BOX COVER r ' 4' X 6" CONCRETE SLAB AMERICAN FLOW CONTROL 2'-0" MIN, ENCASEMENT TRENCH ADAPTER OR AN APPROVED OPEN CUT EQUAL LIMIT WIDTH OF PAVEMENT fin MJ TAPPED CAP GATE VALVE T*3'-O" MIN. T-O" MIN. OPEN CUT LIMIT ® SELECT MATERIAL NOTES: MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) . iFOR BEDDING AND TRENCHING VYITHlN INCHES IN THE LARGEST DIMENSION), COMPACTED TO A ALL PAVED AREAS SEE DETAILS FOR MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY OPEN CUT STREETS. ASTM D698 (STANDARD) AT A MOISTURE. CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL 2. ALL BEDDING & INSTALLATION OF PVC AREAS (ie...YARDS, PASTURES, EASEMENTS) AND TO A gNSI/SHALL SAND ACCORDANCE MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED PVC PIPE. BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO -47 OF OPTIMUM UNDER NEW STREET AND PAVEMENT AREAS. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 ® GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH. IS FREE 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS; OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 5. RELATIVE COMPACTION SHALL BE TES TED IN THE PRESENCE OF THE CITY ENGINEER. MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 6. DUST RESULTING FROM THE CONTRACTOR'S GENERAL NOTES' MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 MINIMUM PERCENT PASSING 3/4" SIEVE 100 PERFORMANCE OF THE WORK EITHER INSIDE RIGHT-OF-WAY SHALL BE OR OUTSIDE BY CONTRACTOR TO INSTALL FDC THE THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL 7. ALL TRENCHES SHALL BE BACK FILLED AND PER NFPA 14. NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY, ALL FDC SIAMESE © CEMENT STABILIZED SAND 8. SEE "OPEN CUT DETAILS" ST4-00, CONNECTIONS, REMOTE AND ST4-01 &ST4-02, WALL MOUNT, SHALL HAVE . A 9• EVERY 100 FEET PROVIDE A WATER STOP HEIGHT BETWEEN 36" AND 48" NATC�E M�ITERIALDEPENDINGE pN SAND OR ABOVE FINISHED GRADE LENGTHENNO BEDDINGSSAND IN6THISEAREA. ORIGINAL GROUND OR ORIGINAL GROUND BOTTOM OF SUB -GRADE IN FUTURE STREET IN FUTURE STREET AREA AREA WATER // " : y?'i • : . v;�'.'•'Yr :. �� ,:: ?; ::-; MAINMAY--.1 , •„�. ,?..,. =: ;f; .• SIDEWALK MAY �_ :.;r:::.:::�: �;:::_•ri;.-:.. i;? i%. _.^.::;:,. CONCRETE BLOCKING TO STEEL CASING BE OPEN CUT ® SELECT MATERIAL BE IN ACCORDANCE WITH. AS REQUIRED OR BORED 'AS • ' CARRIER PIPE 6"-12" DETAIL W3-00 THE ENGINEER O CEMENT STABILIZED SAND --� ///\\///\\/// ®(MANUALLY 6"-12„ CONSOLIDATE AT OPTIMUM 7 4" MOISTURE) 4" M. J. ELL PLACED 0 , UNDISTURBED SOIL GATE VALVE I W/VALVE BOX �- UNDISTURBED SOIL PIPE 4„ O.D. -�- v\\\\G„ PIPE 6 MIN./12„ MAX. O.D. PLACE METAL DETECTOR TEE OE TAPPING TAPE AT A MINIMUM OF 24" AS REQUIREVALVE ABOVE TOP OF PIPE 6' MIN./12" MAX. OMONNO.1 OPTIONNO. 2 WATER LINE BEDDING. AND TRENCH FOR Ww END OF LINE TYPICAL URBAN CITY DI PIPE &PVC PIPE WITHIN BLOW -OFF -�, STREET CROSSING NON-STRUCTURAL OR NEW E(V1114 PAVED AREAS DATE DETAIL NO. /��� B/CS UNIFIED CM0FCOUXGESTATtON DATE DETAIL NO. DATE CITY OF BRYAN BlCS UNIFIED CmrOFCoLiEGESTATtON DETAIL N0. ,� Tm, JAN. 2009 STANDARD DETAIL W3-04 �Ti' of ��' JAN. 2009 STANDARD DETAIL (, y OF y I B/CS UNIFIED I C fYOFCotSECESrATrON ���7'��' W4-00 , �,,� BRYA JAN. 2009 STANDARD DETAIL W4-02 . 101 C 0 N c D - SEE NOTE 7 IIINAil <I'>r11� .1�11 I►l JI :hII 8 SEE NOTE 7 FLU W PLAN VIEW REMOVABLE TOP 450 mm (18") GRAVEL ELEVATION No.T NAME LENGTH A OVERALL LENGTH 2.0 m (79") B METER + NIPPLE + FICA 863 mm (34 1/2 ") C CENTER OF MAINLINE TO OUTSIDE OF BYPASS 438 mm (17 1/2 ") D CENTERLINE OF MAINLINE TO INSIDE OF VAULT 750 mm (30") E CENTERLINE OF MAINLINE TO INSIDE OF VAULT 750 mm (30") METER INSTALLATION 100 mm (4") SIZE NO. NAME LENGTH 1 100 mm (4") METER 525 mm (21")* 2 100 mm (4") FLANGED x PLAIN END 300 mm (12") 3 100 mm (4") FLANGED COUPLING ADAPTER 125 mm (5") 4 COA 100 mm (4") GATE VALVE SQUARE NUT 225 mm (9") 5 100 mmX100 MMX100 mm (4"14"14") FLANGED TEE 325 mm (13") 6 PROPERTY OWNER'S 100 mm (4") GATE VALVE SQUARE NUT 225 mm (9") 7 100 mm (4") FLANGED LONG RADIUS ELBOW 900 8 100 mm (4") BYPASS GATE VALVE WITH HANDWHEEL 225 mm (9") 9 100 mm (4") BYPASS DUCTILE IRON PIPE *DIMENSIONS- SUBJECT TO CHANGE, CHECK WITH INSPECTOR NOTES: 1. PIPE AND METER SIZE SHALL BE AS DETERMINED BY OWNER; APPROVAL BY CITY OF COLLEGE STATION AND FIRE DEPARTMENT. PLANS MUST BE PREPARED BY LICENSED ENGINEER IF INSTALLATION IN RIGHT-OF-WAY IS BY OTHER THAN CITY FORCES. 