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Home My WebLink AboutDrawings0 20 40 60 1. SCALE. 1 =20 CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. BUILDING DATA SUMMARY EXISTING USE: TEXAS A&M HILLEL STUDENT CENTER PROPOSED USE: S A&M HILLEL STUDENT CEN TEXAS TER NO: OF STORIES: 2 PROPOSED BUILDING: TOTAL SF HEIGHT i TYPE F 16,768` 32.5 FEET.!) IIB BUILDING SPRINKLER SYSTEM: YES FIRM MAP NO:48041CO144 C (Not located in 100 yearloo dlain or floodway _I PARKING TABULATION PARKING REQUIREMENT '10.33 SPACES PER SEAT TOTAL PARKING REQUIRED:1033*150 SEATS)= 50 SPACES _PARKING PROVIDED I ' * TOTAL PARKING PROVIDED: 47 SPACES:(45 STD, 2 HCz ) : **ADMINISTRATIVE ADJUSTMENT MADE BY CITY OF CS k i UTILITY DEMANDS Minimum Water Mawmum Water Average Water 0 GPM 125 GPM 31.25 GPM (Peak Flow -Avg Daily Flow* 4) Max. Semr Load 120,000 GPD (Based on 16 hour day usage) Flow Fire Flo Requirement 1,375 GPM e Fire Co (Based on de Tables B106.1 & C105.1) � rl 8' SIDEWALK WITH Z LEAVE ni IT I=r1R RRIrK PA\/FRC Qz wcaIt 0 uj < J o X °Ww�� l 00 N Q N Z YAC, Z LL 00Lu N m v X R =W o 00 Zo U) Cl) WoF �W�tw W� W�oNZ IoW -0 r X W Oho HEADWALL O EXIST, EDGE OF PAVEMENT LEGEND: PROPERTY LINE - = ADJACENT PROPERTY LINE BUILDING SETBACK LINE EXISTING PAVEMENT EDGE FIRE LANE W/ MIN. 4" LETTERS STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE" W EXISTING WATER LINE PROPOSED WATER LINE --- ss EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING MANHOLE +FH EXISTING FIRE HYDRANT PROPOSED HANDICAP PARKING T PROPOSED WATER VALVE ® PROPOSED WATER METER 8 PROPOSED SS DOUBLE CLEANOUT PROPOSED FIRE DEPT. CONNECTION FDC EXISTING TREES TO REMAIN M e SITE RETAINING WALL PROPOSED PAVERS 0 0 0 00 o 0 0 0 0 0 0\ PROPOSED GRASSPAVE 2 OR 000 0 r,00000000 APPROVED EQUAL 0 Iv. lr_-ru1 a ZONING: R-1 Iu. ctruIU ZONING: R-1 SITE PLAN NOTES: " 1) REFER TO ARCHITECTURAL PLANS FSR COMPLETE BUILDING DIMENSIONS. ' l 2) RESIDENTIAL 'AUTOMATIC CONTAINERV TYPE TRASH CAN SHALL BE PROVIDED FOR SOLID WASTE PICKUP.�,•- OCCUPANT SHALL ENSURE THAT CONTAINER IS STORED BEHIND BUILDING OUT OF PUBLIC VIEW. 3) REF. ARCHITECTURAL PLANS FOR PROPOSED SITE SIGNAGE. TEXAS A M UN VERSITY �G� 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY\�F�\ S TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. ` 5) SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND / OR METAL DUMPSTERS SHALL BE SUPPLIED BY THE 7Y Nx�' / qG F CITY OF COLLEGE STATION OR CITY PERMITTED CONTRACTOR(S) ONLY. 6) EXISTING WATER AND 'SEWER LINES SHOWN ARE BASED ON SURVEYED INFORMATION AND CITY OF COLLEGE \ �j STATION UTILITY MAPS. FIELD VERIFY TIE-IN LOCATIONS. SITE LOCA ION 7) ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED \` i J \ 1 / / \ kc SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 OF THE �� / SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALED TO MAINTAIN A UNIFIED APPEARANCE. � ; �_ i; •:,� 8) 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS ; '\` /< �j/ C `Ix REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREA, THE PARKING LOT SETBACK, i TY DISTURBED DURING CONSTRUCTION. DECORATIVE ROCK MAY i5" --T- RIGHTS-OF-WAY, AND ADJACENT PROPER Q � NOl"BE LOOSE. 6, i / �• \ , PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, REDUCED PRESSURE 9 IRRIGATION SYSTEM WILL BE PROTE , K BACK FLOW DEVICE AND INSTALLED AS PER CITY: PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK � , � ,• ��, � , � / � / ; ORDINANCE 2394. D TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394._ 10) ALL BACK FLOW DEVICES WILL BE INSTALLED AN T S • 11) ALL WATER LINES TO BE CL 305 DR 14 PVC, MEETING AWWA C-900 OR C-909 STANDARDS. \`w 12) ALL SANITARY SEWER LINES TO BE SDR -26 PVC. 13 SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TCEQ REQUIREMENTS FOR e T RNATIONAL PLUMBING CODE. S SEPARATION AND CROSSINGS, AND IN ACCORDANCE WITH THE 2009 INE O i • N - .ALL METERS TO BE LOCATED WITHIN THE P.U.E. READ 14 METERS TORE INA VAULT AND TOUCH -READ. i � \ i 15 FIRE SUPPRESSION LINE VALVES SHALL HAVE A LOCKABLE LID TO BE AMP OR USA LL562 LOCKING LID. ., � � `. � % '�\� Rei' `• / APPROVED BY COLLEGE STATION UTILITIES DIRECTOR. i' ,\✓i \ ` j , , ALTERNATE LOCKING LIDS SHALL BE NOTED OTHERWISE. , 16) ALL UTILITY LINES ARE PRIVATE UNLESS I 17) ALL SIGNAGE TO BE PERMITTED SEPARATELY. LOCATION MAP ILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED 18) EXTERIOR BUILDING AND SITE LIGHTING W 2,C NTS BELOW AN OPAQUE HOUSING AND NO L NOT PROJECT Q DEV ORDINANCE. E LIGHT SOURCE SHAL O DEVELOPMENT ORD NANC TH L ., E WILL BE MOUNTED IN SUCH A MANNER LIGHT HORIZONTALLY: FIXTURES FIXTURE SHALL DIRECTLY PROJECT L THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. j (TW) , CONDUIT PER CSU SPECS AND DESIGN. a WFIDwi 19) DEVELOPER TO INSTALL ELECTRICAL „ • Low P e le Soil Keystone Or Approved Equal) Ca Unit DEVELOPERT R VIDE RIGID OR IMC CONDUIT FOR RISER POLES. <8 Min. L w af� Y ( PP q ) p 20 TO 30 OF F COLLEGE STATIONS OR OTHER EXISTING CITY C •`' 21 DEVELOPER TO INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERSKe stone Or Approved Equal) Standard Unit, Y ( PP 9 ) , BIKE RACK DETAIL DEVICES AND EXTEND AS REQUIRED. /\ DESIGNATED TRANSFORMER OR OTHER EXISTING DEVICES DEVELOPER WILL I / 4 " til , 22 IF CONDUIT DOES NOT EXIST AT DESIG LAYOUT. t m SHOWN ON CSU ELECTRICAL I FURNISH AND INSTALL CONDUIT AS O - _- RETAI D S / .. . \ g T PER 1 \ \ Irnshed Grade _ 23) DEVELOPER TO POUR ELECTRIC DEVICE PADS OR FOOTINGS (i.e. TRANSFORMERS, PULL BOXES, ETC) �/\ \ „ _ Unit Drainage F 1 = 24 0 CSU SPECS AND DESIGN. w 9 n \/ PER CSU SPECS AND DESIGN PULL BOXES PROVIDED BY CSU). _ z (3/4 Crushed . / 12" a 24) DEVELOPER TO INSTALL PULL BOXES ( ) Y \/\/\/\ \ " Rock or Ston AND KNOX CAPS ARE REQUIRED FOR U ) 25) A KNOX BOX. SECURITY KEY SYSTEM IS REQUIRED ON ALL BUILDINGS _ Q _ / .. _ .. ,. THE FDC. F- Approximate its \ �(\BW'\ )26 CONTRACTOR TO PLACE FIRE LANE SIGN AT SITE ENTRANCE of Excavation \ .� • Crushed Stone Levelin Pad - .. .. 4 PerforatedC Drainsi a II e e • . a � �.... . FOUNDATION SOIL Wrapped in r Fabric, (If Required) ,U SH DR I VARIES / / / c� • o - STABILIZE SUBGRADE PER - - Typical Gravity Wall Section .0--��----�_ GEOTECHNICAL ENGINEERS EX. 5.01 SIDEWALK Standard Unit_ z 1 Setback RECOMMENDATIONS T W W W W Irl W W W W W * SEE PLAN FOR THICKNESSES OF CONCRETE PAVEMENT .:: w _ -I (--- SITE 4.5' CONCRETE PAVEMENT \Wco � . MASONRY WALLS N W : .. co 1 N 42 6 30 F 300J0 24.0 -BAR,: ` S o CONTINUOUS 523 7.�.00 TEXAS AHILLEL STUDENT CENTER 1 0 --� o ( L SF 5 0 GE01GE BUSH DRIVE 6 ®( p" 1 r 18.5 -�-I SEE GRADING EL _ C LLEGE STATION TEXAS r, ..... _ ..:. ......... PLAN' FOR i\ ti yy .{ # �" •: W12 ..........•.'. •••;.•.•�•,...•............... ............:. Q- SLOPE , �, m 62.0' E, o ..........:... *.............. ..... .................. co o. 0.928 ACRES • e. A,.o ;•d v fj� j �y I � RI�QUIR r d: .. 7.2 ti d _ Q}f*} .. ... ... ... �. A - p _ O X 1 ^D� I ...................... ....... >- c co - LO S 1 BLOCK 20 COLLEGE PARK , D STUDENT CENTER o Y W U- . ., a ! C3 „I. 11,094 S.F. ..........:......... w ........................'.'.'.'.'.'.'.'.'.'.'.'.'.'........ U m W Q Q Q VOL. 38 PG. 602 ' .F.E = 335.50' .._..• ..................':......................'. _ E- p O a ...........: ,.. a ............. . .. _ 2 x•2-f3OLLO.I�T . .. �.. u? cco i . © - 6 MASONRY -I co c+� l U C7 m NTEGRAL SPILL CURB _ -� ..............:.'.'.'.':'.'...'..'....... ERs ........ I E SCOTT LE G: E A 50 o.......... _�z F P '� WALL Z D Y cn COII�IQ q, _ J A �J� co. cc; v a n _ .. .. d .. Z .:! LOT C9 0 0 W LCAT'.2'....'...'.'.'.'.'.'.':a; .'.'.'.'.', m O ' ..'..'..... '.'.'..........' .........•......... �,..... @ ZONING R-1 r:232.ACRES p 0.232 ACRES z m w tv ARRIER-FREE. r.......... cn o '� N 0 GRASS FILLED ....... ..................... ;AM i 9.0' '`y o w �--� �' ° Q oo j- = W URASSPAVE2 ®VUhIER: REV�E ED OR �� COLA E 1 SPACES @ _ `�' co MR. PHILIP RIVERS - 12 .5' _ 229LO b co u) o COMPACTED o SF c� w ' o °' SANDY GRAVEL T H LLEL AT TEXAS A&M UNIVERSITY JUL Q g:� WHE LSTO ,REF. - y 800 GEORGE BUSH DR 10.5 a. � °O 42.0' 7.5' a ROAD BASE OLLEGE STATION, TX 77840 COLLEGE STA ON 4" FIR DETAIL ON TEE C-08 �, �' •` EXISTING TELEPHONE: (979) 696-7313 ENGINEERS G `� 4" F PUBLIC I CONCRETE: EMAIL: hillel@tamuhillel.org �4 �.- -' t1 _ 12" BELOW I - W FIRE kD- 2O -) BASE �- f GRASSPAVE21 PREPARED BY: 11 W - DOM : COURSE 1 TIE-IN AT DEPTH RCHI E T: .a '�' ``' I _ EXISTING o �s 4' 'A, �'s 1 4' ��' I 'i'�s, CONCRETE 6 MIL. SLATTER'11' ACKETT ARC ITE j'� Q 2�' s Q- - - - �--16 DETAIL IMPERMEABLE CONTACT MR. D� VID SL TT VIEWED FOR R PLATE OST a COMPLIANCE s 5 OR LINER 730 NC. RTH OA RD 1.4 _ 0 324 NOTES: Hpi,r'STON TN. 7702 a..; m 210.3 'a E: 71 ) 521 0591 JUL 0.0 of 9 SF o �°''• H o 208' co 7 S ACE @ 9 SF TRANSF RMER � 1 COMPACTED SUBGRADE SHALL BE 95% TELEPI. ON � � -z 0 CD ch o SF 64.01 - LOCATI N 5S�' MODIFIED PROCTOR DENSITY EMAIL: sfudio@s tt rytac tt-com75. ,, , 37.0' - +QWAA W I A rIQN / PER MANUFACTURER RECOMMENDATIONS. Lo Ui DEVELOPMENT FIVICE 'JO WST2 76GAS ,,QQ 5 _ �__- 2) GRASS / PLANT TYPES SHALL BE SPECIFIED PLAT FILED GAS GAS (�R S G ,.�'� �,S TAS GA� BY A LANDSCAPE - W W -gam �,/ W W W W ARCHITECT OR QUALIFIED LANDSCAPE' SAWC T INE PROPOSED DRIVEWAY, � ---_ . � DESIGNER. �• � , ACE 779' ` c REF_. CS DETAIL ST2-03 'H PVMT ` �S SS - SS SS S k. GRASSPAVE2- :. 602 v' 35.3 -� 43.8 1 IEussA :TH As 98398 - - - - - - 1712 Southwest Pky, Ste 105 LLEGE PARK ,E, LOT 2 (65 OF), BLOCK 21, COLLEGE P R1 LO 1, BLOC 21, COL EGE PARK College Station, Texas 778410 :HURCH LITTLE WILLIAM HENRY PROTESTAN EPISCO AL CHURCH PROJECT BENCHMARK: is BM FDR R 77840 806 ABERDEEN PLACE, TX 77840 808 ABERDEEN PLAC , TX 77840 Ca NSTI U '('ION P.O. Box 10763, 778420763 ID: 24077 ID: 24076 2.5" CONCRETE MONUMENT AT THE SOUTHEAST 979.68-Q.8840 (Phone) ZONING: R-1 ZONING. R-1 ;:... CORNER OF GEORGE BUSH; DRIVE AND DEXTE _. R 979.6 .884 F x DRIVE. JUNI21 2012 o c a ) WWW. eSsneren ineerin .com ELEVATION = 330.16' $g g g 7 r "90 3 10 i I 1 2 0 20 40 60 SCALE: 1 "=20' CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. BUILDING DATA SUMMARY EXISTING USE: TEXAS A&M HILLEL STUDENT CENTER PROPOSED USE: TEXAS A&M HILLEL STUDENT CENTER NO. OF STORIES: 2 PROPOSED TOTAL SF HEIGHT TYPE BUILDING: 16,768 32.5 FEET IIB BUILDING SPRINKLER SYSTEM: YES FIRM MAP NO: 48041COW C _ (Not located in 100 year floodlain or floodway i f PARKING TABULATION PARKING R_EQ_UIREMENT:0.3_3 SPACES PER SEAT TOTAL PARKING REQUIRED: - _ (0.33*150 SEATSS)= 50 SPACES PARKING PROVIDED: _ TOTAL PARKING PROVIDED: 47 SPACES (45 STD, 2 HC)** _ **ADMINISTRATIVE ADJUSTMENT MADE BYCITY OF CS i UTILITY DEMANDS ;' o�NO _ Minimum Water Maximum Wafer Average Water 0_GPM --125 GPM 31.25 GPM (Peak Flow =Avg. Daily Flow* 4) Max. Sew Load 120,000 GPD (Based on 16 hour day usage) Fire Flow Requirement 1 1,375 GPM (Based on Fire Code Tables B105.1 & C105.1) yr . _ 8_SIDEWALK WITH -2, _ . - ---_ LEAVE ,.. OUT FOR BRICK PAVERS, ' •, REF. BCS DETAIL SW1- MASONRY W LL STONE`,, ' %VERS TO MATCH IROPOSED BUILDI,IJG STONE I I Y z � 1 I� < IL- o w Co Mt w Q i 2 0 r R o vwuio� ( z I X==Al 0 coa p0W-N ;' o�NO ire Uw w > 16 Cj: OU I ( I J I yr . _ 8_SIDEWALK WITH -2, _ . - ---_ LEAVE ,.. OUT FOR BRICK PAVERS, ' •, REF. BCS DETAIL SW1- MASONRY W LL STONE`,, ' %VERS TO MATCH IROPOSED BUILDI,IJG STONE I I Y z � 1 I� < IL- o w Co Mt w Q i 2 0 r R o vwuio� ( z I X==Al 0 coa p0W-N ;' o�NO ire Uw w > 16 Cj: OU I ( I J I I z I q } W Q r Wj MULGI• GRAD NATURAL L- -- -- . , - _ , VERTICAL INTO SOIL WITH SPADE :i1 FLANTI NO SED F -DoE LAWN PLANTING BED O ° � 0 � _ a ° O °c a a O OD MULCH o° o O TYPICAL CONTAINER SHRUB QD4 r> o ° A o ° ° SHREDDED HARDWOOD ° p a BARK MULCH ac ° c o - as o CONTAINER GROWN PLANT WITH a° 4 I [ -- E a ROOTS LOOSENED 4 PULLED OUT i E , ; O PLANTING SOIL ...... 3.......:.... .12 Ig SEE BED PREP DETAIL ""' ` ' - ° EXISTING SUBGRADE •' ' ' ' NOTES: _... I---- i '�� ` I...�."1 .€�.�� • � I �•.�� _`_. � I� I. FOR ROOT BALL DEEPER THAN 12", PITC -- SHOULD BE A MINIMUM OF 4" DEEPER THAN PLANT BALL. MIN. I , 2. PRUNE SHRUB AS RECOMMENDED BY GROWER ONLY AFTER THE PLANT HAS :.... BEEN WATERED IN TO THE PLANTING SOIL 45 I NOT TO SCALE71 �._. 