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Home My WebLink AboutSite Plan SITE PLAN EXISTING BELL TOWER PAINT TO MATC~ NEW 0110A22 1005A22 ELEVA TlaN5 l - c!-J r- ~nc. Orlve TREES TO REMAIN R~phD/1 OrlVe REMOvE CONC. lNFILL - - C~ -w LANDSCAPE - - LIVE aRK s-rRc-eT c/hphD/1 A1~n1.J LAND5CAPE AT GAS 5 T ANDPIPE5 0~15A01 1010E01 AVING ADD LANDSCAPE 1120A21 CUPOLA 1425A01 PAVING - :j ~ DATE 10-22-93 JOB # 13052 PROJ. DESIGNER TW DRAWN BY GKG COLLEGE 5 T A TION, TX #539 I SCALE AS NOTED fTHEBoMMARITO. GRoupl AUSTIN 512-480-8898 SAN ANToNIO 210 - 224- 8851/ If ~Smmcms&Gno.1n \. '. AIAARCHITECTS. ,. a.,.- ~ Yt IIIIL """ ... - 51TElKEY PLAN 0001.5Pl - C:\OOA\ACID\K<F\.Ot20-A21 re/02/9J 14:51 0110A23 1005A23 ELEvATIONS r1. ~ COAT AM:> STRfFE p~ LOT PA~ TO t1AT~ EXlSTm c.or~TICJ(, ~ TO SFE:5. . SEC. D2SD. 1- -_ 0110A21 1005 A21 ELEvATIONS ~ ~~. Cl::~ ~ ~~ ~~ h:"~ L --. Orlve L lliJ REPAIR, SEALCOAT 4 STRIPE A5P~AL T PARKING LOT (BID ALT. I) /hpholl Orlve GJ 0110.A23 1005A23 ELEV A TlaN5 - , GENERAl CCN5TFaJCT/~ ~5: l HALF- Ta-E NOlE5 AND Dlt"EN5/C)G ~"FRa1 EXI5T~ DRAUJ~ At-D PROv1DED FCR ~n~ a-L,... 2. CRD55-HATOiED A~A5lNDtCATE MATERIAL OR EGlJIA1ENT 10 BE ~ OR faOCAlED. 3. EXI5T~ &J~ACES D151URSED ay leV COlS~~ 5HALl 6E PATOED A'O FNISJ.ED TO MAT~ ADJACENT SlR=ACES. 4. R8'tJVAL ~ A1 EXTERf~ a- BJlLD~ SAALL BE DC:M: IN 5lk:).( A t1AJ.N:R AS TO f'REY9{T MATERIALS fRCt1 DAt1t6~)DJACOO S~S CR S~ eao.u. s. nE CCMRACTOR ~ALl BE RE5f'a(5/BlE FOR PROTECT~ Cf EXI51Hi S~S 5URRO..NDN::j M: ca-nRACT ~ DAMAGE TO EXIS~ ST&l\J(fS ~ EGlJIFt1Em m4l.l BE FCEPA~ AT NO ADDlTlaW. COST TO n.e ~ 6. n.e CCMRACTOR ~AU ~ AU DIt"EN5~ AND EXl5T~ CO()fT1CNS PRIOR TO ~ a IOCIRK Th'E c:GmRACTOR ~ NOTFT me OUNER'S FS=f(ESENT ATI'If PRIOR TO FS1?VAL Cf M4TERJAl OR EGlJIR1ENT NOT NDICATED ~ M: DRAUKsS TO eE fa1OYro. &. JOM SEALER ~AlL BE 1UO-PART ~.SAG POL ~ 6A5EDSEALA'ff. mCR &-tAlL BE GRAY'. Cl ALl ~ IS lNDER MS conRACT. ALL SOL FREP~noo FOR NEW LAN[)5CAI=>>N:j IS TO 6E PROV1DED BY ms conRACT. UJ.i:RE COCRflE ~, SIOE11W.KS" >>D PAvN:i NCE TO ee ~. ~AR!: AREA DIS1UR6ED IInH g ~c sea ND GRADE ~ ~ NSTAllATICtt 10. VERFY EXACT LOCA Tk::N Cf taJ LriHT FOO1~S 11m aHR'S ~SENTAT1YE PRIOR TO INSTAllAllCtt R. fROy'IDE CElm ~ BOX ~ CELtti FAN .AND LIGHT KIT. COO<DNAlE LOCA~ AND REGllm9rrS UlTH MCHI1ECT PRtOR TO ~-IN. roN:CT TO ~ST AvAIlABLE lN9JnQE) aov CIRCUIT Cf APPlCAelEl NOTES 51lE NOTE5: l ,6il DAMAGE 10 PA~ TO RS1AIN 5I-tAlL 6E REPAIRED ~ REPLACED IN NX.J:If?i)N-CE um 51t1tLAR MATERlAL5. 2. tN..E55 OH-ERWlSE NOTED, ALL ~ 51DEWA1...KS ~ALl BE 4 IDES THtCX. ~-RE~. 3. All AR:.M DISTUR9ED DJE TO ca-t5l'FaX:T100 >>D NOT RECEIYIt(; ~,.. Ol1-lER SlJ;fACN5 ~ eE REST~ TO ~tL6J.. CCt()rTlai ( ltUSO ~ terED. AU. ~ DRIVES ~ 6E S ~S THtcX. REN"-ORCED UJIlH 6 X 6, U12! UElDED UM<E FAeRIe. s. ~ FOR PA~ mAil. BE CO"PAClED TO ~'a= ST>>DARI) PRXlOR CAS111 0 6!e} 11TH A NOIS1U(E CCNTENT Cf +/-3'- a- Cf'T11J1 MOIST1R: CCNTENT. ~ S!-Wl BE ClA56L6~ AIR ENTRAINED un~ A HNMJ1 W1PRES51CN 5~TH AT 2& DAYS Cf ~"PSI. EXPANSICN JOM FIlLER SJ.W.1 BE ~ NOO-EXTR1DN$ CORD, SPOa ~ OR ct05E cell PlASTIC FOAM RLlER AN) &WI. NOT carr AIN ASPHALT OR T.6R. 1 b. J' . I . I J J .. 