2. METER VAULT MUST BE BEHIND CURB AND/OR WALK AND OUT OF VEHICULAR TRAFFIC. 3. MAIN LINE AND BYPASS VALVES WILL BE RESILIENT SEAT TYPE WITH CORROSION RESISTANT FUSION BANDED EPDXY COATING INSIDE AND OUTSIDE, NON -RISING STEM. MAIN LINE VALVES SHALL HAVE SQUARE OPERATING NUTS. BYPASS VALVE WILL HAVE A HANDWHEEL. PROPERTY OWNERS VALVE MUST BE LOCATED OUTSIDE OF THE CITY OF COLLEGE STATION METER VAULT. 4. APPROVAL WILL BE NEEDED IF HEIGHT OF VAULT EXCEEDS 1.8 m (72"), CALL THE PIPELINE ENGINEERING DIVISION. METER MUST BE MODIFIED TO READ FROM TOP OF VAULT. 5. HATCH OPENING WILL BE 750 mm X 750 mm (30"X30"). SEE SPL #614. 6. IRON PIPE TAPPING SLEEVE IN STREET RIGHT-OF-WAY SHALL BE IMBEDDED IN GRANULAR MATERIALS AS REQUIRED BY CITY OF COLLEGE STATION SPECIFICATIONS BACKFILL ABOVE GRANULAR BEDDING AS 'REQUIRED BY COLLEGE STATION t DO. 7. DOUBLE HARNESS MJ WITH TIE RODS. ALL OTHER FITTINGS INSIDE VAULT WILL BE FLANGED. 8. CONTACT THE PLUMBING. REVIEW- OFFICE AT THE CITY PRIOR TO INSTALLATION OF COMPOUND METERS FOR PROPER DOMESTIC DEMANDS. 9. NOTCHES WHERE PIPING GOES THROUGH VAULT SHALL BE FILLED WITH MORTAR. 10. THE TOP OF THE METER'VAULT SHALL BE AT AN ELEVATION SUCH THAT THE SURROUNDING GROUND SLOPES AWAY FROM THE VAULT. METER INSTALLATION 100 mm (4") SIZE SEE NOTE 7 ■y Ilr,�ll�ll11��1� � " � I!!II.`�II��I� �1 I�s�I�iII�JII�•Il�l SEE NOTE :�__�: `�Ilal' � � `lil �.T■ ' NMI FLOW EMOVABLE TOP PLAN VIEW 750mmX750mm 1.5mX2.1 m(5'X7') 30"" PRECAST METER VAULT (X30) HATCH H2O LOADING -AOO mm-1 `P..(1() Tnm 0 mm (18") GRAVEL ELEVATION No. NAME LENGTH A OVERALL LENGTH 1.9 m (76") B METER + SPOOL + FCA L.1 m (44 1/2 " C CENTER OF MAINLINE TO OUTSIDE OF BYPASS 375 mm (15") D CENTERLINE OF MAINLINE TO INSIDE OF VAULT 750 mm (30") E CENTERLINE OF MAINLINE TO INSIDE OF VAULT 750 mm (30") METER INSTALLATION 75 mm (3") SIZE 6" C-90C SCOTT 8 WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS H SCOTT & WHITE HOSPITAL 6"X2 1/2"X2 1/2" F.D.C. COLLEGE STATION, TX F.D.C. RISER MOUNTED /36"-48" ABOVE FINISHED GRADEJACO S TEXAS REGISTRATION #F 2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 /�/\\ MOON • MAYORAS ARCHITECTS, INC. OWNER: 6" D.I. SCOTT & WHITE MEMORIAL /- 484-238-8982 2400 S. 31ST STREET' TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 512-314-3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT: 6" M.J. FLANGED 90 BOB A. LUNDEEN , AIA 817-735 7026 JACOBS ENGINEERING 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010-3300 LEGAL DESCRIPTION: LOT 1 BLOCK 1 FIRE ID ET) W m1 .Ul �T SCOTT & WHITE HEALTHCARE SUBDIVISION Y SUB 91 F MITTAL DATE. CO.NNECTION. JUNE 13,2011 ISSUED FOR REVISION DATE E �E OF 1+ 0 ...................... • JOEL R. BOCK . ........................:... j 98441 :� 90:. *DIMENSIONS- SUBJECT TO CHANGE, CHECK WITH INSPECTOR �1, S a`= NOTES: *�INVLL 1. PIPE AND METER SIZE SHALL BE AS DETERMINED BY OWNER; APPROVAL BY CITY KEY PLAN: OF COLLEGE STATION AND FIRE DEPARTMENT. PLANS MUST BE PREPARED BY LICENSED ENGINEER IF INSTALLATION IN RIGHT-OF-WAY IS BY OTHER THAN CITY FORCES. 2. METER VAULT MUST BE BEHIND CURB AND/OR WALK AND OUT OF VEHICULAR TRAFFIC. 3. MAIN LINE AND BYPASS VALVES WILL BE RESILIENT SEAT TYPE WITH CORROSION' RESISTANT FUSION BANDED EPDXY . COATING INSIDE AND OUTSIDE, NON -RISING STEM. MAIN LINE VALVES SHALL HAVE SQUARE OPERATING NUTS. BYPASS VALVE WILL HAVE A HANDWHEEL. PROPERTY OWNERS VALVE MUST BE LOCATED OUTSIDE OF THE CITY OF COLLEGE STATION METER VAULT. 4. APPROVAL WILL BE NEEDED IF HEIGHT OF VAULT EXCEEDS 1.8 m (72"), CALL THE PIPELINE ENGINEERING DIVISION. METER MUST BE MODIFIED TO READ FROM TOP OF VAULT. s 5. HATCH OPENING WILL BE 750 mm X 750 mm (30"X30"). SEE SPL #614. 