4 GONTANER SHRUB FLANTINO SPACING VARIES NOT TO SCALE SEE PLAN FOR LAYOUT as p i o a 0 0 5" MULCH I I I. BEDS TO HAVE SMOOTHLY GOUNTOURED AND CLEANLY DEFINED EDGES (SEE DETAIL). 1. CONTRACTOR TE~ O AND RAPE, OD OR HYDR05EED STRAW MULG RESULT OF HIS O LL AREA rp,R' HO iK. DISTURBED A5 A C ° p 2. UPRIGHT 5TAK O 13E SED ON TREE5 UP TO 12' IN HEIGHT. LARD TREE MUST BE GUYED. ° p 5-1/95 OF ROOT EALL T BE, ABOVE FINISHED O O GRADE. Y ,--t ,.. • ._._. p 4. DO NOT COVER 0 o ROD GOWN �Q C 0 R ° IAUCE BER 10 5,44LVANIZED E WIRE c� D BLET ND TWI5TED O 21 K 2" HARDWOOD E GUY STAKE a 3 ER Ti EE :: ,• •;,q ;,, °=' ::< - - RE IOVE TOP I/5 OF ALL BURLAP F RIC AROUND ROOT BALL 4' ULGI-� v.:: ::.. .......... � 5" AUG R ROUND TREE c SOI MIX- SEE BED PREP DETAIL 5: I MAXIMUM TO FIRM BEARING ORA55ED SLOPE -EXI TING CSR'4,DE CONTAINER GROWN 5HRU5 WITH ° ° ° ° /000�I ROOTS LOOSENED TEASED OUT a o as p PERENNIALS OR GROUNCOVERQ 0 0 ° ° ° REMOVE TOP 1/5 OF ALL BURLAP • � ° FABRIC AROUND ROOT BALL o ° i US TREE O :E5 EXTENDED :INC SFE NOT TO SCALE .Q ° ° Ne)TEci: 0 °° � 0 O a p SHREDDED HARDWOOD BARK o ° ° I. CONTRACTOR TO REGRADE, 50D OR ° MULCH o • • Q ° a O 3" - 4" HARDWOOD MULCH a 4 ° o °o p a p HYDR05EED AND STRAW MULCH ALL AREAS b o O° o �°� ° o 2" FOR G.G. ;a o a ° o 40o DISTURBED A5 A RESULT OF HIS OR HER WORK, d °p° c o S o 3" FOR PERENNIAL �� EXISTING GRADE O p O 2.� UPRIGHT STAKES TO BE USED ON TREES UP Tp e ° ° ° a o • o oc ° 0 12 IN HEIGHT. LARGER TREES MUST BE GUYE f / O 5.115 OF ROOT BALL T D. O e o NOT S• .. T '1' = =' € ... pia ° FINISHED GRADE. ABOVE ° 1. CONTRACTOR TO REGR DEI 5 D R f 4 4. DO NOT COVER ROOT GROWN D 12" - IS" TYP. E • � • ' SOIL MIX � °-�� :;: •• • ° ° ° v HYDR05EE0 AND STRAIN UL�H LL AREAS Y �� a ° ° ° DISTURBED AS A RESULT F HI5 R 4ER WORK. 4 4 41:39 2. 1/6 OF ROOT BALL' O I _ .......... E. , a a o o FINISHED GRADE. ............ f ! I 0 ESE k5i� VE a a o ao RUBBER H05E :.. - j E• E _ a Ftp po 0 0o B. DO NOT COVER ROC T GR Nj ..... ......... ........ !.II :.; Q Q D v O °° O a c 12 GAUGE GALVArNIZED WIRE """"" "�"_""��' COMPACT SOIL TO 855>; AT OPTIMUM O p ° � ° ° v j DOUBLE STRAND TWISTED ° ° ° Q MOISTURE CONTENT 2 X 2 HARDWOOD GUY STAKE ° a4 e e v 6" ;(MIN) TOPSOIL WORKED INTO TOP 12" - 18" OF 3 PER TREE ° ° ° c cp REMOVE I OF ILL BURLAP ° e O v _ EXISTING SOIL AND AMMENDED A5 NECESSARY. - - Qo Q ° c ° o , RO T B LL 3 MULCH o o c eQ 5E -I -NOTES �-�- NOTE: 5" SAUCER AROUND TREE 0 0 5" MULCH I I I. BEDS TO HAVE SMOOTHLY GOUNTOURED AND CLEANLY DEFINED EDGES (SEE DETAIL). REMOVE BEDS SHALL BE CURVILINEAR EXCEPT AS NOTED ON PLAN. TOP 1/5 OF ALL BURLAP 5" SAUCER AR UNQ TSE 2. PROPOSED BEDS MUST BE LAID OUT ON SITE AND APPROVED BY =- E Y ,--t ,.. • ._._. FABRIC AROUND ROOT BALL OWNER.` 5. COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND TA55 FROM THE PLANT. ,..........._ - -- SOIL MIX SEE EXI STING GRA[ E 4 PLANT SPACING VARIES - (SEE PLAN) .:-- € ! -- :: ,• •;,q ;,, °=' ::< - - L...` BED PREP DETAIL 501E MIX 5. ALL SHRUBS TO BE PLANTED IN MULCHED BEDS ..........E~ L.. v.:: ::.. .......... � UPRIGHT STAKES EXTENDED SEE BED PREP ETAI 6. PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES 4 LIMBS �� =; ' TO FIRM BEARING I 1 _ : _.... ,..... ::: • . E UB -GRADE i I.... 2 F EFARATI ON FLANTI NO DECIDUOUS TREE NOT TO SCALE NOT TO SCALE TYPICAL CONTAINER CONIFEROUS SHRUB SHREDDED HARDWOOD BARK MULCH CONTAINER GROWN PLANT ROOTS LOOSENED LOOSENED 4 PULLED OUT PLANTING 501L SEE BED PREP DETAIL EXISTING 5UB6RADE° NOTES: I. FOR ROOT BALL DEEPER THAN 12", PIT SHOULD BE A MINIMUM OF 4" DEEPER THAN PLANT BALL. 2. PRUNE SHRUB AS RECOMMENDED BY GROWER ONLY AFTER THE PLANT HAS BEEN WATERED -IN TO THE PLANTING 501L TYPICAL GROUND COVER PLANTED AT NURSERY LEVEL FINISH GRADE MIN 2"MULCH �7 I ... 12" TYP. -•';_ ........... ...E.:......... € ...._..: - 1 • ... .. .... . :._...... ....: i EI .._..... �...., -.I _ ;.... �... ......_....- ;......_..._.... ! _ MIN. ifEI I I!II I(: I1 [IEI1 SEE LANDSCAPE DRAWINGS 50ARIFIED SUBGRADE SPACING VARIES 5"-4" PLANTING 501L MIXED NA� EWSOIL AMENDED IL WITH NATIVE SO�H GONIFER SHRUE3 FL.ANTINC NOT TO SCALE OROUNDGOYER FLANiINO 25m MIN DECOMPOSED ORGANIC MULCH AMENDMENT 1=sTEm DECIDU SEE 40T TO SCALE � p�Y L. m� 14$ G+�� F *V Tony Hziuser 2010.11.30 11:43:3 05'00' W Cn w w Z M (/7 ® � X 06 c= z co(� O m w L1J CD CD L -LJ CD J C:) O w = J W06 4< CJ3 W SLATTERY TACKETT ARCHITECTS WITH J.W. WOOD, Architect GIANNA GLASSMAN, AIA 730 NORTH POST OAK RD., SUITE 200 HOUSTON, TEXAS 77024 713,524591 studio@slatterytackett.com DATE: 11/24/10 PROJECT NO: 0819 DRAWING: LANDSCAPE PLAN SHEET NO. Lml 1 1 02010, SLATTERY TACKETT ARCHITECTS, LLP O FINISH GRADE/TOP OF MULCH O POP-UP SPRAY SPRINKLER: RAIN BIRD 1803 WITH 1800 VPC WITH RAIN BIRD ROTARY NOZZLE O PVC LATERAL PIPE OSWING ASSEMBLY: RAIN BIRD MODEL SA 6050 O PVC SCH 40 TEE OR ELL POP-UP SPRAY SPRINKLER VALVE TEST GOOK VALVE 1805 WITH SWING PIPE NOT TO SCALE O 30 -INCH LINEAR LENGTH OF ELECTROMECHANICAL CONTROLLERS WIRE, COILED O WATERPROOF CONNECTION: 1.2 IRR16ATION SYSTEM PIPING SHALL BE SCHEDULE 40 PVC WITH 5/4" MINIMUM RAIN BIRD SPLICE -1 (1 OF 2) 1 2 3 4 5 O s ID TAG: RAIN BIRD VID SERIES O4 REMOTE CONTROL VALVE: The controller shall be of a hybrid type tIIIIIct microelectronic circuitry capable of "fully u RAIN BIRD PGA I nos or 3" MIN. O VALVE BOX WITH COVER: PRE55URE VACUUM BREAKER BACKFLOW PREVENTER INSTALLED AND TESTED IN ACCORDANCE WITH CITY ORDINANCE 25014. THE BACKFLOW PREVENTER SHALL BE .i a RAIN BIRD VB -STD -mountable, weath 9 O6 FINISH GRADE/TOP OF MULCH O PVC SCH 80 NIPPLE (CLOSE) INSTALLED ON THE OWNER'S PROPERTY. Oobo�og0 10 OS PVC SCH 40 ELL tab a for either indoor or outdoor O PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) The controller shall have a base unit with 44 capable of receiving station modules oft 11 PVC MAINLINE PIPE is cis do 16 15 14 13 12 11 12 SCH LENGTHIPHIDDEN) PLE N AND D RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. 1.6 IRRIGATION CONTROLLER SHALL BE A RAINBIRD ESP-5MT4i MODULAR CONTROLLER WITH WEATHER SENSOR AND SHALL BE SCH 40 ELL ! -,d on or of 13 PVC SCH 40 TEE OR ELL r € 1 r 14 PVC SCH 40 MALE ADAPTER r" 15 PVC LATERAL PIPE e hours. 16 3.0 -INCH MINIMUM DEPTH OF � 3/4 -INCH WASHED GRAVEL € € ute9 �25 from I to 6 hours. The LGD VAG models if no run time has VALVE LAYOUT FOR APPROVAL BY LANDSCAPE ARCHITECT. been entered for any station In any program. ELECTRIC REMOTE -CONTROL VALVE € € PGA SERIES NOT TO 50ALE .._-'. 7 i programs which can have Each have 1602, 1605, 1804, 1 rind ysJ, € 1806, and 1612 Pop-up Full or Part Circle Spray Sprinkler start available. The controller sh I stack mul F The sprinkler body, stem, nozzle, and screen shall be constructed of heav -duty, prevent hydraulic. overload. The LGD shall Icon for 25OVAC models if no start time h ispplay bce "No �; on Start Times" or the equivalent Bred for cing program. The TO MAIN 12" ABOVE H16HEST DOWNSTREAM OUTLET 4 HIGHEST DOWNSTREAM PIPING TO IRRIGATION SYSTEM NOTE: I. PRE55URE VACUUM BREAKER SHALL BE INSTALLED IN A HOT -BOX ENCLOSURE. 2. INSTALLATION SHALL BE IN ACCORDANCE WITH MFR'5 SPECIFICATIONS FEBCO MODEL i65 PRE55URE VACUUM BREAKER ISRICATION HEAID LANrOUT FLAN NOT TO SCALE IRRIf A►TION iSE-NFRAL NOTErn. 1.1 IRRIGATION SYSTEM SHALL CONSIST OF A 2" DIAMETER LOOPED MAIN WITH HEADS AND ZONES AS NOTED HEREON. ELECTROMECHANICAL CONTROLLERS 1.2 IRR16ATION SYSTEM PIPING SHALL BE SCHEDULE 40 PVC WITH 5/4" MINIMUM ESP Modular: ESP-5MT4i DIAMETER. 1.5 IRRIGATION SYSTEM SHALL BE PROTECTED A6AIN5T BACKFLOW WITH A 1.5" The controller shall be of a hybrid type tIIIIIct microelectronic circuitry capable of "fully u corrI orrI I nos or electro -mechanical and manual operation. The controller PRE55URE VACUUM BREAKER BACKFLOW PREVENTER INSTALLED AND TESTED IN ACCORDANCE WITH CITY ORDINANCE 25014. THE BACKFLOW PREVENTER SHALL BE shall be housed in a wall -mountable, weath rerpistant plastic cabinet with a INSTALLED ON THE OWNER'S PROPERTY. keyy-lockingq cabinet door (outdoor models instollotiolr€. ly) su tab a for either indoor or outdoor 1.4 TE5TIN6 OF THE BACKFLOW PREVENTER SHALL BE PROVIDED PROVIDED IN ACCORDANCE WITH ORDINANCE 2394. 1.5 FEES, PERMITS AND INSPECTIONS FOR THE IRR16ATION SYSTEM SHALL BE THE The controller shall have a base unit with 44 capable of receiving station modules oft stotio Ce st is cis do well as three expansion slots s each to create a controller RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. 1.6 IRRIGATION CONTROLLER SHALL BE A RAINBIRD ESP-5MT4i MODULAR CONTROLLER WITH WEATHER SENSOR AND SHALL BE of up to 15 stations. Station 15 shall be c III co obilit of byppassingg on active rain sen ! -,d on or of Pau<iliary functioning stotionAand shall have the as a normal station LOCATED IN THE MECHANICAL ROOM. REFER TO ARCHITECHURAL PLANS FOR LOCATION. ouipput. 5ation timin shall be from 0 minut to 6 hours. Runtime resolution shall be in 1.'i PRIOR TO INSTALLATION, 1RRI&ATION CONTRACTOR SHALL SUBMIT PIPING AND I -minute increments rom 0 to 501 minutes shall display "No Run Times" or equivalent i' 10 mi n for ute9 �25 from I to 6 hours. The LGD VAG models if no run time has VALVE LAYOUT FOR APPROVAL BY LANDSCAPE ARCHITECT. been entered for any station In any program. SPRAY HEADS The controller shall have three separate and different start times, station timing IndeCr�Ident programs which can have Each have 1602, 1605, 1804, and Not 4 times rind ysJ, program shall up to -times 1806, and 1612 Pop-up Full or Part Circle Spray Sprinkler start available. The controller sh I stack mul Ipola start In sequence to The sprinkler body, stem, nozzle, and screen shall be constructed of heav -duty, prevent hydraulic. overload. The LGD shall Icon for 25OVAC models if no start time h ispplay bce "No �; on Start Times" or the equivalent Bred for cing program. The ultra -violet resistant plastic. It shall have a heavy-dut stainless steel reEroct controller shall be capable of operating v 24 VAG solenoid valves per station plus spring for positive pop -down and a rotchetincl system for easy alignment of the a master valve or remote pump start rola The controller shall operate on 120 pattern. The sprinkler shall have a soft elasEomer pressure activated co -molded VAG± 2096 at 60Hz (25OVAO ±20% at 50 for 10ternotional models). The controller wiper seal for cleaningdebris from the pop-up stem as it retracts into the case to shall have on electronic, diagnostic circuit Coker,that shall sense a station with an prevent the sprinkler rom sticking up and to minimize "flow -by". electrical overload or short circuit and shc I byp ss that station and continue - operating all other stations. The sprinkler shall have a matched precipitation rate (MPR) plastic or brass nozzle with on adjusting screw capable of regulating the radius and flow. The sprinkler shall The controller shall have a 365 -day calend r withla permanent day off feature that be capable of Housing protective, non-clo9991ng filter screens or pressure allows a days) of the week to be turned C� Fon any cycle (odd/even/1-51doy cycle). A compensating screens (PGS) under the nozzles. The screen shall be used in day set to Permanent OffA shall override the normal repeating schedule and shall conjunction with the adjustin screw for re ulotin .The 6" (IS cm) and 12" (50 cm) display the words ®Day Always Off/Day Off in the LCD screen. g 9 The controller shall have a seasonal ad us feotur adjustable from 0% to 200% in models shall have both a sine and bottom T/2" (I /21) Female National Pipe Thread increments of 105. Seasonal 1 i j Inlet (FNPT) for ease of installation. a adjust shall of act al pr, rams simultaneously. If seasonal adjust Is set to 0% the LGD sho'li displa, ©SEA50NAL ADJA(equivolent icon The sprinkler shall have a Pop-Top±Flush Plug pre -Installed. The plug shall prevent for 250 VAC, models). debris from clogging9 the sprinkler during installation and allow fors stem to be flushed before nozzTing. The plug shall be bright orange in color and constructed The controller shall have a 12 -hour AM/PN( r 24 liourmilitary (for 2501 models) of polypropylene material. clock with a midnight day change over. The ontro Cr shall have a sensor circuit for connection to a rain sensor or to an The sprinkler shall be as manufactured by Rain Bird Corporation, Azusa, California. underground moisture sensor system that wi inter opt a scheduled wateringunder Owetoor (PmoistAconditions. The controller b all have n indicator on the LOD screen and one LED light to indicate that a sensor is con e(-, ed and active and that watering �'� `-_.,_'_. _ - r -- _ _ • ` _' ~ has been temporarily disabled. _... . t { ' i ^^ Th controller e location shall have access to a var y of C1?hidden featuresAby turning the dial ` r a specific on the dial and pushir 3 the ON bFF buttons simultaneously. These (/ features shall include: 1) save a custom def 2ult prl' gr m 2) retrieve a custom default I program 5) bypass on active rain sensor or the Auxill ry Station 4) allow the Auxiliary 5tatlon to be interrupted by on active rain ensor 5) lear memory 6) Set a day as \ ,� � r �lr;% �, ''� •_ , .