1 t I , I J J , I , I f .. t J . I I t . 1 t J I 1 I :s , t , I I J 1 J J etL(1~ } f1AG- - O~LJe) ~(fo+) - ----W I ecCe) : 00\'( (Ie) I I I ~------~ MODIFICATIONS TO EXISTING LANDSCAPING ~:. e-I6' e- ee,1I \t.I'lrH HFF) \VITH ~ t?tPutJp r~ o ~. ~ .~~Aell CoteYl- c>r ~tJl1 AtJE ~ ~ eo ~o OVERALL ~AN-I Nf.i I I l . _ -=--.J DAVID GRAEBER - ARCHITECT 100 Congress Ave, Suite 100 Austin, Texas :~ 78701 PETER B. OLFERS & ASSOCIATES Landscape Architectu~e 6326 Sovereign, Suite 1358 San Antonio, Texas 7 S2-29 '. DATE JOB , COLLEGE STATION, TX '53~ 0OO2.lP1 All Note MAIN ABE B8L BU ODAY PFT PHO PHA TAH ANNUALS pots to be fibergla.s. re Work to be completed at heads as appropriate as all beds are adequately Abelia Abelia qrfllndiflora Big Blue Liriope Liriope "'''.cari 8ig Bl\le Burford Hol1 y I lex cornu ta burfordi Orange Daylille. Hemerocallls sp_ Pfitzer Juniper Juniperus chin. pft. Red Tip Photinia r raserI Pride of Mobile Azalea Azalea Pc lde of Mobile Tam Juniper Juniperus sabina tall. As selected by owner's representative LOBBY EIVTRANCE La -Quinta Hat lanaI Pricing sheets 7 2. all locations to include relocating existing well as addIn.) additional head. where needed irrigated. 27"tall. 5 gallon 1 gallon. full 30"tall. 5 gallon t gallon 36"tall, 5 gallon 36"tall. 5 gallon 27"spread. 5 gallon 24"spread. 5 gallon sprinkler to insure item HAG RC WC HFP PLANT common name Magnolia Red Crapemyrtle Whl te Crapemyrtle Medi terranean Fan Pa 1m MA TERIALS scienti!.e name Magnolia grandi flora Lagerstrol!l1J1a indica red Lagerstr{j@m1a indica ",h Chamaerops hum!l!s specifications 6"cal.. t S' tall, BB/BOX 10' - t 2' ta 11, mul ti t. . BB/BOX 7'-S'tal1,multlt..l0 gallon 42"taIl. to 9allon - SPECIAL AREA NO.1 ~ WC(l) 'P~r{lo) V\M{tf) J . 4J'~4G- ~05 lD t.Ei::t::JVl:: A e" Co~ Of tiE-ClLt1 PINE ~ SPECIAL AREA NO. 2 TYPICAL OF 2 LOCATIONS .1- .~ -~ U =~ .i _.11I =- .11I -I ..- ~ ~ o z .0:: <( "'u Zen o.a _z ~~ ~o ~z Q- 0'" ~!!! >< II.t o ... CI) ~ t.u f..- .. ~ o i: ~ CI) ~ llJ -J ....J C (.) 0) ~ IC) ~ NOTES I 0002.LP21 ~ ~ !:. TRE'ES G~ATER THAN ..,~1:AL 18- TREES 2Y2"-4V2"CAl. 15' TREES LES5 THAN 20" CAt. 8 SPECIMEN SHRUBS 12- 5 GAL LON Pt..ANTS g" I GALLON PLANTS 6- BELOW 9" - INSTALL 'AGRIFVRM'21 (;/~ TIMED. RELE ASE FERTIUL..17l TABlETS ACCORlYNG TO MANUF.S SPECS. FILL WITH A SOIL MIX OF: 6 PARTS APPROVED LOAM TOPSOIL 2 PARTS FINE GRAIN WASHED SAND I PART CANAOIAN SA4GM.N FEAT A'OSS 8 I CVP/CU. YD. MIX OF A 10.10.5 GENERAL PURPOSE FERTILIZER H1TH TRACE ELEMENTS. COMPACT MIX BY SOAKING, ALLOW TO.sETTlE, REFILL WITH MIX 8 REPeAT AS NECESSARY. TYPICAL PLANT INSTALLATION NOT TO SCALE SPECIFIED PLANT NOTE: IMAlEOIATELY PLANT lJ AGAIN Y 15- 12" 9" 6- 6- AFTER SETTING ONE WEEK LATER, SOAK' PLANT WELL WITH A SOl.JR1();V OF 'RA.PIO-GRO. 8 'GREEN LIGHT ROOT STIMULANT~ OIARCOAL f'EAGRAVEL, POTS UNDER 16.