6. IRON PIPE TAPPING SLEEVE IN STREET RIGHT-OF-WAY SHALL BE IMBEDDED IN GRANULAR MATERIALS AS REQUIRED BY CITY OF COLLEGE STATION SPECIFICATIONS�- BACKFILL ABOVE GRANULAR BEDDING AS REQUIRED BY COLLEGE STATION UDO. 7. DOUBLE HARNESS MJ WITH TIE RODS. ALL OTHER FITTINGS INSIDE VAULT WILL BE FLANGED. 8. CONTACT THE PLUMBING REVIEW OFFICE AT THE CITY PRIOR TO INSTALLATION OF DRAWING TITLE COMPOUND METERS FOR PROPER DOMESTIC DEMANDS. CONSTRUCTION DETAILS- 9. NOTCHES WHERE PIPING GOES THROUGH VAULT SHALL BE FILLED WITH MORTAR. 10. THE TOP OF THE METER VAULT SHALL BE AT AN ELEVATION SUCH THAT THE WATER & WASTEWATER SURROUNDING GROUND SLOPES AWAY FROM THE VAULT. JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER METER INSTALLATION F8W96852 11161 75 mm (3») SIZE DRAWING NUMBER C-506 NO. NAME LENGTH 1 75 mm (3") METER 425 mm (17")* 2 100 mm X 75 mm (4"X3") FLANGED REDUCER 175 mm (7") 3 100 mm (4") FLANGED x PLAIN END 300 mm (12") 4 100 mm (4") COMPANION FLANGE 5 100 mm (4") FLANGED COUPLING ADAPTER 125 mm (5") 6 COA 100 mm (4") GATE VALVE SQUARE NUT 225 mm (9") 7 100 mm (4") FLANGED SPOOL 300 mm (12") MIN. 8 100 mmX100 mmX50 mm (4"14"12") FLANGED TEE 325 mm (13") 9 PROPERTY OWNER'S 100 mm (4") GATE VALVE SQUARE NUT 225 mm (9") 10 50 mmX200 mm (2"X81 BRASS NIPPLE 200 (8' 11 50 mm (2") STREET ELBOW 900 12 50 mm (2") BRASS GATE VALVE 13 ICOPPER TO IRON PIPE FITTING 14 50 mm. (2") COPPER OR BRASS PIPE 15 50 mm (2") COUPLING 16 50 mm (2") ELBOW 90' BRASS u N m 10 1 g g' 7 6 5 4 3 2 PRINT DATE JUNE 13, 2011 1 ■ e E:1 7 ( 6 + 5 1 4 _( 3 1 2 1 1 H CURB LINE WHEN RECESSED INLET CONCRETE GUTTER -,-- 6 4„ 6" 24611 b • A E I!J w S SECTIONAA 13' RADIUS 51 —011 O.D. + 1'-0" 6" TYP. MIN. 5'-0" �6" TYP. J s+wp r 6„ EXTENSION A4 5 2' /0" � 13' RADIUS 6"� ?� NORMAL FACE OF CURB 2-011 /ml/ WARP PAVEMENT SURFACE TO THROAT OF INLET SEE D2-04 SEE D1-05 PLAN ffE 28-DAY CONCRETE STRENGTH = 3000 psi" *4 BARS, 6" O.C.E.W. /� STD. CAST IRON MANHOLE COVER TOP OF CURB TOP SLAB E AND FRAME 611 EXTENSION NORMAL GUTTER LINE DEPRESSED GUTTER LINE —16" TYP. INVERT SHAPING CONCRETE FILL A #4 BARS 12" O.C.E.W. SIDE WALLS & BOTTOM SLAB ELEVAEION ' IN(1' LE RECESSED CURB INLET &CURB INLET vtT/]PX.TENSION T ti 3/16" 7/16" 1 r �/ 4„ 28-DAY CONCRETE t� 2� STRENGTH = 3000 psi IN `\�� li--- - 2111 �G 24„ G° VIEWA A A n FLOW MAIN A (2) 3/4" DIA HOLES - + FOR RE -ROD F---- LINE + 5" O.D. + 6" STD. CAST IRON .MANHOLE MIN. 3' (2) 3/4" COVER AND FRAME C� C� 7�� SQUARE (30" DIA.) CROSSSECTION PLIC v 1/2" FLAT FACED GOTHIC Ewr /APPROPRIATE CITY TITLE O.D. + 6" MIN. #4 BARS 12" O.C.E. �6" TOP & BOTTOM SLAB A DON'T CI OF YAN DRAINS TO A POLLUTE RIVERS SIDE WALLS --_ � NO BASURA _ _ LARGE MOUTH BASS LOGO 3/4" FLAT FACED GOTHIC �. (2) PLACES 3" MIN. EACH SIDE � 6" SIDE WALLS *4 BARS 6" O.C.E.W. , CITY OF COLLEGE STATION ECTIONA A TOP & BOTTOM SLAB A POLLUTE DRAINS TO A S t NO BASURA RIVERS Lt 1/2" FLAT FACED GOTHIC w/APPROPRIATE CITY TITLE STORM SEWER TROUT LOGO JUNCTION BOX D1-02 PATE D1-05 B CHAMFER ALL EXPOSED. 6" SQ. POST EDGES 3/4' B EA. CORNER -- #4 EA. POST ALL CONST. JOINT SIDES (TYP.) mp.) 6 4' —0" A 5" 2" (TYP.) #4 0 12' -. BOTHWAYS (IYR) B P1AN SECTION A —A 0 4-SIDED AREA INLET N.T.S. 11" (TYP.) 3'-0" 2" 4'-0" SEEN MACHINED BEARING SURFACE 2-1/4" 1-3/8" 3041 1" 2-1I4" 11 F 2 4" COVER SECTION PICKHOILIDETAIL �rC.r COVER FACE L 1-V V C.'V VL�LC ISA(�li MANHOLE RING AND. COVER D2-04 SELECT MATERIAL'S A\ °:° �:o :' : °..'°'•° """"" a•n MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE. OF 'b' e0o•a o • O.o . o' ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) o,;,:e :•.'o•;o'• INCHES IN THE LARGEST DIMENSION), COMPACTED TO A 2" MIN, °' ' °'° °•' °° `:'' ' COMPACTED CEMENT STABILIZED MINIMUM OF 90/. OF MAXIMUM DENSITY AS. DETERMINED BY SAND, 1-1/2 SACK/CY (PUGMILL ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN ONLY). SPADE BY LIFTS INTO OPTIMUM TO +4/ OF OPTIMUM UNDER NON-STRUCTURAL PIPE O.D. PLACE, TO FILL ALL VOIDS AREAS Oe... YARDS, PASTURES, EASEMENTS) AND TO A g AROUND PIPE. MANUALLY MINIMUM OF 98/ OF MAXIMUM DENSITY AS DETERMINED (4" MIN.) CONSOLIDATE AT OPTIMUM BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN MOISTURE. OPTIMUM TO +4/. OF OPTIMUM UNDER FUTURE STREET AREAS. PIPE` PE MUST DESIGN TRENCH DETAIL O.D. SITE SPECIFIC FOR HDPE PIPE. THE TRENCH BOTTOM SHALL BE 8" MIN./12" MAX. HDPE PIPE IS NOT TO BE GRADED SO AS TO PROVIDE UNIFORM USED UNDER PUBLIC STREET AND CONTINUOUS SUPPORT FOR THE PAVEMENT CEMENT STABILIZED SAND AS PIPE BARREL BETWEEN BELL HOLES. A MINIMUM WILL ALWAYS BE REQUIRED, 9" VARIES 12" BIED"DING AND "1'HN:NG FOR REINFORCED CONCRETE PIPE �02 u �e uj D cr o � 1 U) d eD 18i i d r\� r�� r\' r�Iy r\4' THICKPLAN VIEW ENERGY DISSIPATERS ROCK CONC. RIPRARIP—RAP SEE LAYOUT SINGLE PIPE SHEET FOR DIMENSIONS # RDEXNFG„ W/6„ GRADE TO DRAIN 6" MIN. W.W.M. SEE GRADING PLAN 6 FOR FLOWLINE — ---- s- —�1 1+ 12» -------._-----�— FOR PIPE SIZE &SLOPE ���/��/ 12"' DEEP SEE LAYOUT ENE/%/%////%�%\/�\///�//%�/%///��//.�// RIP —RAP GY DISSIPATERS LAYOUTROCK SECTION SHEET FOR DIMENSIONS SLOPING CONCRETE HEADWALL NTS 10 9 8 - 7 ( 6 5 ® SCOTT & WHITE MEMORIAL HOSPITAL ❑� ❑ ® SCOTT, SHERWOOD AND $„ ❑ $, ❑ BRINDLEY FOUNDATIONS H L-A!J 9 6" (TYP.) SCOTT & WHITE HOSPITAL *3 "U" BARS 1 PER BLOCK $» COLLEGE. STATION, TX DIS3IPATOR BLOCKLOCATION �— DISSZPATOR BLOCKJ� TEXAS REGISTRATION #F 2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 6" *4 BARS 12" O.C.E.W. WALLS, BOTTOM SLAB & TOE MOON - MAYORAS A A ARCHITECTS, INC. N OWNER: + MINIMUM DISTANCE BETWEEN SCOTT & WHITE MEMORIAL TWO PIPES 484-238-8982 o 8„ o ts" TO 36" - 12" APART 2400 S. 31ST STREET 48" OR LARGER - 18" APART TEMPLE, TEXAS 76508 ENGINEER: y� 30, JOEL R. BOCK, P.E. #98441 512.314-3100 611 JACOBS ENGINEERING + E 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 cS PROVIDE RIP -RAP ROCK O 12" 6 ARCHITECT: (MIN. 20 LB. PIECES) /n•cnm� BOB A. LUNDEEN , AIA PLAN T-611 817 735 7026 c JACOBS ENGINEERING r 6111 777 MAIN STREET 28-DAY CONCRETE STRENGTH =3OOfl psi FORT WORTH, TEXAS 76102 24 SCOTT & WHITE SITE - 37.12 ACRES SEC7TONAA ZONING - PDD - ORDINANCE #2010-3300 LEGAL DESCRIPTION: T 1 BLOCK I TYPICAL CONCRETE HEADWALL COTT S WHITE HEALTHCARE SUBDIVISION & ENDWALL WITH WINGS SUBMITTAL DATE: JUNE 13, 2011 DATE DETAIL NO. CPfY OF CYAN B/CS UNIFIED CrrYOFCOLLEGESi'A'tION rry of RYA JAN. 2009 STANDARD DETAIL D"o ISSUED FOR REVISION DATE CAST IRON GRATE—VULCAN V-4890-1 HEAVY DUTY GRATE OR APPROVED EQUAL a. PRE —CAST ' UNIT NOTE;PRE--CAST UNRS a Q d ;.` MANUFACTURED BY DALWORTH QUIKSET OR APPROVED EQUAL I 6" 36%36" MIN. 6" GROUT SEC11ON NOTE: PROVIDE GR. 60 RIENF. W/4000 PSI CONC. FOR H2O LOADING. (PRE —CAST UNITS) 2°X2' AREA INLET DETAIL NITS 4 +`OFi *.:.....................:*. l� ... JOEL R. BOCK 0; • <i spa As�s��.'' KEY PLAN: -8" PVC INLINE DRAIN W/ LIGHT DUTY DOMED GRATE EQUAL TO NYLOPLAST INLINE DRAINS. INSTALL REDUCER IF REQUIRED. I sJ w B �Planni�q File Co�y DRAWING TITLE FL CONSTRUCTION DETAILS -DRAINAGE JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER F8W96852 11161 DRAWING NUMBER AREA DRAIN C-508 NOT TO SCALE PRINT DATE JUNE 13, 2011 3 2 0 H G F 10 E 0 10 I Now mmm9mmmmI g I 7 � 6 � 5 j 4 I 3 FACE OF CURB " SPILL GUTTER WHEN PAVEMENT 6 SLOPE IS AWAY FROM CURB 5 1 /2" 1 1 /2" BATTER CATCH GUTTER WHEN PAVEMENT SLOPE IS TOWARD CURB a A:) ti GUTTER LINE LEVEL TOE OF a s 3/4" GUTTER o G o d _z #4 BARS iv \ x s a p CgNT. r- N CD #4 BARS D a ,® 24" O.C. 1> v 2 4" 7" STANDARD CONCRETE CURB AND GUTTER N.T.S. CURB AND GUTTER TURF TACK COAT REFERENCE ASPHALT OR CONC PAVEMENT SECTION PRIME COAT 12" 0//0 �---� 1 MAX. (TYP.) 1 '—o NEW FLEX. PVMT. W/CURB/GUTTER N.T.S. REFERENCE ASPHALT NEW CURB & GUTTER PAVEMENT SECTION FINISHED GRADE PRIME COAT SAW CUT AND TACK COAT TACK COAT 12" EXISTING BITUMINOUS PVMT. d (EXISTING .LL UNDERLYING MATERIAL 2'-0" MIN. REMOVE EXISTING MATERIAL EDGE OF BITUMINOUS PAVEMENT EW CURB & GUTTER ABUTTING EXIST. FLEX. PAVEMENT 24" FIN. GRADE #4 BARS CONT. RIBBON CURB DETAIL N.T.S. . REF. PAVEMENT SECTIONS REMOVE EXISTING MATERIAL — O REF. PAVEMENT SECTIONS L`J REF. PAVEMENT SECTIONS N EDGE OF EXISTING BITUMINOUS PAVEMENT RIBBON CURB