� .a� ®Permanently OffA -I master volvo/pumF start Zjr uit by station 6) Set \ �A-0.;y widffi t/orfs progrommobre delay between station. The controller shall have the following p mono I o e oti ns and manual advances for semiautomatic control: CUIPilc k a `""' — ' w•v• •• -• „j Run a single valve .. "~ " - - 5' SWOW01k Run multiple manual) stacked valves r a�- - _ _ - " ""' ✓ '� - Run a semi-automatic program t s �• _ :�• �! Run a test on all valves all stations with or i \ ,,.,,.......Y . _ � �� f time assigned regardless of the program) om I to 10 minutes The controller shall have a removable, batt ry prQgr minable front panel (uses a CI volt battery [not Includedv for conveniently rogrammi g the controller away from the Installation site or for teaching Irrigation sc iodull g. A The controller shall have the capacity for t e pro ra to be erased allowing the .. ; :s`• :5,, `:.: user to start progrommin with a blank con oiler. he controller shall have multiple i r�. • ; , r, . .: �, : knockouts, sizes and locapions, including the ock t F the cabinet, to facilitate 01 Installation and provide fault clean n profession ro a si nc I look Th controller shall factory program (C minutes every day beginning 5 hours Lena- \ ( after power resumption. �! The controller shall have a reset button to -Cset the controller in the case of micro -controller (Plock-upodue to 5H - i LONG powers es or, fr 'quent interruption to the power � _ _ �,__ _r t � � supply. i - I I I BE EDGE " o The controller shall be as manufactured bL in B rd Corporation, Azusa, California. LlBEDD EDGE ED EDGE 1 5' ALONG ELECTRIC, REMOTE CONTROL VALVES 01 � 2" SCH\ 40 PVC, l ZONE 6 100 -PGA 150-P65A 200 -PGA Electric ReiC to Cot tro Plastic Globe/Angle Valve With Optional PR5-D Pressure Regulating Fotura The electric remote control valve shall be normally closed 24 VAG 50/60 Hz ? 1 }} ' (cycles/second) solenoid actuated globe/6SIC p ttal design capable of having a i ! flow rate of units flow with a pressure loss n t t exceed units. The waive pressure rating shall not be less than 150 F I (10 5) ars. Z17j'+j•:."' The valve body and bonnet shall be constru ted of high impact, weather resistant PVC � # with stainless steel screws. r ' The valve shall have manual open/close c rol (i ternai bleed) for manuall€� opening a. + and closing the valve without electrically rgizing the solenoid. The valves Internal 4" SCH. 40 PVCGrate - ; bleed sha(T prevent flooding of the valve x. . ��i= �� {� I >5F -B IN BED r� GST -B � ## The valve shall house a full -encs suloted mo- iece solenoid. The solenoid shall rL 3£tE84o� 333..: � } p _ ______ I H -B ALOi 67 �� r C,5 """"' have a captured plunger with a removable etaine f r easy servicing, and a leverage 5H-5 I 1 }BED ED6 + I i handle for easy turning.This 24 VAC 50/6 Hz so� n; id shah open with 101.6 VAC 50- I ` `.? ` i 3�. i CST I minimum at 150 psi (105 bar). At 24 VAGI verade i rush current shall not exceed 1'SH -B 50-B 0.41 amps. Average holding current shall not exc. ed 0.26 amps. 5Q -B �� • , 1 if The valve shall have a flow control stem fo occukote manual regulation and/or shut 5H-5 off of outlet flow. The valve must open or lose i le s than I minute at 150 P51 (10,55 F bar), and less than 50 `seconds at 20 PSI ( 55 , ba ). f I i The valve construction shall provide for all intern I its to be removable from the �' } s 4 • 5 $ {ALONG I p parts 5H- T BED6E 1 % top of the valve without disturbing the vol,✓ installation. The body shall have a •' /T=;,, - mgr v 1 removable O -ringed plug for installation in Ilther toe or angle configuration. The valve shall be as manufactured by Rain Bird Corporation, Azusa California. / /1 E 44 `�,i �iZONE 5 s_SCR. 4� 6„/hs:g i4�"/..._�-'-- ::'�.~/ .•.. / _ L {��,/36t 4„ 56H. 40rrerfi�5� i I......_ 15' RADIUS FULL CIRCLES RAY Z 'i%dv Ashrt. ' v`nt. 38, Pg. 602 ` � �� t .i � • Ig 15 RADIUS HALF CIRCLE RAY OZ�LE ~ 15' RA I RG E .._ ................._a........._..................... W.....``\_....... _.. _........ ......... IS DIUS QUARTER G 5P Y' OZZLE 6' RADIUS FULL CIRCLE StAY NOZZLE -8 6' RADIUS HALF CIRCLE RAY NOZZLE 8 6' RADIUS QUARTER GIRL . 5PRY 1iOZZLE �g 5' RADIUS FULL CIRCLE SF ZAY NOZZ E 5 RADIUS HALF CIRCLE 5 RAY N • 6 � � OZ LE 5' RADIUS QUARTER GIRD SPRY NOZZLE �gF-B 5' RADIUS FULL STREAM 61 I55LER1,1NOZZLE 9H -B 5' RADIUS HALF STREAM IE J55LE� NOZZLE �SGST-B 5' RADIUS CENTER STRIP;E BBLE� NOZZLE O 20' 40' KALE 1 ” = 20' N 1g48 F OF Tony H user �;L)404A,,�J2010.1 .30 11:42:3 -05'00' SLATTERY TACKETT ARCHITECTS WITH J.W. WOOD, Architect GIANNA GLASSMAN, AIA 730 NORTH POST OAK RD., SUITE 200 HOUSTON, TEXAS 77024 713-521-0591 studio@slatterytackett.com DATE: 11/24, 1 10 PROJECT NO: O 19 DRAWING: IRRIGATION HEAD LAYOUT SHEET NO. CO 2010, SLATTERY TACKETT ARCHITECTS, LLP I cM 'S13311H08V 1L MM MINIS '0102 O 0, .O•b lOL O .OI .OL Ce: 'ON 133HS 91 •x•11 0M. Q1 NV]d 3dV3SaNd3 :ONIMdda MO :ON 103f'ONd 06/VZ/66 :31Va I i III I r` %oll r r • `� t l,IF c�`6�� i/� �3• s' ''..lel i ,/✓y�� , -IVAN 11 Z6 IH -110t, -,4 - -• -= m== _" --- _ __ .».._»»� .................._.»_._»_»....................... ... ......... » .__m __. . �� o� yq �� IH-JSO-b sem, JH-.�S01, _,.,. IW -3 Ot -�Ad w ^ �� & , !W -ASO b -IV13W JI IVU, , E' woo'I}ejoevisueis@olpn;s .»......... »» 3 �� ; . �........�...�--._•.» ...»»...............�._.f......._......_........L.�_...... ��--"'..... Y. Y... / ' ..-- '/ d° n /' /' ,,.�' ✓' /' / f' # +'• / � � Cr Z ,fs".'..-^' o � Z�,m.��` �C,�� .i�Pi;F� / � .. � � :., p / +' _. _» �•^ .'" '".." .» "" ' L690'�Z5-E6L 9� x.•s'•�`•':x�d� w / `/ / / � ./ f / ,�t{ar... �.) / /,,,,- ♦ / / / s / / ,� / „E .-''— _. KOLL SHX31'NO1Sf10H . _/ // / fes/ ♦s/ // // / sFe ♦ // // / / /' i' // : d a. /. s' // s♦ // ( d --t {.... »».. ........ ......................... ............. ................ .......».. »». r _.. ......... F: � OOZ 311f1S "ON 01SOd H1210N 0£L s uio d 4'39t' luaiiaa�tnbd'�ulod jp�czl // ♦' �i /s / s �.c - cs ss /s /s s s // s / s / '"x-_ VIV `NVHSSVIJ VNNVIJ,`» _ _ _ �.» _ �• /'� ---� _ _' 3'' '�, -� _.' - �,. P 3.0 V `QOOM M f slulod a`zazs spa roe xi os/A19 ttrs r __..... ... .............. . 9AllsnllW' r�l 'OSl Ir ': x'•: �� 11��I�dl Jl�I�11�d�IS �, I � i9}XG . © ` 9nlxF,f! �� i i I II Architecture / Development NOTE: EXTERIOR BUILDING AND SITE LIGHTIII G WILL LL MEET. THE STANDARDS Parkway Plaza I OF SECTION 7.10 0`F THE UNIFIED iD VELOP ENT ORDINANCE. THE 14110 Dallas Parkway WILL BE PERMITTED SEPARATELY LIGHT SOURCE SHALL NOT PROJECT! E1. l ND OPAQUE HOUSING suite 300 ALL SIGNAGE AND NO FIXTURE SHALL DIRECTLY P OJECT LIGHT HORIZONTALLY. Dallas Texas 75254 FIXTURES WILL BE MOUNTED IN SUCHA MA NER, THAT THE Ph, (972) 239-8884 Fax. (972) 239-5054 PROJECTED CONE OF LIGHT DOES N T CROS ANY PROPERTY UNE. EXTERIOR MAT -RI 'LAND COLORS FRONT ELEVATION: MASONRY MASONRY 51 % STUCCO AND OPENINGS 49% COLOR PERCENT ES i METAL ROOF }: X d. LOGO SIGN _ ORANGE. 30% a a IC WHATABURGER ORANGE / BY SIGN CONTRACTOR SW#7056 RESERVE WHITE . WHITE: 18% 0 MYZ pW,, MAROON: 10% : °- g >- W v COLORSQUARE �OTAdES LL. COZ ORANGE: 214 SF W o tw o J WHITE: 133 SF J m - - MAROON: 65 SF ! w :3 o CC J V DRIVE THRU ELEVATION°0 STUCCO MASONRY (0 # ENC VANILLA 6 FRo Hobos I MASONRY 1 STUCCO AND OPENINGS 39% MA I � FRAME ~_Eft PAINT COLOR PERCENT ES PANTONE-AGGIE MAROON (ENTRY SIDE ONLY) ORANGE: 7% COLOR SQUARE OTAGE ORANGE- 107 S Q STUCCO FASCIA PAINT / / STUCCO FASCIA ICI WHATABURGER ORANGE / PAINT ICI-WHATABURGE ORANGE METAL CANOPY / / ICI-WHATABURGER ORANGE FIELD BRICK /j . _ ACME BRICK BURGUNDY 'o Boom DOOR STONE _WAINSCOT ANT SW A1768 e. _ LONE STAR STONE HIGHLAND PLAINS MARBLE FALLS CHALK MATERIALSUARE FOI FRONT ELEVATION AGE o [front Elleva.Uoo n MATERIAL PERCENTAGES FRONT ELEVATION STONE — 110SF STONE — 31 % BRICK — 97 SF BRICK — 20% STUCCO — 174 F STUCCO — 49% DRIVE THRU ELEV TION' THIS DRAWING IS THE PROP OF WHATABURGER RESTAURMW, DRIVE THRU ELEVATION TO - 276 S - STONE — 25% BRICK - 486 SF BRICK — 36% STUCCO — 450 i. F STUCCO — 39% I DO NOT SCALE DRA INGS CONTRACTOR TO V RIFY ALL EXISTING CONDITIONS AND DIMENSIONS -NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTR CTION - - W�tA�VRC R® 300 CONCORD PLAZA DUNE yrs, r �Q�C�� - STUCCO FASCIA noJill o . // // / / PCAs WHATABURGE ORANGE // - - �] FIELD BRICK w•�- ACME BRICK - - BURGUNDY CID o� O� ~O LSTONE WAINSCOT FIELD BRICK STUCCO FASCIA STUCCO FASCIA RAILING STONE WAINSCOT _ COOLER/FREEZER LONE STAR STONE ACME BRICK LOGO SIGN PAINT ICI-WHATABURGER ORANGE PAINT ICI-WHATABURGER ORANGEPAINT SW#A1768 LONE STAR STO PAINT TO MATCH BRICK BY SIGN CONTRACTOR MARBLE FALLS CHALK BURGUNDY HIGHLAND PLAINS MARBLE FALLS C iALK � o-1 Dru've Thru Sevadon PROJECT NU BER Scale 1/4'0 - 11-0" 1003 5 REVIEWS FOR I. 00A.ApIl IANl 2F, SHEET NUM ER 0 0 DEC 2010 EXTERI , R 3 W ELEVATIONS N DEVELOPNI IN. , . iERVICES 0 �.. _ z s � PLAT FILED: o [front Elleva.Uoo n SAN ANTONIO, -IX 78 210-476-60 16 O r G . ® Scale 1/4 1 ® THIS DRAWING IS THE PROP OF WHATABURGER RESTAURMW, UM LP. - SAN ANTONIO, TEXAS AND MAN BE USED OR REPRODUCE NOT IN WHOLE OR IN PART WM THE EXPRESSED WRITTEN'' C% OUT 5ENT OF WHATABURGER RMTAUPANr; LP. i I STUCCO STUCCO - STO #10609 STO #10609 - WALL VENT/OVERFLOW SCUPPER BRICK SOLDIER COURSE FRENCH VANILLA FRENCH VANILLA PAINT TO MATCH BRICK ACME BRICK BURGUNDY LOGO SIGN BYSTUCCO ACCENT BAND SIGN CONTRACTOR PAIN CI-WHATABURGER ORANGE TI METAL COPING METAL CANOPY PAINT C-1 PAINT-ICI-WHATABURGER ORANGE N0 REVISION • LOGO SIGN BY SIGN CONTRACTOR yrs, r �Q�C�� - STUCCO FASCIA noJill o . // // / / PCAs WHATABURGE ORANGE // - - �] FIELD BRICK w•�- ACME BRICK - - BURGUNDY CID o� O� ~O LSTONE WAINSCOT FIELD BRICK STUCCO FASCIA STUCCO FASCIA RAILING STONE WAINSCOT _ COOLER/FREEZER LONE STAR STONE ACME BRICK LOGO SIGN PAINT ICI-WHATABURGER ORANGE PAINT ICI-WHATABURGER ORANGEPAINT SW#A1768 LONE STAR STO PAINT TO MATCH BRICK BY SIGN CONTRACTOR MARBLE FALLS CHALK BURGUNDY HIGHLAND PLAINS MARBLE FALLS C iALK � o-1 Dru've Thru Sevadon PROJECT NU BER Scale 1/4'0 - 11-0" 1003 5 REVIEWS FOR I. 00A.ApIl IANl 2F, SHEET NUM ER 0 0 DEC 2010 EXTERI , R 3 W ELEVATIONS N DEVELOPNI IN. , . iERVICES 0 �.. _ z s � PLAT FILED: i N OTE. EXTERIOR BUILDING AND SITE LiGF TING WI111L MEET THE STANDARDS Architecture / Devel'opment ALL SIGNAGE WILL BE PERMITTED SEPARATELY OF SECTION 7.10 OF THE U.NIFIE DCV L iPMENT ORDINANCE. THE Parkway Plaza LIGHT SOURCE SHALL NOT PROJE T C3E O AND OPAQUE HOUSING 14110 Dallas Parkway AND NO FIXTURE SHALL DIRECTL � PRO � ECI LIGHT HORIZONTALLY... sults 300 Y Dallas Texas 75254 FIXTURES WILL BE MOUNTED IN S CH A MANNER, THAT THE Ph, (972) 239-8884 PROJECTED CONE OF LIGHT DOES NOT C ITOSS ANY PROPERTY LINE. Fax, (972) 239-6054 i EXTERIOR M TE. I; LS AND COLORS I� REAR ELEVATION. MASONRY MASONRY 81 %I ST G 0 AND OPENINGS 19% METAL ROOF ICI-WHATABURGER ORANGE/ SW#7.056 RESERVE WHITE NAGE COLOR PERCE } ORANGE: GE: 24% 04 x a WHITE: 9% o Y z w r a. °- MAROON: 10%I O, STUCCO W STO #10609O A SES BRICK SOLDIER COURSE FRENCH VANILLA COLOR SQUARE FO 4 U. 0 Z D U GUNDY F Co W J ACME BRICK ORANGE: 170 ! W o t7 _ WHITE. 63 SF W J MAROON. 68 S --Uj J V —OURS BRICK .SOLDIER COURSE _ ACME BRICK BURGUNDYIm ENTRANCE ELEVATIO m WALL VENT/OVERFLOW SCUPPER PAINT TO MATCH BRICK METAL CANOPY MASONRY � ICI-WHATABURGER ORANGE OPENINGS 44% = — MASONRY 56% S CCO AND — 0 � � - COLOR PERC ! ITAGE METAL "A" FRAME ORANGE: 7% PAINT PANTONE-AGGIE MAROON (ENTRY SIDE ONLY) COLOR S UAR F IfAGES m sTucco FAscIA ORANGE: 1071 F � ICI-WHATABURGER ORANGE � Q METAL CANOPY a ICI-WHATABURGER ORANGE i T. FIELD BRICK MATERIAL SQUARE OOT E MATERIAL PERCENTAGES ACME BRICK BURGUNDY REAR ELEVATION REAR ELEVATION STONE wAlNscoT - - - s STONE — 93 F j STONE - 20% LONE STAR STONE O ' o - O a DO NOT SCALE D AWINGS - J - J _ - BRICK — 61 % MARBLE FALLS CHALK : _ l 4 - - - BRICK — 446 F CONTRACTOR TO VERIFY — STUCCO 12' SF STUCCO — 19% ALL EXISTING CONDIT ONS AND STONE WAINSCOT DIMENSIONS -NOTIFY ARCHITECT COOLER/FREEZER LONE STAR STONE ION ENTRANCE ELNATION OF ANY DISCREPANCIES PRIOR ELECTRICAL PANELS PAINT TO MATCH BRICK MARBLE FALLS CHALK ENTRANCE ELE AT TO BEGINNING CONSTRUCTION PAINT TO MATCH BRICK = - STONE — 28 S F! ) STONE — 17 SF I BRICK — 5951, SF BRICK — 39% I WHATMU NER S 44 STUCCO STUCCO 41 ST C I, 300 CONCORD P DRIVE SAN ANTONIO, TX 78216 Rear Ell vadoo n 210-476— 000 seal®� 1/4� 1°-®� THIS DRAWING IS THE PROPERTY OF WHATABURGER RESTAURANTS. LP. SMI ANTONIO, TEXAS AND MAY NOT BE USED OR REPROD'CED IN WHOLE OR IN PART ITHOUT THE EXPRESSED WRRTEN CONSENT j OF WHATABURGER RESTAURANTS. LP. _ i I STUCCO STUCCO OGO SIGN STO #10609 BRI K OLDIER COURSE �-L STO #10609 / RY SIGN CONTRACTOR FRENCH VANILLA r—WALL VENT/OVERFLOW SCUPPER A n Ir -- -- r.. rr�rprr�rrr�l �r;rrt iiwti7l ..:wwfliAliYii�iwtirM ;rMR'Mrtii-rrf, tr•�s-.�rridirrli.Irr r�lllM/r/rl rl�rrYiO: ,_�� ,-�� o®��rre s��r�r�r r.r�irrrrr ".w �rr��r•ir�r�..r��'rrr�,�Nr�;r �rrr� ��r�rrOrMr�r�rc .;r. 1�■ rim �irrr�s�r��srr�r� �� .��o�� m�� ir�r , .�.�� •r�r�r��r�r�r�r�r�r� �- A�llilft' 1%'Q r�r�lr�r�r�i �,r� —= �'.r��e�r�.r�rr•r�s'r�r�:r�:r�� rte■ 10:_ _ ___ _ __ �,�� . BRICKFIELD r�r�lr��rINE �'� ice:■ WEr�,irrr��,e�r�r�r�r�rl�;re:r��'' �_�.� �� Psi EME ME rr�r�r�lr�� m== r•��_r ��.� �r��r�r�r�r�r�r��r�r�r�r�r��r�►�r�r�r�r�r�r�r�r��r��r�r�� o.�� ... 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(30MAII om I!" n r STUCCO STO #10609 FRENCH VANIL STUCCO FASCIA .PAINT ICI-WHATABURG METAL CANOPY ICI-WHATABURC LOGO SIGN BY SIGN CONTRI METAL ROOF ICI-WHATABURGER ORANGE/ SW#7056 RESERVE WHITE DOOR STONE WAINSCOT PAINT SW#A1768 LONE STAR STONE HIGHLAND PLAINS MARBLE FALLS CHALK [front MevaUon 1 Scale 1/41 - 11-01 STUCCO STUCCOBRICK SOLDIER COURSE STO #10609 STO #10609 WALL VENT/OVERFLOW SCUPPER ACME BRICK FRENCH VANILLA FRENCH VANILLA PAINT TO MATCH BRICK BURGUNDY LOGO SIGN BY SIGN CONTRACTOR -STUCCO ACCENT BAND AINT ICI-WHATABURGER ORANGE -"A" FRAME PAINT PANTONE-AGGIE MAROON (ENTRY SIDE ONLY) -STUCCO FASCIA PAINT ICI-WHATABURGE ORANGE ;ICK ;ICK )Y RIALS Ii AND COORS FRONT ELEVATION: Z i M MASONRY METAL C OPING m 1111�11111111111111111111111111111111111i11111111111111I111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111f��>f��>t��>f��>t�� STU PAINT C-1 . AND OPENINGS 49% COLOR PERCENTAGES FRONT ELEVATION -__��-��I________�_____________________________. ------------------ --- I------------------------------ ----------------- ------------------------------------------- --------------------------------------= am am - -------- MEMEREE .. 1�\�—_______vim % 111■1■ ENEN ��i ■ �_��_OWNERS I .WHITE: 18% 111�111p®®r�®, 111111 _� .■-_�_�I .■ -_�__I ._________�___� ._____�______- MR � WNATA URGER: --'um--------- Ram -- STUCCO - 174 SF S Imam __------------------- ,GE ------- .■ -_�__I 7a-z"wag mis Maps =1 WHITE: 133 SF AND DRIVE THRU ELE AT10 milli B? B? DRIVE THRU ELEVATION DIMENSIONS -NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR DRIVE THRU ELEVATI; : STONE - 25% i MASONRY BRICK - 486 S r■r■_fir■gr�rr�rb MASONRY 61% STU I CO JE I—R ORANGE ER ORANGE .r.nr.rrC�r�■Orrr NONE[ 1 1011 N-- __� -- -- __ +- .rrrOrrrrrrrr■. Nov ■m am am •� ------ ..1 am Man am ..____— -' .I------ i— •� ------ am - ; �. �.� ^ �. s _��---�-}��. —^— ^ —n a�— ! rt ■!Q. �` ■I�t. rtiei ■!�. �e ORANGE. 7% ■■. ■m am am �� NMI am ■_ STUCCO - 450 SF'; rrrrrrrrrrr■■ dmams WE ------------- _____I_______ RERE, ------------ -----I-------��—FIELD OOT _.inB—__ 01110 ORANGE: 107 S I I I, - - ■�i-jam' ^ �.,I� �—._ ^ �. � ��----��. ��—�--j��..I� --_._�:- �ill�t ■1t7 rtiei ■lQ. aTiyl�T �� eTi�l ME. _ _— DOOR STONE WAINSCOT PAINT SW#A1768 LONE STAR STONE HIGHLAND PLAINS MARBLE FALLS CHALK [front MevaUon 1 Scale 1/41 - 11-01 STUCCO STUCCOBRICK SOLDIER COURSE STO #10609 STO #10609 WALL VENT/OVERFLOW SCUPPER ACME BRICK FRENCH VANILLA FRENCH VANILLA PAINT TO MATCH BRICK BURGUNDY LOGO SIGN BY SIGN CONTRACTOR -STUCCO ACCENT BAND AINT ICI-WHATABURGER ORANGE -"A" FRAME PAINT PANTONE-AGGIE MAROON (ENTRY SIDE ONLY) -STUCCO FASCIA PAINT ICI-WHATABURGE ORANGE ;ICK ;ICK )Y PAIN MARBLE FALLS CHALK BURGUNDY Dove Thru MevaUon 2Sca[Ie 1/411 RR 11-0'v i 8 Cr � a �N 0 3 w o C3- 1= i 'I I' EXTERIOR BUILDING AND SITE LIGHT NG WILLMEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED EVELLDP ENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AND OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY IF ROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SU 'H A MANNER, THAT THE PROJECTED CONE OF LIGHT DOES I OT !!ROSS ANY PROPERTY LINE. EXTERIOR MA E RIALS Ii AND COORS FRONT ELEVATION: Z i M MASONRY METAL C OPING m 1111�11111111111111111111111111111111111i11111111111111I111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111f��>f��>t��>f��>t�� STU PAINT C-1 . AND OPENINGS 49% COLOR PERCENTAGES FRONT ELEVATION -__��-��I________�_____________________________. ------------------ --- I------------------------------ ----------------- ------------------------------------------- --------------------------------------= am am - -------- MEMEREE .. 1�\�—_______vim % 111■1■ ENEN ��i ■ �_��_OWNERS I .WHITE: 18% 111�111p®®r�®, 111111 _� .■-_�_�I .■ -_�__I ._________�___� ._____�______- MR � WNATA URGER: --'um--------- Ram -- STUCCO - 174 SF S Imam __------------------- ,GE ------- .■ -_�__I 7a-z"wag mis Maps =1 WHITE: 133 SF AND DRIVE THRU ELE AT10 MAROON: 65 S DRIVE THRU ELEVATION DIMENSIONS -NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR DRIVE THRU ELEVATI; : STONE - 25% i MASONRY BRICK - 486 S MASONRY 61% STU I CO JE _Masmamin GES ORANGE. 7% E® STUCCO - 450 SF'; COLORSQUARE! OOT _.inB—__ 01110 ORANGE: 107 S I I I, - - 300 CONCORD PLAZA ME. _ _— — 8216 210-476-6:)00 J l�r — i.•■�.i�r��.i�ii�Y�L�ri�iiii�:�.� THIS DRAWING IS THE P OF WHATABURGER RESTAULP. SAN ANTONIO. TEXAS AND MAY PERTY 'NOT --�� BE USED OR REPRODU WHOLE OR IN PART W THE EXPRESSED WRITTEN CONSENT ZED IN THOUT I I i�■— �■11� 1 �i■-r� =iii■�� ..� ..� Twp i ��rr�►��■■wr��l �$�a� OF WHATABURGER RESTAU l�Ist ®� /r�L—...(..-- ■st�`��st■�i►l�st■1�1!_1s►_ • �r�■,Lr■�„r�r��,�r�r.■ B �p rt fi � ■ f=� � ■ �� T�� lir! . rt ■lit. T•ly� ■!`it. �i�Ti■!�. a ■� ■ �� T_,1._- � r.�� ■r..r��s�■t..r�� .� ■r.. ■�. a ■!Q�- �el.T;. . BT l-- C ��..■rte ��s_■rte �.. ■tom �.s ...�.-T.�,,i��•.s.©i�1ri�.�.-�-.�,i'�1r•�••-��i COOLER/FREEZER---/:. a-� PAIN MARBLE FALLS CHALK BURGUNDY Dove Thru MevaUon 2Sca[Ie 1/411 RR 11-0'v i 8 Cr � a �N 0 3 w o C3- 1= i 'I I' EXTERIOR BUILDING AND SITE LIGHT NG WILLMEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED EVELLDP ENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AND OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY IF ROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SU 'H A MANNER, THAT THE PROJECTED CONE OF LIGHT DOES I OT !!ROSS ANY PROPERTY LINE. EXTERIOR MA E RIALS Ii AND COORS FRONT ELEVATION: Z i M MASONRY ERIAL SQUARE F�J m MASONRY 51% STU CO AND OPENINGS 49% COLOR PERCENTAGES FRONT ELEVATION ORANGE: 30% STONE - 1 10 j F I .WHITE: 18% MAROON: 10% BRICK - 20% COLOR `S DARE OOT STUCCO - 174 SF S STUCCO - 49% ,GE VERIFY ORANGE: 214 WHITE: 133 SF AND DRIVE THRU ELE AT10 MAROON: 65 S DRIVE THRU ELEVATION DIMENSIONS -NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR DRIVE THRU ELEVATI; : STONE - 25% i MASONRY BRICK - 486 S MASONRY 61% STU I CO AND OPENINGS 39% COLOR PERCEN GES ORANGE. 7% E® STUCCO - 450 SF'; COLORSQUARE! OOT G S: ORANGE: 107 S I I I, - - Architecture / Devel 'pment Parkway Plaza 1 14110 Dallas Parkway Suite 300 Dallas Texas 75254 Ph- (972) 239-8884 Fax. (972) 239-5054 ORANGEPAINT- IC I-WHATABURGER SOON man mimulommum I , WERE. _. ■__ t_- -- — — am, man � ol: ®. _. ■0 ■-- RAILING PAINT SW#A1768 HIGHLAND PLAINS STONE WAII LONE STAR MARBLE FA LOGO SIGN BY SIGN CONTRACTOR \--STUCCO FASCIA PAINT ICI-WHATABURGE ORANGE FIELD BRICK ACME BRICK BURGUNDY NO i REVISION PROJECT NU MBER 10031 i I i SHEET NU Br= R EXTERIOR ELEVATIONS ORIQINAL ISSUE DATE -I XX.XX.XX N M Y Z ®. Uj i LLI o ~ U. CO CO RIC Cr -3 v Z M ERIAL SQUARE F�J m MATERIAL PERCENTAGES ORANGEPAINT- IC I-WHATABURGER SOON man mimulommum I , WERE. _. ■__ t_- -- — — am, man � ol: ®. _. ■0 ■-- RAILING PAINT SW#A1768 HIGHLAND PLAINS STONE WAII LONE STAR MARBLE FA LOGO SIGN BY SIGN CONTRACTOR \--STUCCO FASCIA PAINT ICI-WHATABURGE ORANGE FIELD BRICK ACME BRICK BURGUNDY NO i REVISION PROJECT NU MBER 10031 i I i SHEET NU Br= R EXTERIOR ELEVATIONS ORIQINAL ISSUE DATE -I XX.XX.XX i I ERIAL SQUARE F�J HA aE MATERIAL PERCENTAGES FRONT ELEVATIOI I FRONT ELEVATION STONE - 1 10 j F STONE - 31 % BRICK - 97 SIF BRICK - 20% DO NOT SCALE DRAWINGS STUCCO - 174 SF STUCCO - 49% CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DRIVE THRU ELE AT10 DRIVE THRU ELEVATION DIMENSIONS -NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR STONE - 276 '',S F STONE - 25% TO BEGINNING CONSTRUCTION BRICK - 486 S BRICK - 36% E® STUCCO - 450 SF'; STUCCO - 39%A I I I I, - - 300 CONCORD PLAZA IDRIVE SAN ANTONIO, TX 8216 210-476-6:)00 THIS DRAWING IS THE P OF WHATABURGER RESTAULP. SAN ANTONIO. TEXAS AND MAY PERTY 'NOT BE USED OR REPRODU WHOLE OR IN PART W THE EXPRESSED WRITTEN CONSENT ZED IN THOUT I I OF WHATABURGER RESTAU . I.P. i ORANGEPAINT- IC I-WHATABURGER SOON man mimulommum I , WERE. _. ■__ t_- -- — — am, man � ol: ®. _. ■0 ■-- RAILING PAINT SW#A1768 HIGHLAND PLAINS STONE WAII LONE STAR MARBLE FA LOGO SIGN BY SIGN CONTRACTOR \--STUCCO FASCIA PAINT ICI-WHATABURGE ORANGE FIELD BRICK ACME BRICK BURGUNDY NO i REVISION PROJECT NU MBER 10031 i I i SHEET NU Br= R EXTERIOR ELEVATIONS ORIQINAL ISSUE DATE -I XX.XX.XX BRICK SOLDIER ACME BRICK BURGUNDY WALL VENT/OVE PAINT TO MATC1 METAL "A° FRA PAINT PANTONE—AGGII (ENTRY SIDE 0 METAL CANOPY ICI—WHATABURG EXTERIOR BUILDING AND SITE LIGHTiI OF SECTION 7.10 OF THE UNIFIED I LIGHT SOURCE SHALL NOT PROJECT AND NO FIXTURE SHALL DIRECTLY P FIXTURES WILL BE MOUNTED IN SU(A PROJECTED CONE OF LIGHT DOES N G WILL EVEI BELOW OJE I ,MANNER, DT C PMENT T ' OSS MEET THE STANDARDS ORDINANCE. THE ND OPAQUE HOUSING �IGHT HORIZONTALLY. THAT THE ANY PROPERTY LINE. Q CO < CC o _j J Co CD V �" EXTERIOR MA1 ERIAL! �S AND COLORS REAR ELEVATION: m MASONRY MASONRY 81% j" STUCCO AND OPENINGS 19% METAL ROOF ICI—WHATABURGER ORANGE/ COLOR PERCENT, SW#7056 RESERVE WHITE ES , ORANGE: 24% WHITE: 9% MAROON: 10% STUsTOC#110609 COLOR SQUARE F FRENCH VANILLA OTA ES COURSE---",,! OURSE ORANGE: 170 S , .71 WHITE: 63 SF MAROON: 68 SF SOLDIER COURSE BRICK ACME BRICK BURGUNDY ENTRANCE ELEVATION: RFLOW SCUPPER I BRICK MASONRY METAL CANOPY _ ICI ORANGE MASONRY 56% / STUCCC AND OPENINGS 44% � COLOR PERCENT GES ME—,ORANGE: 7% MAROON 0 Ti E4LCOLOR SQUARE OQTAGES NLY) STUCCO FASCIA ORANGE. 