SECTION GRADE CONTROL SPECIFIED MAT'L. -*1/8 1/2"f1/8" JOINT SEALANT DETAIL "B" FINISHED GRADSN.T.S. v v v v 12" " TIE BAR #5--30" LONG ® 30"C. TO C. SEE DETAIL. "B" V v 2 1 REFERENCE CONCRETE PAVEMENT SECTION -1 NOTE: 1. WHEN THE CURB IS TO BE CONSTRUCTED MONOLITHICALLY OR INTEGRALLY WITH THE SLAB, DELETE THE JOINT AND TIE BAR. RIGID PAVEMENT WITH CURB AND GUTTER N.T.S. SAW CUT AND TACK COAT 6" EXISTING BIT. PAVEMENT REFERENCE CONCRETE REFERENCE CONCRETE PAVEMENT SECTION PAVEMENT SECTION EXISTING BITUMINOUS NEW CONCRETE PAVEMENT Q EXISTING UNDERLYING MATERIAL T AEXI EXISTING UNDERLYING MATERIAL TOAVATE NEAT LINENTERAND APLACEIALS CONCRETE WITHOUT A FORM. 3'-0" THICKEND EDGE JUNCTURE OF NEW FLEX. AND EXIST. FLEX. PAVEMENT JUNCTURE OF NEW RIGID & EXIST. FLEX. PAVEMENT N.T.S. N.T.S. TACK COAT NEW CONCRETE M d ddN • d REFERENCE ASPHALT PAVEMENT SECTION PRIME COAT 3'—O" 3'-0" THICKENED EDGE THICKENED EDGE JUNCTURE OF NEW FLEX. & NEW RIGID PAVEMENT N.T.S. REFERENCE GEOTECH REPORT FOR SPACING PACING & SIZE NO. 4 BARS ® 18" O.C. EA WAY—DI-1 NO. 4 BARS 0 18" O.C. EA WAY—DI-2 JOINT SEALING COMPOUND VERTICAL SAW 1 4 WIDE CUT JOINT SEALING 3/q" COMPOUND ASPHALT RUBBER CONFORMING NO. 4 BARS ® 18" O.C. EA WAY-DI-3 ' ASTM —3405 FACTURED PR: E�M. ANaU. EXPANSIONJOINT PLATE o N .. .. .. • T = 5-(DI-1 o: .. — LIGHT DUTY)TO •; ®; °:®; ® �— T = 6"(DI-2 — MEDIUM DUTY) n• a T= 7"(DI-3—HEAVY a : :a. .a . DUTY)NAiL X a DEFORMED"A ENT° BGRADE a TYPICAL CONTROL JOINT 3/4" PREMOI En EXP JT FILLER -TYPICAL EXPANSION JOINT LOOSE FIT 26 GAGE STEEL TUBE OR HARD PLASTIC NOTE: REFER TO GEOTECHNICAL REPORT BY TERRACON (AUGUST 27, 2010) FOR SITE PREPARATION & PAVEMENT RECOMMENDATIONS. PAVEMENT PLACED IN CITY RIGHT—OF—WAY OR EASEMENT MUST ALSO MEET CITY OF COLLEGE STATION MINIMUM PAVEMENT REQUIREMENTS. . PAVEMENT JOINT DETAILS CONCRETE PAVING. SECTION KS 10 g g 7 NTS fi 5 OIL TERRACELL LOAD SUPPORT DETAIL NTS •t� SCOTT & WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND a BRINDLEY FOUNDATIONS H SCOTT & WHITE HOSPITAL COLLEGE STATION, TX JACO S TEXAS REGISTRATION. #F 2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 MOON • MAYORAS ARCHITECTS, INC. OWNER: SCOTT & WHITE MEMORIAL 484 238-8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 512-314.3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT: BOB A. LUNDEEN, AIA 817 7367026 JACOBS ENGINEERING F 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010-3300 LEGAL DESCRIPTION: LOT 1 BLOCK 1 SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: JUNE 13, 2011 E ISSUED FOR REVISION DATE KEY PLAN: ........................:....i ... JOEL R. BOCK ...................... p 98441 `�► TONAL E �.r REVIEWE0 FOR COMPLIANCE JUN. 15 2011 ti +: O dt �., it s :, `E DEVELOPMENT SERW ES PLAT FILED: pi NOTES: (FOR CONCRETE PAVEMENT ONLY; DRAWING TITLE JOINTING AND SPACING SHOULD CONFORM TO THE AMERICAN CONCRETE INSTITUTE GUIDE FOR DESIGN CONSTRUCTION PAND REPARED CONSTRUCTION OF CONCRETE PARKING LOTS, ACI REPORT 330, PER GEOTECHNICAL REPORT DETAILS -SITE VERIFY JOINT SPACING AND REINFORCEMENT WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. JACOBS PROJECT NUMBER TDSHS PROJECT NUMBER P8W96852 11161 NOTES: DRAWING NUMBER REFERENCE GEOTECHNICAL REPORT FOR COMPACTION SPECIFICATIONS. BASED ON THE GEOTECHNICAL ENGINEERING SURVEY PREPARED BY TERRACON ON AUGUST 27, .2010. C-509 CONTRACTOR SHALL VERIFY PAVEMENT SECTION WITH TERRACON PRIOR TO CONSTRUCTION. PRINT DATE JUNE 13, 2011 4 3 2 D C 10 9 S 7 0 5 4 3 2 1 SCOTT & WHITE MEMORIAL HOSPITAL ® SCOTT, SHERWOOD AND s" GAP BRINDLEY FOUNDATIONS H y rSEE LAYO1/2" PREMOLDED EXPANSION JOINT FILLER SCOTT & WHITE HOSPITAL �j TO BE PLACED PARALLEL WITH THE COLLEGE STATION,TX 1 /2' PREMOLDED SEE LAY UT PLAN LONGER RUN OF SIDEWALK EXPANSION JOINT FILLER 3'-0" I / 3'-O" UTTER FLOW LINE CONTRACTION o JOINTS J., CONTRACTION JOINTS TOP OF CUR JACO LONGER RUN OF SIDEWALK ' TEXAS REGISTRATION #F 2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 G 5 MOoiv MAYORAS �+ g `7 t,a ARCHITECT S, iNG, OWNER: SCOTT & WHITE MEMORIAL 484 238.8982 