107 SF ICI—WHATABURGER ORANGE Architecture / Deve Parkway Plaza 1 14110 Dallas Parkway Suite 300 Dallas Texas 75254 Ph, (972) 239-8884 Fax- (972) 239-5054 Co °- g a Q CO < CC o _j J Co CD V Z In �S m LD BRICK MATERIAL ACME BRICK 0 TAGS MATERIAL PERCENTAGES SEEMS 5�7u FIESQUARE F BURGUNDY REAR ELEVATION REAR ELEVATION STONE WAINSCOT STONE - 93 SI� STONE - 20% LONE STAR STONEo 0 o DO NOT SCALE DRAWINGS MARBLE FALLS CHALK - _ - z - - - - _ - - z BRICK — 4-46 � BRICK — 61 — STUCCO — 19% CONTRACTOR TO VERIFY STUCCO 128 F ALL EXISTING CONDITIONS AND STONE wAlNscoT DIMENSIONS -NOTIFY ARCHITECT COOLER/FREEZER--// OOLER/FREEZER LONE STAR STONE ENTRANCE ELEVA ION ENTRANCE ELEVATION OF ANY DISCREPANCIES PRIOR ELECTRICAL PANELS PAINT TO MATCH BRICK MARBLE FALLS CHALK PAINT To MATCH BRICK STONE— 283 !' STONE — 17 SF TO BEGINNING CONSTRUCTION s BRICK — 595 S BRICK 39% WHATA�V FR® wk STUCCO — 4191 , F STUCCO — 44% I 300 CONCORD PLAZA DRIVE SAN ANTONIO, TX 78216 Rear L�OC�va�oon it 210-476-6 00 ■ Scale 1/4•" ■ 11-0'Pi THIS DRAWING IS THE P PERT1 OF WHATABURGERESTAU RLP.. SAN ANTONIO, AND 1AY BE USED OTRR P N ODU EDN WHOLE OR IN PART W THOUT THE EXPRESSED WRITTEN CONSENT OF WHATABURGER RESTAURANTS, LP. I I i liI STUCCO i; STUCCO LOGO SIGN STO #10609 BRICKijDYC' LD IER COURSE STO #10609 BY SIGN CONTRACTOR FRENCH VANILLA LWALL VENT/OVERFLOW SCUPPER ACME I FRENCH VANILLA PAINT TO MATCH BRICK BURG i METAL CANOPY METAL COPING BRICK ROWLOCK PAINT—ICI—WHATABURGER ORANGE PAINT C-1 ACME BRICK BURGUNDY LOGO SIGN I I BY SIGN CONTRACTOR NO REVISION STUCCO FASCIA— PAI NT ICI—WHATABURGER ORANGE FIELD BRICK ACME BRICK BURGUNDY u Iml u iir�L^r iir�iA� iT�l�r ii �i■m0' �r�'�i�.a �� i�...�, i �t�■rti�r�llts•T■rt��j��----�■�T-�-- a/��-- �j�T-�- ��T��-- ff■�il�ll■ ,��■rti�1T�� Q�si N! T T •�■�� ` ■� ill::■ i�! ■� Ql.. ■ ill.. 1 STONE WAINSCOT LONE STAR STONE— MARBLE FALLS CHALK STUCCO ACCENT BAND---/ PAINT ICI—WHATABURGER ORANGE Entrance Elcvtion .I •ice �i� iiiiii iiia � iii �� •iiiii iiiii\�� Iilll I' .0 ' .iii. ii'�i�■I�r ■ � r ■■.r.'-a,� 1� o .■�� ■i7r,,. 1■■.�r �'�� ` ��a wl STUCCO FASCIA PAINT ICI—WHATABURGER ORANGE FIELD BRICK ACME BRICK BURGUNDY m1 iT�i�' ii��i1 �� ■�r��i■�� a._ �■��rt�T��li��■tiller iTi� t�■risoT�a�■�i� I■ .�■�il�t�Ti�... s�j�ie mim D••. •- LOGO • . ,WHATABURGER ORANGE BY SIGN CONTRACTOR SHEET NU BER i EXTERIOR ELEVATI NS I ORIGINAL 188UE DATE XX.XX.XX I I ! IN 0 20 40 60 SCALE: 1"=20' CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. \ T, -A --- W -- - ' W 8' SIDEWALK WITH 2' LEAVE OUT FOR BRICK PAVERS, ` REF. BCS DETAIL SW1-0� MASONRY W L STONE\PPPVERS TO MATCH PROPOSED BUILDING STONE II 1 Of�_ 1 ! Qz BARRIER - CL FREE R4MP W�� wQ� .I W~� J r I J � � O Q a- � H _ cW I j �>o_� _off U�>v0 ( II W��a N �NZ I i-pU)co WW U U_ O OOW N W I ANO Ca (I Oi> � 2. �gaoz Average Water vi LL0 I, 00 I I O 0 0 III II _� U • LEGEND: - - - PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK LINE EXISTING PAVEMENT EDGE FIRE LANE W/ MIN. 4" LETTERS STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE" �� -- EXISTING WATER LINE - PROPOSED WATER LINE sS - EXISTING SANITARY SEWER PROPOSED SANITARY SEWER V EXISTING MANHOLE #FH EXISTING FIRE HYDRANT PROPOSED HANDICAP PARKING T PROPOSED WATER VALVE 0 PROPOSED WATER METER e PROPOSED SS DOUBLE CLEANOUT FDC PROPOSED FIRE DEPT. CONNECTION EXISTING TREES TO REMAIN ® i ® SITE_13ETAINING WALL PROPOSED PAVERS SITE PLAN NOTES: 1) REFER TO ARCHITECTURAL PLANS FOR COMPLETE BUILDING DIMENSIONS. 2) RESIDENTIAL 'AUTOMATIC CONTAINER TYPE TRASH CAN SHALL BE PROVIDED FOR SOLID WASTE PICKUP. OCCUPANT SHALL ENSURE THAT CONTAINER IS STORED BEHIND BUILDING OUT OF PUBLIC VIEW. 3) REF. ARCHITECTURAL PLANS FOR PROPOSED SITE SIGNAGE. 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 5) SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION / CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND / OR METAL DUMPSTERS SHALL BE SUPPLIED BY THE CITY OF COLLEGE STATION OR CITY PERMITTED CONTRACTOR(S) ONLY. 6) EXISTING WATER AND SEWER LINES SHOWN ARE BASED ON SURVEYED INFORMATION AND CITY OF COLLEGE STATION UTILITY MAPS. FIELD VERIFY TIE-IN LOCATIONS. 7) 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' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALED TO MAINTAIN A UNIFIED APPEARANCE. 8) 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREA, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION., DECORATIVE ROCK MAY NOT BE LOOSE. 9) IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 10) ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 11) ALL WATER LINES TO BE CL 305 DR 14 PVC, MEETING AWWA C-900 OR C-909 STANDARDS. 12) ALL SANITARY SEWER LINES TO BE SDR -26 PVC. 13) SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TCEQ REQUIREMENTS FOR SEPARATION AND CROSSINGS, AND IN ACCORDANCE WITH THE 2009 INTERNATIONAL PLUMBING CODE. 14) METERS TO BE IN A VAULT AND TOUCH -READ. ALL METERS TO BE LOCATED WITHIN THE P.U.E. 15) FIRE SUPPRESSION LINE VALVES SHALL HAVE A LOCKABLE LID TO BE AMP OR USA LL562 LOCKING LID. ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR. 16) ALL UTILITY LINES ARE PRIVATE UNLESS NOTED OTHERWISE. 17) ALL SIGNAGE TO BE PERMITTED SEPARATELY. 18) 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_LIGH_T HORIZONTALLY. FIXTURES WILL -BE -MOUNTED IN -SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 19) DEVELOPER TO INSTALL ELECTRICAL CONDUIT PER CSU SPECS AND DESIGN. 20) DEVELOPER TO PROVIDE 30' OF RIGID OR IMC CONDUIT FOR RISER POLES. 21) DEVELOPER TO INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHER EXISTING DEVICES AND EXTEND AS REQUIRED. 22) IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER OR OTHER EXISTING DEVICES, DEVELOPER WILL FURNISH AND INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT. 23) DEVELOPER TO POUR ELECTRIC DEVICE PADS OR FOOTINGS (i.e. TRANSFORMERS, PULL BOXES, ETC) PER CSU SPECS AND DESIGN. 24) DEVELOPER TO INSTALL PULL BOXES PER CSU SPECS AND DESIGN (PULL BOXES PROVIDED BY CSU). 25) A "KNOX BOX" SECURITY KEY SYSTEM IS REQUIRED ON ALL BUILDINGS AND "KNOX CAPS" ARE REQUIRED FOR THE FDC. 26) CONTRACTOR TO PLACE FIRE LANE SIGN AT SITE ENTRANCE GEORGE BUSH DR ROW WIDTH VARIES •t u xur3o s>� *- 36' -44 1 N I TEXAS i &M L NIV RSITY I i i i SITE LOCATION - 8" Min. Low CITY OF COLLEGE STATIONS BIKE RACK DETAIL U) � E R LOCATION MAP NTS (TW) able' Soil Keystone (Or Approved Equal) Cap Unit Keystone (Or Approved Equal) Standard Unit SO L / /\\e „ / \ 8 Finished Grade w Unit Drainag ill 24" o L Y (3/4" Crusheld ;i // • 12" U Rock or Store I/\ ApproximateL mits /\\/\ / / \\\\ \ of Excavation (BW) '' •.; ':• a' -a :., I Crushed Stone Leveling Pad •.• • 'k.• e 4" Perforated PVC Dr 'nage Tile •' Wrapped in IIIF I ter Fabr FOUNDATION SOIL (If Required) \\/\\ BM cb O I STABILIZE SUBGRADE PERS EX. 5.0 SIDEWALK typical Gravity Wall Section �rJ GEOTECHNICAL ENGINEER!S 3 6� W W W W 16' co T RECOMMENDATIONS Standard Unit -1" Setback 5' ✓ -no ;,,� �1i A3• W W - W W -LW - - W W W W W * SEE PLAN FOR THICKNESSES OF CONCRETE PAVEMENT �' \J W W 6 „� 43 SITE PLAN MASONRY WALLS 4.5' W, W W � ` - W CONCRETE PAVEMENT FOR: m MASONRY WALLS co W W W W 61M Moo � mom Rim 600MMMMMR, MIND RIM GROOMERo lV �2 °76 30' E - 30C? 00 24.0' #4 BAR, 75' 00 523 75IMMM RIM 0 MIND MIND Mommommin, Moo Mop MIND ROM comm� MON MIND 4MR 41M IMEM MR 00' o CONTINUOUS TEYASA&HILLEL STUDENT CENTEI SFS ...... -_. r UU GEORGE BUSH DRIVE 16 BUILDING LINE SETBACK 18.5' 16.5' , 6�� _ ........::::::::...... :......:.:•:• • ..............:......:.... :.:...:.:..•.•.•..............,...................... -,��_ I _ SEE GRADING Q` ��ti PLAN FOR C L�LEGE STATION, TEXAS ........•.•.....::......'..'.................'.'..'..':...} .'.::': ::::::'::::':': ::::::::•:.:._._.'.'...'.::' :-:-:-:-:•:•:.: i ...:'....... ,:,..............................'. - ............ $ _ •.•........'.'....................'............................. ... ' Q- co SLOPE - 62.0 = o _ •.•.•.•.• • • • •.............................................. �n _ o v .-.-.... % ... M O ti • ' A :.• , < 0.928 ACRES :...... ......... :: :' ............:• :••••....................... .................... ............'...........'.'.'. ,.......'............. O X PROPOSED STUDENT CENTER : } v = • d co .•. ....... o ... Y W •. ::• ; : d L S - , BLOCK 20 COLLEGE PARK ::::• :::.................:......... ::::.......•.•...-:-:•:•:•:..................•.•.•.•.•.•.. 11,094 S.F. ..............:':......:• • • • • • ............: •'•'•' Q LLi T F.F.E = 335:50' w U _VOL.38, PG. 602 ...::•:•:•:•:•:............:':•:....•:•:..............••}................::::::::......'...'.'.............. :.....'.'.'.'.'.'.'.'..'.......•.'.'.........'.'.............'.2' ' z•2'.ftOLLOk}�...... ,... m - m O p ...'. ..'.....p .. ,...'.....'..............'.•.•.•...•.•.•.................•.•.- • • • • . - ..:...i ........................................ 0 6 MASONRY m U 0 -.DUMsrEs '.'..' >�. Z = INTEGRAL SPILL CURB o WALL Y��MZ E SCOTT LEAGUE A-50 - •.__- --� p �o U d LQT.4.'.'.'..'.'..............' L'Of 3.'...........................'.'..'..'.•o.............'.'.'.'.'....'.'.'....'..'. L.OT'2'.•.•.-.-.'.'.'.'.....'.' o LOT 1 • Z 1 �..'....'.'..::. : .. ..0.23 •ACRES.....................• .. ... ...... z O W m O '. O:....ACRES'•'.'......'......... .'..'��....:':'.'.'.'.'.::::•:•:... L1:232A RE ; ::: '•'•'•'.'.'. 0.232 ACRES - v� ............ BARRIER -FREE.':,...... . ...... .. .... N ..... RAMP 9.0'^h w � C41 0: 22.5' I I I` ( m U o m (�I �n Q o I j_ W I 2 H O 0 .. .................................... ............................. •-..s 1 SPA ES @ w h @ 9 229 o 12 .5 �n fO ��co� r co :.: • ............................... 1$ M o SF ri w r� Co 6.0' ? .................... Zl-' WHE STO , REF. °.-° 42.0' - 7.5' ` • •:........... : : i 4.. FIR DE ILO HEE C-08 10.5' n- r ................. .......... I - _T __ - - - - - -- 71__ d' 4" PUBLIC ......'.'.'.'.'.'.'....'.'.......'.'......'. m _ -� .....,. ,-:-:•:•:•:.:.................................. - - - k4" W -FIRE " 0 2�' W - DOM -i co ---+- - - - 2 - DO 32.6° :........................ ... 5:5'•' N I ----+- W-DOM h co 'A u' ":':'.....::•:.:....•...:. ::•:.' ' Qom' f �; �. °s• '� �; 1 t4�° -n •. � •s I� t� N 25. v : •:•:':............... 0' BUIL ING LINESETBA r.K cV p 3.0'S° R 6'x 9' BICYCL 1.4' ( b 324 / `° t° 23F3 _ 208° � RACK AREA 13.5' 156.4 � 7 SPACES 9' � b °'• -' 0 7 ACE @ 9' � SF TRANSF RMER SF 64.0' cm c cm SF 64.0' LOCATI N SSG `` - v �J `q. � o ...- ,n 75.00' - ------ �\ " GA`'.' GAS GAS - �.3' CURB CU S 2°1630" W - i GOR DRAINAGS - GAS GAS GAS Gxs° G'�� - GAS GAS W --=cn�-4N3-LOCATI6NS- l✓ W W W W --q-- / _ W - _ W - �✓--=--�= W ( W - co SAWCT INE PROPOSED DRIVEWAY, 6 ABERDEEN PLACE 7719 REF BCS DETAILIST2-03 - SS - : 40' ROW - 20' ASPH PVMTS SS - SS SS - -- J. J� S VOL. 38, PG. 602 �' �--�-- 35.3'43.8 - - LOT 4, BLOCK 21, COLLEGE PARK LOT 2 (10' OF) & 3, BLOCK 21, COLLEGE PARK LOT 2 (65' OF), BLOCK 21, COLLEGE PRRl LOIS 1, BLOC 21, COL EGE PARK �r PROTESTANT EPISCOPAL CHURCH PROTESTANT EPISCOPAL CHURCH LITTLE WILLIAM HENRY ( PROITESTAN EPISCO�AL CHURCH AI 800 ABERDEEN PLACE, TX 77840 802 ABERDEEN PLACE, TX 77840 806 ABERDEEN PLACE, TX 77840 808 ABERDEEN PLACE, TX 77840 ID: 24079 ID: 24078 ID: 24077 ID: 24076 ZONING: R-1 I ZONING: R-1 I ZONING: R-1 I ZONING: R-1 I I I s BUILDING DATA SUMMARY EXISTING USE: TEXAS A&M HILLEL STUDENT CENTER PROPOSED USE: TEXAS A&M HILLEL STUDENT CENTER BARRIER - PROPOSED TOTAL SF HEIGHT TYPE BUILDING: 16,768 32.5 FEET IIB FREE R4MP FIRM MAP NO: 48041 CO144 C (Not located in 100 year floodlain or floodway HQ PARKING TABULATION I (i`� z o Qoho TOTAL PARKING PROVIDED: 47 SPACES (45 STD, 2 HC)** CO C0 r- I < <X WLu(0Wco Minimum Water [LyW z _ �gaoz Average Water vi LL0 I, t=W N , I O 0 0 _� U • LEGEND: - - - PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK LINE EXISTING PAVEMENT EDGE FIRE LANE W/ MIN. 4" LETTERS STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE" �� -- EXISTING WATER LINE - PROPOSED WATER LINE sS - EXISTING SANITARY SEWER PROPOSED SANITARY SEWER V EXISTING MANHOLE #FH EXISTING FIRE HYDRANT PROPOSED HANDICAP PARKING T PROPOSED WATER VALVE 0 PROPOSED WATER METER e PROPOSED SS DOUBLE CLEANOUT FDC PROPOSED FIRE DEPT. CONNECTION EXISTING TREES TO REMAIN ® i ® SITE_13ETAINING WALL PROPOSED PAVERS SITE PLAN NOTES: 1) REFER TO ARCHITECTURAL PLANS FOR COMPLETE BUILDING DIMENSIONS. 2) RESIDENTIAL 'AUTOMATIC CONTAINER TYPE TRASH CAN SHALL BE PROVIDED FOR SOLID WASTE PICKUP. OCCUPANT SHALL ENSURE THAT CONTAINER IS STORED BEHIND BUILDING OUT OF PUBLIC VIEW. 3) REF. ARCHITECTURAL PLANS FOR PROPOSED SITE SIGNAGE. 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 5) SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION / CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND / OR METAL DUMPSTERS SHALL BE SUPPLIED BY THE CITY OF COLLEGE STATION OR CITY PERMITTED CONTRACTOR(S) ONLY. 6) EXISTING WATER AND SEWER LINES SHOWN ARE BASED ON SURVEYED INFORMATION AND CITY OF COLLEGE STATION UTILITY MAPS. FIELD VERIFY TIE-IN LOCATIONS. 7) 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' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALED TO MAINTAIN A UNIFIED APPEARANCE. 8) 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREA, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION., DECORATIVE ROCK MAY NOT BE LOOSE. 9) IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 10) ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 11) ALL WATER LINES TO BE CL 305 DR 14 PVC, MEETING AWWA C-900 OR C-909 STANDARDS. 12) ALL SANITARY SEWER LINES TO BE SDR -26 PVC. 13) SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TCEQ REQUIREMENTS FOR SEPARATION AND CROSSINGS, AND IN ACCORDANCE WITH THE 2009 INTERNATIONAL PLUMBING CODE. 14) METERS TO BE IN A VAULT AND TOUCH -READ. ALL METERS TO BE LOCATED WITHIN THE P.U.E. 15) FIRE SUPPRESSION LINE VALVES SHALL HAVE A LOCKABLE LID TO BE AMP OR USA LL562 LOCKING LID. ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR. 16) ALL UTILITY LINES ARE PRIVATE UNLESS NOTED OTHERWISE. 17) ALL SIGNAGE TO BE PERMITTED SEPARATELY. 18) 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_LIGH_T HORIZONTALLY. FIXTURES WILL -BE -MOUNTED IN -SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 19) DEVELOPER TO INSTALL ELECTRICAL CONDUIT PER CSU SPECS AND DESIGN. 20) DEVELOPER TO PROVIDE 30' OF RIGID OR IMC CONDUIT FOR RISER POLES. 21) DEVELOPER TO INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHER EXISTING DEVICES AND EXTEND AS REQUIRED. 22) IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER OR OTHER EXISTING DEVICES, DEVELOPER WILL FURNISH AND INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT. 23) DEVELOPER TO POUR ELECTRIC DEVICE PADS OR FOOTINGS (i.e. TRANSFORMERS, PULL BOXES, ETC) PER CSU SPECS AND DESIGN. 24) DEVELOPER TO INSTALL PULL BOXES PER CSU SPECS AND DESIGN (PULL BOXES PROVIDED BY CSU). 25) A "KNOX BOX" SECURITY KEY SYSTEM IS REQUIRED ON ALL BUILDINGS AND "KNOX CAPS" ARE REQUIRED FOR THE FDC. 26) CONTRACTOR TO PLACE FIRE LANE SIGN AT SITE ENTRANCE GEORGE BUSH DR ROW WIDTH VARIES •t u xur3o s>� *- 36' -44 1 N I TEXAS i &M L NIV RSITY I i i i SITE LOCATION - 8" Min. Low CITY OF COLLEGE STATIONS BIKE RACK DETAIL U) � E R LOCATION MAP NTS (TW) able' Soil Keystone (Or Approved Equal) Cap Unit Keystone (Or Approved Equal) Standard Unit SO L / /\\e „ / \ 8 Finished Grade w Unit Drainag ill 24" o L Y (3/4" Crusheld ;i // • 12" U Rock or Store I/\ ApproximateL mits /\\/\ / / \\\\ \ of Excavation (BW) '' •.; ':• a' -a :., I Crushed Stone Leveling Pad •.• • 'k.• e 4" Perforated PVC Dr 'nage Tile •' Wrapped in IIIF I ter Fabr FOUNDATION SOIL (If Required) \\/\\ BM cb O I STABILIZE SUBGRADE PERS EX. 5.0 SIDEWALK typical Gravity Wall Section �rJ GEOTECHNICAL ENGINEER!S 3 6� W W W W 16' co T RECOMMENDATIONS Standard Unit -1" Setback 5' ✓ -no ;,,� �1i A3• W W - W W -LW - - W W W W W * SEE PLAN FOR THICKNESSES OF CONCRETE PAVEMENT �' \J W W 6 „� 43 SITE PLAN MASONRY WALLS 4.5' W, W W � ` - W CONCRETE PAVEMENT FOR: m MASONRY WALLS co W W W W 61M Moo � mom Rim 600MMMMMR, MIND RIM GROOMERo lV �2 °76 30' E - 30C? 00 24.0' #4 BAR, 75' 00 523 75IMMM RIM 0 MIND MIND Mommommin, Moo Mop MIND ROM comm� MON MIND 4MR 41M IMEM MR 00' o CONTINUOUS TEYASA&HILLEL STUDENT CENTEI SFS ...... -_. r UU GEORGE BUSH DRIVE 16 BUILDING LINE SETBACK 18.5' 16.5' , 6�� _ ........::::::::...... :......:.:•:• • ..............:......:.... :.:...:.:..•.•.•..............,...................... -,��_ I _ SEE GRADING Q` ��ti PLAN FOR C L�LEGE STATION, TEXAS ........•.•.....::......'..'.................'.'..'..':...} .'.::': ::::::'::::':': ::::::::•:.:._._.'.'...'.::' :-:-:-:-:•:•:.: i ...:'....... ,:,..............................'. - ............ $ _ •.•........'.'....................'............................. ... ' Q- co SLOPE - 62.0 = o _ •.•.•.•.• • • • •.............................................. �n _ o v .-.-.... % ... M O ti • ' A :.• , < 0.928 ACRES :...... ......... :: :' ............:• :••••....................... .................... ............'...........'.'.'. ,.......'............. O X PROPOSED STUDENT CENTER : } v = • d co .•. ....... o ... Y W •. ::• ; : d L S - , BLOCK 20 COLLEGE PARK ::::• :::.................:......... ::::.......•.•...-:-:•:•:•:..................•.•.•.•.•.•.. 11,094 S.F. ..............:':......:• • • • • • ............: •'•'•' Q LLi T F.F.E = 335:50' w U _VOL.38, PG. 602 ...::•:•:•:•:•:............:':•:....•:•:..............••}................::::::::......'...'.'.............. :.....'.'.'.'.'.'.'.'..'.......•.'.'.........'.'.............'.2' ' z•2'.ftOLLOk}�...... ,... m - m O p ...'. ..'.....p .. ,...'.....'..............'.•.•.•...•.•.•.................•.•.- • • • • . - ..:...i ........................................ 0 6 MASONRY m U 0 -.DUMsrEs '.'..' >�. Z = INTEGRAL SPILL CURB o WALL Y��MZ E SCOTT LEAGUE A-50 - •.__- --� p �o U d LQT.4.'.'.'..'.'..............' L'Of 3.'...........................'.'..'..'.•o.............'.'.'.'.'....'.'.'....'..'. L.OT'2'.•.•.-.-.'.'.'.'.....'.' o LOT 1 • Z 1 �..'....'.'..::. : .. ..0.23 •ACRES.....................• .. ... ...... z O W m O '. O:....ACRES'•'.'......'......... .'..'��....:':'.'.'.'.'.::::•:•:... L1:232A RE ; ::: '•'•'•'.'.'. 0.232 ACRES - v� ............ BARRIER -FREE.':,...... . ...... .. .... N ..... RAMP 9.0'^h w � C41 0: 22.5' I I I` ( m U o m (�I �n Q o I j_ W I 2 H O 0 .. .................................... ............................. •-..s 1 SPA ES @ w h @ 9 229 o 12 .5 �n fO ��co� r co :.: • ............................... 1$ M o SF ri w r� Co 6.0' ? .................... Zl-' WHE STO , REF. °.-° 42.0' - 7.5' ` • •:........... : : i 4.. FIR DE ILO HEE C-08 10.5' n- r ................. .......... I - _T __ - - - - - -- 71__ d' 4" PUBLIC ......'.'.'.'.'.'.'....'.'.......'.'......'. m _ -� .....,. ,-:-:•:•:•:.:.................................. - - - k4" W -FIRE " 0 2�' W - DOM -i co ---+- - - - 2 - DO 32.6° :........................ ... 5:5'•' N I ----+- W-DOM h co 'A u' ":':'.....::•:.:....•...:. ::•:.' ' Qom' f �; �. °s• '� �; 1 t4�° -n •. � •s I� t� N 25. v : •:•:':............... 0' BUIL ING LINESETBA r.K cV p 3.0'S° R 6'x 9' BICYCL 1.4' ( b 324 / `° t° 23F3 _ 208° � RACK AREA 13.5' 156.4 � 7 SPACES 9' � b °'• -' 0 7 ACE @ 9' � SF TRANSF RMER SF 64.0' cm c cm SF 64.0' LOCATI N SSG `` - v �J `q. � o ...- ,n 75.00' - ------ �\ " GA`'.' GAS GAS - �.3' CURB CU S 2°1630" W - i GOR DRAINAGS - GAS GAS GAS Gxs° G'�� - GAS GAS W --=cn�-4N3-LOCATI6NS- l✓ W W W W --q-- / _ W - _ W - �✓--=--�= W ( W - co SAWCT INE PROPOSED DRIVEWAY, 6 ABERDEEN PLACE 7719 REF BCS DETAILIST2-03 - SS - : 40' ROW - 20' ASPH PVMTS SS - SS SS - -- J. J� S VOL. 38, PG. 602 �' �--�-- 35.3'43.8 - - LOT 4, BLOCK 21, COLLEGE PARK LOT 2 (10' OF) & 3, BLOCK 21, COLLEGE PARK LOT 2 (65' OF), BLOCK 21, COLLEGE PRRl LOIS 1, BLOC 21, COL EGE PARK �r PROTESTANT EPISCOPAL CHURCH PROTESTANT EPISCOPAL CHURCH LITTLE WILLIAM HENRY ( PROITESTAN EPISCO�AL CHURCH AI 800 ABERDEEN PLACE, TX 77840 802 ABERDEEN PLACE, TX 77840 806 ABERDEEN PLACE, TX 77840 808 ABERDEEN PLACE, TX 77840 ID: 24079 ID: 24078 ID: 24077 ID: 24076 ZONING: R-1 I ZONING: R-1 I ZONING: R-1 I ZONING: R-1 I I I s BUILDING DATA SUMMARY EXISTING USE: TEXAS A&M HILLEL STUDENT CENTER PROPOSED USE: TEXAS A&M HILLEL STUDENT CENTER NO. OF STORIES: 2 PROPOSED TOTAL SF HEIGHT TYPE BUILDING: 16,768 32.5 FEET IIB BUILDING SPRINKLER SYSTEM: YES FIRM MAP NO: 48041 CO144 C (Not located in 100 year floodlain or floodway HQ PARKING TABULATION PARKING REQUIREMENT: 0.33 SPACES PER SEAT TOTAL PARKING REQUIRED: (0.33*150 SEATS)= 50 SPACES PARKING PROVIDED: TOTAL PARKING PROVIDED: 47 SPACES (45 STD, 2 HC)** **ADMINISTRATIVE ADJUSTMENT MADE BY CITY OF CS 3) 521-0591 UTILITY DEMANDS Minimum Water 0 GPM Maximum Water 125 GPM (Peak Flow =Avg. Daily Flow* 4) Average Water 31.25 GPM Max. SemerLoad 120,000 GPD (Based on 16 hour day usage) Fire Flow Requirement (Based on Fire Code Tables 1,375 GPM 8105.1 & C105.1) PROJECT BENCHMARK: GBM 2.5" CONCRETE MONUMENT AT THE SOUTHEAST CORNER OF GEORGE BUSH DRIVE AND DEXTER DRIVE. ELEVATION = 330.16' VI ZONING. R-1 UUMV OWNER: RUV 2 Z MR. PHILIP RIVERS TME HILLEL AT TEXAS A&M UNIVERSITY ULLciari_ 800 GEORGE BUSH DR DEVELOPMEN COLLEGE STATION, TX 77840 PLAT FILED:_ TELEPHONE: (979) 696-7313 EMAIL: hillel@tamuhiliel.org @ 9 •--faw• ■ w7 ■ . SLATTEF TAC ,ETT ARCHITECTS CONTACiI • MR. DAVID SLATTERY 730 N RTH POST OAK RD HQ STOI`U, T 77024 TELE ONE: (71 3) 521-0591 EMAIL: t dio(a Slattervtackett.com F01 111ENLY NOT I• NSTRUCTION 1157 2011ir • i� 1=4492,11 11111, q1111-11:1 a 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineenng.com u` q << g� 111 tzho 10s GEORGE BUSH DRIVE 9nNG conSeie sloe walk - EwsnNG ' concrete Skle walk Ian Jasmine EXIS enderboard Edging C. -te SM—alk I � Concrete SM-1k - - Live Oak Stake layout of trees for xW Dynamite Crape Myrtle approval pfior to planting e Oak Knockout Rose Oliye Tree ion Jasmine Beginning of wallboard Edgin 3 lettering, apprGx. t r ..i�_ LO Existin LO LO LO LO .r`�r ... I .r .I ..r%... ..I .. .. .,,: ALL K KO KO KO KO z _ EXlshn Live Oak' w.. ............._.._._ _........_ ..__... _.................... ......... .. .. ............................................._.............. Waxleaf Ligustrum screen 5 - 000 CR Princess Caroline Grass PWgp CR _ C Creeping Rosemary o 0 \� CR I I n/ CR LL s CR Princess Caroline Grass fN11 V PAAI1110 8 CR wuL LJ. CR ii IW— o QO w /� a Potential bike rack location _f Existing C; Post Oak O Asian Jasmine � J i"'..r"..J"` i Princess Caroline Grass -. � Asian jasmine -- — - Waxleaf ligustrum screen (I J Pink Drift Rose 6 ea " Aslan Jasmine t O Bald Cypress € Princess Caroline Grass Chinese Elm Crushed Granite around transformer Benderboard Edge - Waxleaf Li ustrum screen Waxleaf Ligustrum screen Chinese Elm O Ream g .r' .. O O STONE MONUMENT SIGN-4'X9' X4'TALL - 3..E..E O O O ...._._. PNgio O J . • Existing Water Oak 0 Existing Hackberry Chinese Elm Nellie R Stevens Holly, outside of fence ABERDEEN PLACE GENERAL NOTES QLANDSCAPE CONTRACTOR TO RECEIVE SITE LANDS CAPE PLAN I. L D .ALL ROCKS, TRASH, AND PLANT LEGEND _ _ � _ �_-, _ DEBRIS TO BE REMOVED PRIOR TO FINE GRADI APPROXIMATELY 1.5 BELO FIN 0 10 20 40 60 LANDSCAPE CONTRALTO S r,, O S D -- R IS RE PONSIBLE FOR ACI _IVii�G POSITIVE DRAT GE; WI T TAN ING WATER DRAINAGE SHOULD BE DIRECTED AWAY FROM BUILDINGS AND PROPERTY I ES AN[TO ARDS STORM SEWER INLETS. SYMBOL QTY SIZE COMMON NAME POINTS EA. TOTAL I FINISHED GRADE OF LAWN AND PLANTING AREAS TO BE A MIN. OF Y2' BELO DJAC T P VEMENT. BOTANICAL NAME POINTS Scale: 1 "=20'-Orr LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECT FROM AM 'GE ANY EXISTING IRRIGATION AND PLANT MATERIAL ON SITE AND ADJACENT SITES. LO 9 2.1"-3.4" LIVE OAK (QUERCUS VIRGINIANA) 150 1350 STREET TREE - GEORGE BUSH DR ANY ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION WILL BE R LIMED TO I S EXISTING CONDITION OR BETTER. LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE ORDINA S AND ITY CODES. C M LANDSCAPE CONTRACTOR SHALL LOCATE AND VERIFY CONDITION OF ALL I ILITIES RIO TO CONSTRUCTION. 0 7 1.25"+ CRAPE MYRTLE Natchez 40 280 STREET TREE -GEORGE BUSH DR EXTREME CARE SHOULD BE TAKEN IN EXCAVATING AND WORKING NEAR UT I (TIES. THE CONTRACTOR WILL BE LAGERSTOEMIA INDICA RESPONSIBLE FOR ANY INJURY OR COST INCURRED DUE TO DAMAGE OF O ERS P OPERTY OR UTILITES. HAND DIGGING PLANTING PITS OR PLANTING BEDS SHOULD BE DONE AS NEEDED. ALL CONTRACTORS ARE RESPONSIBLE FOR REMOVAL OF TRASH AND REP, I OF i HAZARDOUS CONDITIONS (TOOLS, OPEN HOLES, ETC.) ON A DAILY BASIS. BoC 4 2.1"-3.4" BALD CYPRESS (TAXODIUM DISTICHUM) 150 600 STREET TREE - DEXTER DR UPON COMPLETIONS OF CONSTRUCTION AND PRIOR TO FINAL APPROVAL, TI E CON COR WILL THOROUGHLY CLEAN UP THE PROJECT SIRE OF ALL TRASH, CONSTRUCTION DEBRIS, LIT TE , ETC. ND REPAIR DAMAGE TO FINISHED - GRADE INCLUDING SPOILS FROM EXCAVATIONS, WHEEL RUTS, ETC. - I CE - LANDSCAPE NOTES. _- 2.1"-3.4" CHINESE ELM ULMUS PARVIFOLIA 150 900 STREET TREE -ABERDEEN— ---� - � � I 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE R CK NOT LOOSE) OR A PERENNIAL GRASS IS REQUIRED IN PA RIGHT-OF-WAY, LOT ISLANDS, SWALES, DRAINAGE AREAS, PARKIN LOT SETBACKS, RIGHT OF WAY, AND I ADJACENT PROPERTY DISTURBED BY CONSTRUCTION..IF NOT INDICATED O THIS LAN SE HYDROMULCH SEEDING ON ALL DISTURBED AREAS. 