TEE INTERSECTION{" INTERSECTION 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 THE MARKINGS OF FIRE ZONES MUST BE RED ' WITH WHITE LETTERING READING. "FIRE 512-314.3100 LANE/NO PARKING/TOW AWAY ZONE" FOUR INCHES IN HEIGHT. THE LETTERING SHALL BE JACOBS ENGINEERING AT INTERVALS OF 15 FEET OR LESS. ALL AREAS WHERE FIRE LANES ARE REQUIRED, BUT 2705 BEE CAVE ROAD, SUITE 300 NO CONTINUOUS CURB IS AVAILABLE, SHALL BE MARKED WITH ONE CONTINUOUS EIGHT AUSTIN, TEXAS 78746 CONCRETE SIDEWALK INTERSECTION DETAILS INCH RED STRIPE PAINTED ON THE DRIVE SURFACE BEHIND THE PARKING SPACES AND ALL ARCHITECT: ADJOINING CURBS. RED STRIPES AND CURBS WILL CONTAIN THE WORDING FIRE LANE -NO BOB A. LUNDEEN , AIA N1S PARKING -TOW AWAY ZONE" PAINTED IN FOUR INCH WHITE LETTERS. 817-735 7026 F JACOBS ENGINEERING 777 MAIN STREET FORT WORTH, TEXAS 76102 FIRE LANE STRIPING FOR CURB/CURB ENDS SCOTT & WHITE SITE -37.12ACRES NTS ZONING - PDD - ORDINANCE #2010-3300 LEGAL DESCRIPTION: LOT 1 BLOCK 1 SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: --CENTERLINE OF DRIVEWAY JUNE 13, 2011 E..-5' 5----� REFERENCE SIGNAGE PLANS FROM JENKE DESIGN ISSUED FOR REVISION DATE E 4' MPS PER PLAN 1-91-:01.1 101- 0" o z RAMP UP 711 N N 5% SLOP 6' 8" DIA 2 COATS OF 4" WIDE CURB RAMPS. W/ TRAFFIC PAINT PAINT TRUNCATED DOME STRIPES FINISH PER DETAIL ON 1O" D z (WHITE) THE NEXT SHEET " g D WHITE REFLEC r� 4" WIDE PAINT �� + V-10" TRAFFIC PAINT STRIPES (WHITE) 2 COATS WH 4" WIDE TRAFFIC PAIN" PAINTED PAINTED LINES ACCESSIBILITY DRIVEWAY TRAFFIC FLOW - 4" SYMBOL (WHITE) 9'-0"--•---9'-a"— �- �'-n"—.. ACCFARIF31__ F RVMRn1 10 1 9 6 mm MIN. (1/4") DIA. NYLON ROPE PLASTIC SAFETY FENCE POST 2.5 In O.C. MAX. (8') 2.5 In,)MAX; PLASTIC WIRE TIES, 3 MIN. PER POST PLASTIC WIRE TIES, 3 MIN. PER POST 8 1 7 1. SAFETY FENCE SHALL BE USED TO PROTECT ALL EXCAVATIONS IN THE RIGHT-OF-WAY. 2. SAFETY FENCES SHALL BE USED TO SEPARATE CONSTRUCTION ACTIVITIES FROM PEDESTRIAN. 3. ALL SAFETY FENCING SHALL BE PLASTIC, 1,200 mm (48') MINIMUM HEIGHT AND ORANGE IN COLOR, 4. SAFETY FENCE USED WITHIN THE ROADWAY SHALL BE REFLECTORIZED WITH A MINIMUM OF TWO (2) STRIPS OF RIETROREFLECIIVE MATERIAL, A MINIMUM OF 25 mm (1) WIDE, THE LENGTH OF THE FENCE OR DELINEATED BY CHANNELIZING DEVICES. 5. SAFETY FENCE USED TO SEPARATE SIDEWALKS FROM CONSTRUCTION ACTIVITIES SHALL HAVE MINIMUM ENCROACHMENT TO THE SIDEWALK. 6. AS A MINIMUM, SAFETY FENCING IS REQUIRED IN AREAS ADJACENT TO EXCAVATIONS GREATER THAN OR EQUAL TO 150 mm (6"). 7. SAFETY FENCING SHALL BE CONSIDERED SUBSIDIARY TO ITEM 803S, "BARRICADES, SIGNS AND TRAFFIC HANDLING 1.2 In MIN. 8• PORTABLE SAFETY FENCE MOUNTS SHALL BE APPROVED BY THE TRANSPORTATION (4') DIVISION PRIOR TO CONSTRUCTION. RUBBER BASE PORTABIZ SAM FENC SAFETY FENCING DETAIL 8 5 4 3 A 2.0' MIN. 7.0' 3000 PSI CONCRETE 1.0' 2.5' 2.5' 0.875' 1.5" CHAMFER CONCR SURFACE CONCRETE PAVEMENT 1/2' DIA. STTEI. COMPACTED BASE COURSE - RODS (J4 REBAR) 2.0' MINIMUM LENGTH ELEVATION VIEW A 0.75' 2.5' FROM " BK CURB OR BLDG. 0.5' 1'S 2 - #3 BARS 0.33' CONCRETE CURB CONCRETE PAVEMENT 1/2" DIA. STEEL RODS (#4 REBAR) LCOMPACTED BASE COURSE 2.0' MINIMUM LENGTH E NTS CURB CURB/BUILDING LINE • "' -�"" MAX CROSS CONCRETE SIDEWALK- 5X SLOPE - 2% BACK OF •rt DAMP BACK OF D CURB MAX 5% CURB �T FACE OF CURB FACE OF CURB 10'-0" 10'-0" 541 TERMINATE CURB PLAN PLAN CURB BEYOND DETECTABLE WARNING DETECTABLE WARNING 'dl 4" CONC. SECTION A SLOPE TO MEET JOINT SEALANT GUTTER LINE SECTION A CURB RAMP DETAIL TYPE 1 N.T.S. CURB RAMP DETAIL TYPE 2 N.T.S. GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES GENERAL NOTES EDITION OF THE TEXAS ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 9 68.102. 