113 5 GAL WAXLEAF LIGUSTRUM 10 1130 ALL NON-CANOPY TREE SIZES SHALL BE MEASURED ON A SINGEL CANE. AL MEAS REM NTS SHALL BETAKEN LIGUSTUM JAPONICUM APPROXIMATELY 12" FROM GROUND. SEP 1 Z 2012 QELOP0 24 5 GAL NELLIE R STEVENS HOLLY 10 24U DEV MEN - SERVICES ILLEX'NELLIERSTEVENS' IRRIGATION NOTES PLAT" FILED: AN IRRIGATION SYSTEM TO PROVIDE FULL COVERAGE OF ALL PLANTING B AND LAWN AREAS SHALL BE INSTALLED BY A LICENSED IRRIGATOR BEFORE A CERTIFICATE OF OCCUPANCY WILL ISSUED LANDSCAPE / STREETSCAPE `CALCULATIONS IRRIGATION SYSTEM TO BE PROTECTED WITH A DOUBLE CHECK BACK FLOWDEVICE AND INSTALLED PER CITY OF. TOTAL POINTS: 4,500 COLLEGE STATION CODE, ORDINANCE 2394. THE BACKFLOW DEVICE MUST'S TESTED UPON INSTALLATION AS PER Departure Sight Triangle! Determination: CITY ORDINANCE 2394. Dexter Dr. at George Bush - none required Aberdeen Place at Dexter Drive, reduction in ROW length: 27.3 LF Parking Dr. at Aberdeen Place, reduction in ROW length:opy 4664 SF 1 GAL ASIAN JASMINE NO POINT VALUE ASIATIC JASMINE anning i STREETSCAPE REQUIREMENTS: George Bush Dr. (major arterial) : 300 LF / 25 LF = 12 Canopy Trees Required Dexter Dr.: 107 LF / 32 LF = 3.4 Canopy Trees Required 6 5 GAL PINK DRIFT ROSE NO POINT VALUE - _AUGUST 27, 2012 ROSA 'DRIFT' _ Aberdeen Dr.: 136.9 LF / 32 LF - 4.3 Canopy Trees Required �Texa s A&M H i I I e I Student C ter STREETSCAPE FRONTAGE POINTS: E 800 George Bush Dr. 26 5 GAL PRINCESS CAROLINE GRASS NO POINT-VALUE 544.6 LF / 50 LF x 300 pts = 3267.6 Points PENNISETUM PURPUREUM'PRINCESS CAROLINE' SITE LANDSCAPE POINT REQUIREMENT: College Stator], TX LANDSCAPE 5 5 GAL KNOCKOUT ROSE NO POINT VALUE PLAN ROSA'KNOCKOUT' 40,500 SF / 1000 SF x 30 pts = 1215 Points TOTAL POINTS REQUIRED: 4,482.6 Points TOTAL POINTS PROVIDED: 4,500 Points cR 8 5 GAL CREEPING ROSEMARY NO POINT VALUE ROSMARIMUS OFFICINALIS'PROSTRATA' Texas Landscape Creations9,79-776-8873 LS 1 i 41 0 20 40 60 SCALE: 1"=20' CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. BUILDING DATA SUMMARY EXISTING USE: TEXAS A&M HILLEL STUDENT CENTER PROPOSEDUSE: TEXAS A&M HILLEL STUDENT CENTER NO. OF STORIES: 2 PROPOSED BUILDING: TOTAL SF HEIGHT I TYPE r 16.7 32.5 FEET 1113 BUILDING SPRINKLER SYSTEM: YES FIRM MAP NO: 48041CO144 C ------ --- ---- ----- ------- - t located in 100 year loodlain or floodway) U_ 0 0 W 0 N PARKING TABULATION PARKING REQUIREMENT- 10.33 SPACES PER SEAT TOTAL PARKING REQUIRED. 0.33*150 SEATS)= 50 SPACES PARKING PROVIDED ------------------ I ------------------------------ *] ---- - ---------- * ---- - ----- TOTAL PARKING PROVIDED: 147 SPACES (45 STD, 7 **ADMINISTRATNE ADJUSTMENT MADE BY CITY OF CS ARCH. Ic UTILITY DEMANDS 41.0 FOR C Minimum Water Maximum Wa A verage Water OGPM 125 G PM 31.25 GP (Peak Flow =Avg. Daily Flow* 4) Max. S e wer Load 120,000 GPD (Based on 16 hour day usage) Fire Flow Requirement, 1,375 GPM I (Based on Fire Code Tables B106.1 & C105.1) I A STONE MATCH BUILI Z C) 'IT co X W W W ui cc) W I.- W C 0 1 X r M z w o : 5 Qf � - c6LL W - 0 0 F_ N X F_ 7: W 0 0 _j X CD T` ZONING: R-1 ZONING: R-1 SITE PLAN NOTES: 1) REFER TO ARCHITECTURAL PLANS FOR COMPLETE BUILDING DIMENSIONS. 2) RESIDENTIAL'AUTOMATIC CONTAINER' TYPE TRASH CAN SHALL BE PROVIDED FOR SOLID WASTE PICKUP. OCCUPANT SHALL ENSURE THAT CONTAINER IS STORED BEHIND BUILDING OUT OF PUBLIC VIEW. 3) REF. ARCHITECTURAL PLANS FOR PROPOSED SITE SIGNAGE. 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WINDBLOWN LITTER FROM THE PROJECT SITE. 5) SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND I OR METAL DUMPSTERS SHALL BE SUPPLIED BY THE CITY OF COLLEGE STATION OR CITY PERMITTED CONTRACTOR(S) ONLY. 6) EXISTING WATER AND SEWER LINES SHOWN ARE BASED ON SURVEYED INFORMATION AND CITY OF COLLEGE STATION UTILITY MAPS. FIELD VERIFY TIE-IN LOCATIONS. 7) 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 OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALED TO MAINTAIN A UNIFIED APPEARANCE. 8) 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREA, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. DECORATIVE ROCK MAY NOT BE LOOSE. 9) IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY. ORDINANCE 2394. 10) ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 11) ALL WATER LINES TO BE CL 305 DR 14 PVC, MEETING AWWA C-900 OR C-909 STANDARDS. 12) ALL SANITARY SEWER LINES TO BE sbR-26 PVC. 13) SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TCEQ REQUIREMENTS FOR SEPARATION AND CROSSINGS, AND IN ACCORDANCE WITH THE 2009 INTERNATIONAL PLUMBING CODE. 14) METERS TO BE IN VAULT AND TOUCH-READ. ALL METERS TO BE LOCATED WITHIN THE P.U.E. 15) FIRE SUPPRESSION LINE VALVES SHALL HAVE A LOCKABLE LID TO BE AMP OR USA LL562 LOCKING LID. ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR. 16) ALL UTILITY LINES ARE PRIVATE UNLESS NOTED OTHERWISE. 17) ALL SIGNAGE TO BE PERMITTED SEPARATELY. 18) 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 LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED.IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 19) DEVELOPER TO INSTALL ELECTRICAL CONDUIT PER CSU SPECS AND DESIGN. 20) DEVELOPER TO PROVIDE 30' OF RIGID OR IMC CONDUIT FOR RISER POLES. N i \� ' X xx ' �\� TEXAS A&M UNIVERSITY <Z5 q< SITE LOCATION / \� \ i \; % !\ . ......... / >\ <\ X %�� \A� \X `\ N X R \ �tR < A lei X\, Z\ LOCATION MAP NTS (TW) 8" Min Low Parmionhign _Cznil LUMe (Or Approved Equal) Cap unit 21) DEVELOPER TO INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHER EXISTING CITY OF COLLEGE STATIONS Wy, ZJ DEVICES AND EXTEND AS REQUIRED. BIKE RACK DETAIL Keystone (Or Approved Equal) Standard Unit.. 22) IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER OR OTHER EXISTING DEVICES, DEVELOPER WILL FURNISH AND INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT. X 23) DEVELOPER TO POUR ELECTRIC DEVICE PADS OR FOOTINGS (i.e. TRANSFORMERS, PULL BOXES, ETC) PER RETAIN D SO IL 811 ca M CD n CSU SPECS AND DESIGN. CD Finished Grade Unit Drainage Fill 24) DEVELOPER TO INSTALL PULL BOXES PER CSU SPECS AND DESIGN (PULL BOXES PROVIDED BY CSU). Z 3/4" ne) 2 " ( Crushed 26) A "KNOX BOX" SECURITY KEY SYSTEM IS REQUIRED ON ALL BUILDINGS AND "KNOX CAPS" ARE REQUIRED FOR d Rock or Sto N,\ � vw THE FDC. : F 26) CONTRACTOR TO PLACE FIRE LANE SIGN AT SITE ENTRANCE Approximate Limits of Excavation C\ (BW) Crushed Stone Leveling Pad .4 4" Perforated PVC Drainage Tile Wrapped in Filter Fabric FOUNDATION SOIL DR (if Required) RIES Co STABILIZE SUBGRADE PER I - I 1�� Typical Gravit 5) y � EX. 5-O'SIDEWALK T GEOTECHNICAL ENGINEER'S y Wall Section y __A RECOMMENDATIONS Standard Unit - 1 Setback 5 BO W -06- W W W W W W W W W� W SEE PLAN FOR THICKNESSES O \W 4. 51 SITE PLAN W W- CONCRETE PAVEMENT Iq MASONRY WALLS 04 W W - FOR: ce) W 42 F_ -700. 00' 4000� #4 BAR, 7 5. 00 523 . 677 CONTINUOUS - ' 07 TEXAS A&M HILLEL STUDENT CENT E R - 1 I SF 5 . 5 5 1 s 1 6 1 1 1 17 T_ 800 GEORGE BUSH DRIVE 18.5 16.5 .... .... ........ .. ............... ......... .....'...'....`..'...'. ....... .......................... SEE GRADING ELEVAT ........... I.. .......................... ...................................... ....... .... ............. ..... TEXAS PLAN FOR COLLEGE STATION . _ l SLOPE L ......... 62.0' .............. .............. ....... ............ L) CO 04 ....... . ....... 72 0 X A.- :-A 4 : 0.928 ACRES ...I ..... 0. 4. ... ....... ....... .. 0 REQUIRE A .................. C40 3: co • '1A 4, BLOCK 20 COLLEGE PARK U D' E N dLINTER. LU 0 0 0 X LOTS I M S.F. ...... < U') 335.50' :•:•.. :.:':'::':: . ,...'.'.'..'.'.'....'. :. :. :. :.: ...... a. , 0 4-3 # L0 , - 0 V OL. 38 PG. 602 . ..... -.2'.�(.2'.ROLLO. T cio am co Cn ...... ............. 6'MASONRY V- Cj M . .. ........ M WALL cl) M ......... .............. U) 3: (0 ........................... INTEGRAL SPILL CURB Cl +4 .......... . ............ .... (L:) e z J.E. SCOTT LEAGUE, A-50 OTr REQ ............. ....... LOT I CD CL 0 uj Q) 0 0 ........ ................ . ..... 0.232 ACRES @ cO W N ............. ER-FREE. . . in I I , a < rn 0AQQ FILL CM ZONING: R.1 9.0 W CO C4 f_' 0 400 O uRASSPAVE2 n 9 - WNER: REVIE OR I .-Z W 01 14 SPACES @ 9' 1 ::: Y=I= CO PL AN W - I 1 229 MR. PHILIP RIVERS CE 126.51 co 0 COMPACTED C6 U ] M b SF c r; 06 17 7 1- :5 - 1 - 1 THE HILLEL AT TEXAS AaM U SANDY GRAVEL U WHEELSTOP, REF. _1/ � �4 T_ - 42.0' CL 7.5' ' I JUL 0 9 10.5 ROAD BASE 800 GEORGE BUSH DR DE IL =E' C-08 L6 COLLEGE STATION, TX 77840 C - FIR OLLEGE STA:T6N M . PUBLIC EXISTING - - - - - - --- 4"G CONCRETE TELEPHONE: (979) 696-7313 ENGINEE Ih G .4- III- 12" BELOW EMAIL: hillel@tamuhillel.org W - FIRE 2" DO A B 5,E b W-DOM GRASSPAVE2 COURSE PREPARED BY: co Ui 47 cb 13, CN .1 N TIE-IN AT DEPTH <5 1�7 EXISTING ARCHITECT: - CONCRETE 6 MIL. SLATTERY TACKETT ARC[ IITECM DETAIL IMPERMEABLE CONTACT: MR. DAVID SLkTjR'1FV1 ED FOR PLATE 1.4' ::F D T 730 NORTH POST OAK R OR LINER M 324 NOTES: CO co 210.3 HOUSTON, TX 7702-t V_ M I_ 208. c6 SF SF @9 6 7 SPACEE C6 M 0 (6 Or- I TRANSFPRMER, 1) COMPACTED SUBGRADE SHALL BE 95% TELEPHONE: (713) 521-0591 JUL 00 ?01_z 1 37.0 64.0'1 . ... .. .. .. . . . ...... . LOCATI -N C, 4 MODIFIED PROCTOR DENSITY EMAIL: studio@slatterytack att.con ' - PER MANUFACTURER RECOMMENDATIONS. LO 75, 00' Cl- LO F2 -1 -15 W - OL 7, DEVELOPMENT _ AS A' 6, C) S-' CIvv GAS 6 6AS 2) GRASS PLANT TYPES SHALL BE BY A LANDSCAPE FILED W W W W I - (t �,Ll W ARCHITECT OR QUALIFIED LANDSCAPE PR qLQ, - §A - W �l _NIE OPOSED DRIVEWAY, DESIGNER. X 7 REF_9CS DETAIL,�,T2-03 S S K�s 1_\ - MT�_ b, T 35.3' 43.8' GRASSPAVE2 MELISSA THO AS ............ ...... ...... MAIM 9839 ■ ■ l �. 1P LOT 2 (65' OF), BLOCK 21, COLLE LOT11, BLO 1712 So PARK EP, R CL1, COLLEGE PARK uthwest Pk Ste 105 % H LITTLE WILLIAM HENRY PROTESTANT� EPISCOI�Al_ CHURCH PROJECT BENCHMARK: GBM FOR Cplleg Station, Texas' '�77840 806 ABERDEEN PLACE, TX 77840 808 ABERDEEN PLACE, TX 77840 Box ID: 24077 ID: 24076 CONSTRUCTION P.O. np� 10763 77842-0763 - ZONING: R-1 ZONING: R-1 2.5" CONCRETE MONUMENT AT THE SOUTHEAST 979.60,0.8840 (Phone) CORNER OF GEORGE BUSH DRIVE AND DEXTER DRIVE. JUNE 2012 979. 8841 (F;ax)*, ELEVATION = 330.16' www.g pssnerengine ering.com r 8' SIDEWALK WITH 2' LEAVE (111T I=nD MDUIV 0AX/1=DQ W O * FH LEGEND: PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK LINE EXISTING PAVEMENT EDGE FIRE LANE W/ MIN. 4" LETTERS STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE" EXISTING WATER LINE PROPOSED WATER LINE EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING MANHOLE EXISTING FIRE HYDRANT PROPOSED HANDICAP PARKING PROPOSED WATER VALVE PROPOSED WATER METER PROPOSED SS DOUBLE CLEANOUT PROPOSED FIRE DEPT. CONNECTION EXISTING TREES TO REMAIN SITE RETAINING WALL PROPOSED PAVERS PROPOSED GRASSPAVE 2 OR APPROVED EQUAL HEADWALL 0 EXIST, EDGE OF PAVEMENT Z < C:) W (n lzt W < I � 0 X 0 W 1- c) 0 W L d c 8 z A < 6, _j Z U_ 0 0 W 0 N C - 1 3: 1 a C-) X REF. ARCH. Ic LU 41.0 FOR C 0 0 DIMENSI 1 _j DE Z C) 'IT co X W W W ui cc) W I.- W C 0 1 X r M z w o : 5 Qf � - c6LL W - 0 0 F_ N X F_ 7: W 0 0 _j X CD T` ZONING: R-1 ZONING: R-1 SITE PLAN NOTES: 1) REFER TO ARCHITECTURAL PLANS FOR COMPLETE BUILDING DIMENSIONS. 2) RESIDENTIAL'AUTOMATIC CONTAINER' TYPE TRASH CAN SHALL BE PROVIDED FOR SOLID WASTE PICKUP. OCCUPANT SHALL ENSURE THAT CONTAINER IS STORED BEHIND BUILDING OUT OF PUBLIC VIEW. 3) REF. ARCHITECTURAL PLANS FOR PROPOSED SITE SIGNAGE. 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WINDBLOWN LITTER FROM THE PROJECT SITE. 5) SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND I OR METAL DUMPSTERS SHALL BE SUPPLIED BY THE CITY OF COLLEGE STATION OR CITY PERMITTED CONTRACTOR(S) ONLY. 6) EXISTING WATER AND SEWER LINES SHOWN ARE BASED ON SURVEYED INFORMATION AND CITY OF COLLEGE STATION UTILITY MAPS. FIELD VERIFY TIE-IN LOCATIONS. 7) 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 OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALED TO MAINTAIN A UNIFIED APPEARANCE. 8) 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREA, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. DECORATIVE ROCK MAY NOT BE LOOSE. 9) IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY. ORDINANCE 2394. 10) ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 11) ALL WATER LINES TO BE CL 305 DR 14 PVC, MEETING AWWA C-900 OR C-909 STANDARDS. 12) ALL SANITARY SEWER LINES TO BE sbR-26 PVC. 13) SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TCEQ REQUIREMENTS FOR SEPARATION AND CROSSINGS, AND IN ACCORDANCE WITH THE 2009 INTERNATIONAL PLUMBING CODE. 14) METERS TO BE IN VAULT AND TOUCH-READ. ALL METERS TO BE LOCATED WITHIN THE P.U.E. 15) FIRE SUPPRESSION LINE VALVES SHALL HAVE A LOCKABLE LID TO BE AMP OR USA LL562 LOCKING LID. ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR. 16) ALL UTILITY LINES ARE PRIVATE UNLESS NOTED OTHERWISE. 17) ALL SIGNAGE TO BE PERMITTED SEPARATELY. 18) 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 LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED.IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 19) DEVELOPER TO INSTALL ELECTRICAL CONDUIT PER CSU SPECS AND DESIGN. 20) DEVELOPER TO PROVIDE 30' OF RIGID OR IMC CONDUIT FOR RISER POLES. N i \� ' X xx ' �\� TEXAS A&M UNIVERSITY <Z5 q< SITE LOCATION / \� \ i \; % !\ . ......... / >\ <\ X %�� \A� \X `\ N X R \ �tR < A lei X\, Z\ LOCATION MAP NTS (TW) 8" Min Low Parmionhign _Cznil LUMe (Or Approved Equal) Cap unit 21) DEVELOPER TO INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHER EXISTING CITY OF COLLEGE STATIONS Wy, ZJ DEVICES AND EXTEND AS REQUIRED. BIKE RACK DETAIL Keystone (Or Approved Equal) Standard Unit.. 22) IF CONDUIT DOES NOT EXIST AT DESIGNATED TRANSFORMER OR OTHER EXISTING DEVICES, DEVELOPER WILL FURNISH AND INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT. X 23) DEVELOPER TO POUR ELECTRIC DEVICE PADS OR FOOTINGS (i.e. TRANSFORMERS, PULL BOXES, ETC) PER RETAIN D SO IL 811 ca M CD n CSU SPECS AND DESIGN. CD Finished Grade Unit Drainage Fill 24) DEVELOPER TO INSTALL PULL BOXES PER CSU SPECS AND DESIGN (PULL BOXES PROVIDED BY CSU). Z 3/4" ne) 2 " ( Crushed 26) A "KNOX BOX" SECURITY KEY SYSTEM IS REQUIRED ON ALL BUILDINGS AND "KNOX CAPS" ARE REQUIRED FOR d Rock or Sto N,\ � vw THE FDC. : F 26) CONTRACTOR TO PLACE FIRE LANE SIGN AT SITE ENTRANCE Approximate Limits of Excavation C\ (BW) Crushed Stone Leveling Pad .4 4" Perforated PVC Drainage Tile Wrapped in Filter Fabric FOUNDATION SOIL DR (if Required) RIES Co STABILIZE SUBGRADE PER I - I 1�� Typical Gravit 5) y � EX. 5-O'SIDEWALK T GEOTECHNICAL ENGINEER'S y Wall Section y __A RECOMMENDATIONS Standard Unit - 1 Setback 5 BO W -06- W W W W W W W W W� W SEE PLAN FOR THICKNESSES O \W 4. 51 SITE PLAN W W- CONCRETE PAVEMENT Iq MASONRY WALLS 04 W W - FOR: ce) W 42 F_ -700. 00' 4000� #4 BAR, 7 5. 00 523 . 677 CONTINUOUS - ' 07 TEXAS A&M HILLEL STUDENT CENT E R - 1 I SF 5 . 5 5 1 s 1 6 1 1 1 17 T_ 800 GEORGE BUSH DRIVE 18.5 16.5 .... .... ........ .. ............... ......... .....'...'....`..'...'. ....... .......................... SEE GRADING ELEVAT ........... I.. .......................... ...................................... ....... .... ............. ..... TEXAS PLAN FOR COLLEGE STATION . _ l SLOPE L ......... 62.0' .............. .............. ....... ............ L) CO 04 ....... . ....... 72 0 X A.- :-A 4 : 0.928 ACRES ...I ..... 0. 4. ... ....... ....... .. 0 REQUIRE A .................. C40 3: co • '1A 4, BLOCK 20 COLLEGE PARK U D' E N dLINTER. LU 0 0 0 X LOTS I M S.F. ...... < U') 335.50' :•:•.. :.:':'::':: . ,...'.'.'..'.'.'....'. :. :. :. :.: ...... a. , 0 4-3 # L0 , - 0 V OL. 38 PG. 602 . ..... -.2'.�(.2'.ROLLO. T cio am co Cn ...... ............. 6'MASONRY V- Cj M . .. ........ M WALL cl) M ......... .............. U) 3: (0 ........................... INTEGRAL SPILL CURB Cl +4 .......... . ............ .... (L:) e z J.E. SCOTT LEAGUE, A-50 OTr REQ ............. ....... LOT I CD CL 0 uj Q) 0 0 ........ ................ . ..... 0.232 ACRES @ cO W N ............. ER-FREE. . . in I I , a < rn 0AQQ FILL CM ZONING: R.1 9.0 W CO C4 f_' 0 400 O uRASSPAVE2 n 9 - WNER: REVIE OR I .-Z W 01 14 SPACES @ 9' 1 ::: Y=I= CO PL AN W - I 1 229 MR. PHILIP RIVERS CE 126.51 co 0 COMPACTED C6 U ] M b SF c r; 06 17 7 1- :5 - 1 - 1 THE HILLEL AT TEXAS AaM U SANDY GRAVEL U WHEELSTOP, REF. _1/ � �4 T_ - 42.0' CL 7.5' ' I JUL 0 9 10.5 ROAD BASE 800 GEORGE BUSH DR DE IL =E' C-08 L6 COLLEGE STATION, TX 77840 C - FIR OLLEGE STA:T6N M . PUBLIC EXISTING - - - - - - --- 4"G CONCRETE TELEPHONE: (979) 696-7313 ENGINEE Ih G .4- III- 12" BELOW EMAIL: hillel@tamuhillel.org W - FIRE 2" DO A B 5,E b W-DOM GRASSPAVE2 COURSE PREPARED BY: co Ui 47 cb 13, CN .1 N TIE-IN AT DEPTH <5 1�7 EXISTING ARCHITECT: - CONCRETE 6 MIL. SLATTERY TACKETT ARC[ IITECM DETAIL IMPERMEABLE CONTACT: MR. DAVID SLkTjR'1FV1 ED FOR PLATE 1.4' ::F D T 730 NORTH POST OAK R OR LINER M 324 NOTES: CO co 210.3 HOUSTON, TX 7702-t V_ M I_ 208. c6 SF SF @9 6 7 SPACEE C6 M 0 (6 Or- I TRANSFPRMER, 1) COMPACTED SUBGRADE SHALL BE 95% TELEPHONE: (713) 521-0591 JUL 00 ?01_z 1 37.0 64.0'1 . ... .. .. .. . . . ...... . LOCATI -N C, 4 MODIFIED PROCTOR DENSITY EMAIL: studio@slatterytack att.con ' - PER MANUFACTURER RECOMMENDATIONS. LO 75, 00' Cl- LO F2 -1 -15 W - OL 7, DEVELOPMENT _ AS A' 6, C) S-' CIvv GAS 6 6AS 2) GRASS PLANT TYPES SHALL BE BY A LANDSCAPE FILED W W W W I - (t �,Ll W ARCHITECT OR QUALIFIED LANDSCAPE PR qLQ, - §A - W �l _NIE OPOSED DRIVEWAY, DESIGNER. X 7 REF_9CS DETAIL,�,T2-03 S S K�s 1_\ - MT�_ b, T 35.3' 43.8' GRASSPAVE2 MELISSA THO AS ............ ...... ...... MAIM 9839 ■ ■ l �. 1P LOT 2 (65' OF), BLOCK 21, COLLE LOT11, BLO 1712 So PARK EP, R CL1, COLLEGE PARK uthwest Pk Ste 105 % H LITTLE WILLIAM HENRY PROTESTANT� EPISCOI�Al_ CHURCH PROJECT BENCHMARK: GBM FOR Cplleg Station, Texas' '�77840 806 ABERDEEN PLACE, TX 77840 808 ABERDEEN PLACE, TX 77840 Box ID: 24077 ID: 24076 CONSTRUCTION P.O. np� 10763 77842-0763 - ZONING: R-1 ZONING: R-1 2.5" CONCRETE MONUMENT AT THE SOUTHEAST 979.60,0.8840 (Phone) CORNER OF GEORGE BUSH DRIVE AND DEXTER DRIVE. JUNE 2012 979. 8841 (F;ax)*, ELEVATION = 330.16' www.g pssnerengine ering.com r 8' SIDEWALK WITH 2' LEAVE (111T I=nD MDUIV 0AX/1=DQ W O * FH LEGEND: PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK LINE EXISTING PAVEMENT EDGE FIRE LANE W/ MIN. 4" LETTERS STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE" EXISTING WATER LINE PROPOSED WATER LINE EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING MANHOLE EXISTING FIRE HYDRANT PROPOSED HANDICAP PARKING PROPOSED WATER VALVE PROPOSED WATER METER PROPOSED SS DOUBLE CLEANOUT PROPOSED FIRE DEPT. 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W 2N .LSNMOO .LgaHOIH L5'llno Wd2N.LGNMOO LS2HOIH a/�09b' „zl L - 1 . 13 8 0 331 Ot HOS oAd s s A�VA 0 � 0909 VS l3 (1ow (1818 NIV8 u X1101 15x1 :l.18W3SS`d 9NIMS O 3dld 1H2131b'1 OAd O I z �I - (1dn ON A HiO N £098 (32)19 H11M : a31NNI8dS XV8dS do -dod Oz aA-IVA Hoim do dol /3011x9 HSIN14 O MULCI- GRAD NATURAL , , — VERTICAL INTO 501L WITH SPADE i1 FLANT I NO BED �)D MULCH NOT TO SCALE If TYP. TYPICAL CONTAINER SHRUB SHREDDED HARDWOOD BARK MULCH CONTAINER GROWN PLANT WITH ROOTS L005ENED 4 PULLED OUT PLANTING SOIL' SEE BED PREP DETAIL :...........: EXISTING 5UBGRADE NOTES: I. FOR ROOT BALL DEEPER THAN 12 ", PIT SHOULD BE A MINIMUM OF 4" DEEPER THAN PLANT BALL. 2. PRUNE SHRUB AS RECOMMENDED BY GROWER ONLY AFTER THE PLANT HAS BEEN WATERED IN TO THE PLANTING SOIL � C, , ONTANER SHRU NOT TO SCALE CONTAINER GROWN SHRUB WITH ROOTS LOOSENED 4 TEASED OUT SPACING VARIES SEE PLAN FOR LAYOUT °< o PERENNIALS OR GROUNCOVER °o A o REMOVE TOP 1/5 OF ALL BURLAP ao FABRIC AROUND ROOT BALL. 0 o o •p .p O dC o ° o o ° a SHREDDED HARDWOOD BARK • o 4 5" - 4" HARDWOOD MULCH MULCH • Q a° ° ° °o 2" FOR G.G. < :� a D ' o EXISTING GRADE 5" FOR PERENNIAL a o a o o ( ,. 501E MIX [ 1 . :..: : E COMPACT 501L TO 85% AT OPTIMUM M015TURE CONTENT 6" ,(MIN) TOP501L WORKED INTO TOP 12" - 15" OF EXISTING 501L AND AMMENDED AS NECESSARY. SEE _ NOTES NOTE: 1. BEDS TO HAVE SMOOTHLY COUNTOURED AND CLEANLY DEFINED EDGE5 (SEE DETAIL). BEDS SHALL BE CURVILINEAR EXCEPT AS NOTED ON PLAN. 2. PROPOSED 5ED5 MUST BE LAID OUT ON 51TE AND APPROVED BY OWNER. 5. COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND TA65 FROM THE PLANT. 4 PLANT SPACING VARIES - (SEE PLAN) 5. ALL SHRUBS TO BE PLANTED IN MULCHED BEDS 6. PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES 4 LIM55 E3ED FREFARATION FLANTINO NOT TO SCALE ° °�, O nam �o 0 �a �Q 0 � o p U r_> ° ° ° D o Y °° Q --zt -- ° 4 12" - 18 TYP. E3 FLANTINC 45" ° ° r-> 1° 0 NOTES �� I. CONTRACTOR TO REORADE, 50D OR HYDR05EED AND STRAW MULCH ALL AREAS DI5TURBED AS A ' RESULT OF HIS OR HER WORK. ° 2. UPRIGHT STAKES TO BE USED ON TREES UP TO 12' IN HEIGHT. LARGER TREES MUST BE GUYED. p 5. 118 OF ROOT BALL TO BE ABOVE FINISHED ° GRADE. O 4. DO NOT COVER ROOT GROWN > O ° RUBBER H05E ° 12 GAUGE GALVANIZED WIRE DOUBLE STRAND TWISTED 4 p 2" X 2" HARDWOOD GUY STAKE 0 5 PER TREE REMOVE TOP 115 OF ALL BURLAP FABRIC AROUND ROOT BALL 4" MULCH 5" SAUCER AROUND TREE 501L MIX- 5EE BED PREP DETAIL 5:1 MAXIMUM ORA55ED SLOPE m EXI5TIN5 GRADE I''— III -III I1= UPRIGHT 5TAKE5 EXTENDED TO FIRM BEARING NOT TO SCALE O - ° o 6 ° v ° N a me,. G C o ° ° O ° I. CONTRACTOR TO REGRADE, Soo OR B o °' o O v o 0 ° 4 p HYDR05EED AND 5TRAW MULCH ALL AREAS ° 6 O ° O DISTURBED AS A RESULT OF HI5 OR HER WORK. o a ° S o 2. UPRIGHT 5TAKE5 TO BE U5ED ON TREES UP TO ° o> ° a p O 12' IN HEIGHT. LARGER TREES MUST BE GUYED. O ° p NOTES: p ° 5. 1/6 OF ROOT BALL TO BE ABOVE o ° 1. CONTRACTOR TO REGRADE, 50D OR p ° FINISHED GRADE. ° ° v HYDR05EED AND 5TRAW MULCH ALL AREAS p ° ° ° 4. DO NOT COVER ROOT GROWN DISTURBED ° a o ° ° DISTURBED AS A RESULT OF HI5 OR HER WORK. ° a a 2-1/5 OF ROOT BALL TO BE ABOVE o 0 0 o FINISHED GRADE. °a a ° 4 0 ° 4 ep o 0 oQ o v 5. DO NOT COVER ROOT GROWN p �O RUBBER HOSE ° d 4 12 GAUGE GALVANIZED WIRE ° O o v a s ra O v O a ° p DOUBLE STRAND TWISTED o ° ° O 2" X 2" HARDWOOD GUY STAKE ° ° a° ao ° �-� REMOVE TOP 115 OF ALL BURLAP 5 PER TREE FABRIC AROUND ROOT BALL u G 4 a 4 a Cr �° 3 MULCH 311 MULCH 3" SAUCER AROUND TREE 3" SAUCER AROUND TREE REMOVE TOP 115 OF ALL BURLAP FABRIC AROUND ROOT BALL EXISTING GRADE N•::i .S:.Y,, i...... SOIL MIX € SEE BED PREP DETAIL 501L MIX I :.; ..�,, i ; UPRIGHT STAKES EXTENDED SEE BED PREP DETAIL "'" j " "' TO FIRM BEARING N II SUB -GRADE ......... ... ,• -: ............ 1_._. „»..�, :•.vE'. i....+x:. -•. •3 • +. :!. W is ' €.:.... .....- . E . NOT TO SCALE a 5 q`- E:3 1�UL=T I - STTE1� DECIDUOUS TREE NOT TO SCALE Q m N j►9 164 +ma T F OF�� Tony Hauser 2010.11.30 11:43:33 - 05'00' w F ` W c tz X I Q cn z W W O CD W Q CD W J Uj CD CD W TYPICAL CONTAINER CONIFEROUS SHRUB SHREDDED HARDWOOD \ BARK MULCH CONTAINER GROWN PLANT WITH ROOTS L005FNED 4 PULLED OUT : .:..........: PLANTING 501L SEE BED PREP DETAIL EXISTING 5UBGRADE NOTES: I. FOR ROOT BALL DEEPER THAN 12 ", PIT SHOULD BE A MINIMUM OF 4" DEEPER THAN PLANT BALL. 2. PRUNE SHRUB AS RECOMMENDED BY GROWER ONLY AFTER THE PLANT HAS BEEN WATERED -IN TO THE PLANTING SOIL GONIFER SHRU5 PLANTINO T� /G71/ A 1 0_—G/11 11,1f -% / /1% 1=9!2 Ml A kl -r=r'Y A T All ICG2_ —l7V 1 t—% /CI i 3 i i .. ; ........ ....... `}} ; ..._......._. SEE LANDSCAPE DRAWINGS SPACING VARIES NOT TO SCALE OROUNDGOVER PLANTINO i .1 IIE III E. SCARIFIED 5U56RADE 5 " -4" PLANTING 501L MIXED 50/50 WITH NATIVE SOIL OR NATIVE 501L AMENDED WITH 25% MIN DECOMPOSED ORGANIC MULCH AMENDMENT NOT TO SCALE SLATTERY TACKETT ARCHITECTS WITH J.W. WOOD, Architect GIANNA GLASSMAN, AIA 730 NORTH POST OAK RD., SUITE 200 HOUSTON, TEXAS 77024 713. 621 -0591 studio @slatterytackett.com DATE: 11/24/10 PROJECT N0: 0819 DRAWING: LANDSCAPE PLAN SHEET N0. ti ' e C� 2010, SLATTERY TACKETT ARCHITECTS, LIP LAWN PLANTING BED