1. CURB RAMPS MUST CONTAIN A DETECTABLE 1. ALL SLOPES ARE MAXIMUM ALLOWABLE THE WARNING SURFACE THAT CONSISTS OF RAISED LEAST POSSIBLE SLOPE THAT. WILL STILL DRAIN 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE B TRUNCATED DOMES COMPLYING WITH SEC11ON 4.29 PROPERLY SHOULD BE USED. ADJUST CURB MEDIAN SHOULD BE A MINIMUM OF 5' WIDE. OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). RAMP LENGTH OR GRADE OF APPROACH MEDIANS SHOULD BE DESIGNED TO PROVIDE THE SURFACE MUST CONTRAST VISUALLY WITH SIDEWALKS AS DIRECTED. ACCESSIBLE PASSAGE OVER OR THROUGH THEM. ADJOINING SURFACES, INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED DETECTABLE 2> LANDINGS SHALL BE A 5' X 5' MINIMUM WITH 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS WARNING SURFACE ADJACENT TO UNCOLORED A MAXIMUM 2% SLOPE IN ANY DIRECTION. AND STOP BAR LOCATIONS SHALL BE AS SHOWN CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE ELSEWHERE IN THE PLANS. AT INTERSECTIONS PLANS. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB WHERE CROSSWALK MARKINGS ARE NOT RAMPS SHALL BE A MINIMUM OF 4' X 4' WHOLLY REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH 2. DETECTABLE WARNING SURFACES MUST BE SLIP CONTAINED WITHIN THE CROSSWALK AND WHOLLY THEORETICAL CROSSWALKS, OR AS DIRECTED BY RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH. THE ENGINEER. 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. SIDEWALK AND CURB PAMP IS 2%. REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON 4. DETECTABLE WARNING SURFACES SHALL BE THE PLANS. LOCATED SO THAT THE EDGE NEAREST THE CURB 5. CURB RAMPS WITH RETURNED CURBS MAY BE LINE IA MINIMUM OF 6= AND A MAXIMUM OF USED ONLY WHERE PEDESTRIANS WOULD NOT 10. HANDRAILS ARE NOT REQUIRED ON CURB i0" FROM THE EXTENSION OF THE FACE OF CURB. NORMALLY WALK ACROSS THE RAMP, EITHER RAMPS. PROVIDE CURB RAMPS WHEREVER ON DETECTABLE WARNING SURFACES MAY BE CURVED BECAUSE THE ADJACENT SURFACE IS PLANTING ACCESSIBLE ROUTE CROSSES (PENETRATES) A A ALONG THE CORNER RADIUS. OR OTHER NON -WALKING SURFACE OR CURB. BECAUSE THE SIDE APPROACH IS 5. FOR RAMP CONSTRUCTION WITHIN CITY RIGHT- SUBSTANTIALLY OBSTRUCTED. OTHERWISE, 11. SEPARATE CURB RAMP AND LANDINGS FROM . OF -WAY AND PUBLIC EASEMENTS, PAVERS SHALL PROVIDE FLARED SIDES. ADJACENT SIDEWALK AND ANY OTHER ELEMENTS OCCUPY THE FULL WIDTH OF THE RAMP AND BE WITH PREMOLD OR BOARD JOINT OF 3/4' 2 FEET IN LENGTH FROM THE TOE OF THE RAMP. 6. ADDITIONAL INFORMATION ON CURB RAMP UNLESS OTHERWISE DIRECTED 13Y THE ENGINEER. LOCATION, DESIGN, LIGHT RELECTIVE VALUE AND 6. FOR RAMP CONSTRUCTION WITHIN PRIVATE TEXTURE MAY BE FOUND IN THE CURRENT 12. PROVIDE A SMOOTH TRANSITION WHERE THE PROPERTY, PAVERS SHALL OCCUPY THE FULL WIDTH CURB RAMPS CONNECT TO THE STREET. AND LENGTH OF THE RAMP. 10 9 8 TOP OF CURB FACE OF CURB L = 10' TOP OF TOE CONTRACTION JOINT e ° 17 " 7 ° CURB HEIGHT a Xe a ° 0 17 a o a a a a° p a a a a a ° GUTTER a a° ° a ° LINE A D a a a a a ° © a SEE CURB AND GUTTER 44 BARS CONT. DETAIL FOR REINFORCING/ CLEAR STEEL PLACEMENT CURB TERMINATION DETAIL N.T.S. 7 0 NOTE: SECTION A - A 1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE CURBS TO PERMIT RELOCATION OF CURBS. 2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED 2.5' OFF OF BACK OF CURB. 3. IF NO CURB, PLACE 3' OFF OF EDGE OF SIDEWALK. WHEEL STOP DETAIL N.T.S. 5% SLOPE ---'- BACK OF CURB MAX CROSS SLOPE - 2% 5% SLOPE. "-- 5'-0" 10'-0" FACE OF CURB-/ 10'-0" TERMINATE I EKMiINATE CURB CURB PLAN SLOPE TO MEET CURB BEYON GUTTER LINE DETECTABLE DETECTABLE WARNING WARNING 12 > 1� ,r,' �? •'s .ems: ,y c,Lc4 4" CONC. JOINT SEALANT SECTION A CURB RAMP DETAIL TYPE 3 N.T.S. 4 NEW SIDEWALK 1/2" EXP. JT. SLOPE 40) 2% CURB/GUTTER NEW SIDEWALK ABUTTING CURB N.T.S. 2 i SCOTT & WHITE MEMORIAL HOSPITAL SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS H SCOTT & WHITE HOSPITAL COLLEGE STATION, TX JACO S TEXAS REGISTRATION #F-2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 O�00_MAYORASCHITECT LNG.. OWNER: SCOTT & WHITE MEMORIAL 484-238.8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98441 512-314 3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT: BOB A. LUNDEEN , AIA 817.735 7026 JACOBS ENGINEERING 777 MAIN STREET FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010-3300 LEGAL DESCRIPTION: LOT 1 BLOCK 1 SCOTT S WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: JUNE 13, 2011 E ISSUED FOR REVISION DATE KEY PLAN: 00, • �tS* ...:..........................1 JOEL R. BOCK eroll REVIEWED g0 anninq _.� ooy C A C JUN 15COL�011 D WING TITLE @` IN CONSTRUCTION DEVELOPMENT SERVICES PLAT FILED: DETAILS -SITE r ECT NUMBER TDSHS PROJECT NUMBER 11161 BER C-511 JUNE 13, 2011 2 1 A a 0 10 � 9 8 7 1 6 3 i - HI mi ©' Al 71 Al Al AI SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1/4" R 1/2" 0 X 18", 12" O.C. k 3/4" (COATED W/HEAVY GREASE) RECYCLED MATERIAL, 1/2" 3" LONG METAL OR PLASTIC CAP, THICK AS MANUFACTURED INSIDE DIAMETER TO BE 1/16" GREATER BY J.D. RUSSELL CO.OR THAN DIAMETER OF DOWEL BAR. CAP APPROVED EQUAL MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR. SIDEWALK EXPANSION & CONSTRUCTIONJOINT NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN SAWED OR FORMED, ACCORDANCE WITH B/CS UNIFIED. 1/8" TO 3/16" SEAL WITH EXPANSION DESIGN GUIDELINES. JOINT MATERIAL, MIN. 2. FINISH: LIGHT BROOM FINISH. JOINTS 3/8" R TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS @ 60' O.C. _. -:" a'•�." .o- 411 CONTRACTION JOINTS @ 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, SIDEWALK CONTRACTIONJOINT JUNCTION BOX, ETC.) WITH 03 x 12" BARS @ 12" O.C. OR 114 x 12" BARS @ 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE pp '4 MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY 3'-0" MIN. PROCTOR COMPACTION TEST ASTM E-- 5'-0" VARIES D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT �— 2% MAX. .•,����\ ��� �,,,� _.._,.-•r, •_--. 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL • '• '" : '• '� � BE PROVIDED FOR ENTIRE LENGTH OF ••�• •'•• :•:•:'.i•' SEE NOTE 4 SIDEWALK. #3 BARS @ 12" O.C.E.W. OR 28-DAY CONCRETE 04 BARS @ 18" Q.C.E.W. STRENGTH = 3000 psi (4" THICK MIN.) SEE FINISH NOTE ALONGLOCAL STREETS 5' CONCRETE SIDEWALK DATE BICS UNIFIED DETAIL NO. CSTYOFOOLLEGESTA'nON CITY OF BRYAN JAN. 2009 STANDARD DETAIL SW1-02A �coodWr,T,=Sj 3/8" DRILLED HOLE TOP SIDE ONLY ° ° ° ° SEE FLANGE DETAIL ASTM A53 SCH. 40 BARE STEEL PIPE MIN. 1 Y" 1 9/10 " 0. D 3511 RACK TYPE 1-2 SPACES 1" 411 /211 FLANGE DETAIL BICYCLE PARKING DETAIL N.T.S. 10 9 S c c CONCRETE CAP 8.OPIPE FILLED SOLID W/CONCRETE e O I GROUT FINISHED GRADE i JOINT SEALANT �� I I ( I I (=I I 3/4" f1 /$" I I o 1 /2" EXP. JT. CONC. NEW CONCRETE co.. t ; FOOLING 8" 8" NOTE BOLLARDS SHALL BE V-4" PAINTED USING APP— ROVED COLORS. PIPE r BOLLARD •AIr. — 12'-4" MAX -1) T I 1 1 n i/ VEGETATION SCREEN OPTION 1 N.T.S. 7 6 COLD JT. r- CURB & "A" .,.` . 2.: PLANTING — COLD JT. mod. FIN. GRADE 6" N d a • 11 El 11- �- •• �� L-=1 I is I_I I I_i I I I=1 I I-1 I i=1 11=111=1 11= 6x6xW2.9xW2. f 11 BARS SAND WIRE MESH I=T ,I I i-1 11=1 i 1=1 I is SECTION "A" CONCRETE FLUME — DETAIL CAST STONE COPING 14' - 5" MAX 3" THICK GREENSCREEN PANEL EVERGREEN --� VEGETATION SCREEN OPTION 2 CURB & ,URB MONOLITHIC W/SLAB FIN. GRADE SCOTT & WHITE MEMORIAL HOSPITAL � � SCOTT, SHERWOOD AND BRINDLEY FOUNDATIONS H SCOTT & WHITE HOSPITAL COLLEGE STATION, TX JACOBS 8 TEXAS REGISTRATION #F-2966 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 MOON - MAYORAS G ARCHITECTS, INC. OWNER: SCOTT & WHITE MEMORIAL 484 238-8982 2400 S. 31ST STREET TEMPLE, TEXAS 76508 ENGINEER: JOEL R. BOCK, P.E. #98"1 512-314-3100 JACOBS ENGINEERING 2705 BEE CAVE ROAD, SUITE 300 AUSTIN, TEXAS 78746 ARCHITECT: BOB A. LUNDEEN , AIA 817-735-7026 JACOBS ENGINEERING "I MAIN STMr. 7 FORT WORTH, TEXAS 76102 SCOTT & WHITE SITE - 37.12 ACRES ZONING - PDD - ORDINANCE #2010.3300 LEGAL DESCRIPTION: LOT IBLOCK I SCOTT & WHITE HEALTHCARE SUBDIVISION SUBMITTAL DATE: JUNE 13, 2011 ISSUED FOR REVISION DATE E BRICK VENEER — D ACME BRICK "AMERICANA" �■ ■■■■■■■■■■■■■r �� Nil M M ■■■■■■■E■■■■KEY PLAN: ■■■■■■■■■■r ■■■■■■■■■■r ■■■■■■■■■■ r iiiiiiiiiiiiiiii ■■■■I�■■r MMEMENSE ■■■■ ■■r � ■■■■■■■ 11� Ing ■■■■■N, UP ■■■■■■ ' iiiiiiiiiiiiiiiiMmumm ■■■■■r ■■■■rDRAWING— ■■■■/ • . �.� OEM iiiiiiiiiiiiinONE ■■■r I■■■Nil I E W E Lri% F Lo) m" f-COBS PROJECT NUMBER TDSHS PROJECT NUMBER 11161 1 } m to a� �� r, ' :: a -- - -- ING NUMBER ISH JUN 15 7njj C. DE coi �51 2 DEVELOPMENT SERVICES PLAT FILED: INT DATE JUNE 13,2011