-2: POTS 16. TO 2"- - 3" POTS 2~" TO 30" - ..". POTS ovER 36" - 6 w. ," LAYER HORTICULTURAL TYPICAL POTTED NOT TO SCALE SPECIFIED PLANT INSTALLAnON IN BOTTOM HALF OF SOIL FILL, PLACE 'AGRlFORM- ~2' GRAM nMED RELEASE FERTILIZER T.481ETSIJIXt)IVING TO MANUFACTURER'S SPE0F7CAnONS. SPECIFfED F1Lt wlm APPROVED POTTJNG SOIl. TAMP UGHTl Y 8. SOAK ro ca.fPACT: PlANT POT Pop-uP SPRINKL ER AS SPECIFIED PACK HEAD IN WASHED, FINE GRAIN SAND HEAVY-DUTY THREADED POLYETHYlENE PIPE PVC LATERAL AS SPEClJ PACK lATERAL INWASHEO--' .. . : : .. FINE GRAIN SAND, MIN. I " All AROtJNO ~ ~~ ~ I .~ ~ t ~ TYPICAL POP-UP SPRINKLER INSTALLATION - NOT TO SCALE FIN/SHED GRADE DAVID GRAEBER ARCHITECT 100 Congres8 Ave, Suite 100 AU8tin, Texaa 78701 PETER 8. OLFERS & ASSOCIATES Landscape Archltectu~e 6326 Sovereign, Suite 1358 San Antonio, Texas 781.29 .., 0-_- . DATE JOB' COLLEGE 5T AT ION, TX '53lj PLANT MATERIAL SPECIFICATIONS 1. Planting stock shall be true to name. Sizes specified on the drawinqs will be the minimum size for each plant of the qiven specie when installed and each plant shall be a full, dense speci.en, each subject to approval by the owner's representative. Caliper lIleasurements shall be taken 12" above the ground. Individual plant Inaterials shall be well furnished, of the variety, flower color as stated, and well formed sound, viqorous healthy plants, free of disease, insect pests and shall have healthy, normal, and unbroken root systems. 2. All plants shall be placed 1n pits as detailed, centered, and set in such depth that the finished grade level at the plant shall be the same at which the plant was grown and as detailed. Each plant shall be set upright and faced to give the best appearance or relationship to adjacent plants or structures. No burlap shall be reMOved from plant balls, or balls broken when removed from containers. All broken or frayed roots shall be cut off cleanly. ). Prior to acceptance by the owner, the contractor shall be responsible for all normal maintenance includinq: watering, weeding, fertilizing, pruning, etc. At the time of final acceptance, all beds or lawns shall be free of weeds, and all plants shall be in a healthy state of growth. TOPSOIL SPECIFICATIOl.iS: Topsoil shall be a oood quality topsoil representative of the best soils found in the area and free of stones 1" diameter or larger, roots, stumps, vegetation capable of reproduction or new growth, weedseed, trash, caliche, and any other undesirable material and shall conform to the following: a. texture - fine sandy loam or loam where 3vatlable b. natural organic matter - minimum of 3.0\ by volume c. salt content - less than 0.2\ d. free of herbicide, pesticide, etc. appllc~tions within a period of five years prior to date of installation e. all topsoil shall be approved by the owner's representative and shall come from only one source f. in areas where loam or sandy loam is not available, selected topsoil shall be of the highest quality found .1n the area and meeting all other specifications Soil mix for plant wells shall be as follows: (1) loam topsoils - 6 parts topsoil/2 parts fine qrain washed sandI 1 part Canadian spagnum peat moss 2) sandy loam topsoils - 6 parts topsoil/1 part Canadian 8pagnum peat )) sand - . parts topsoil/l part processed cow manure/1 par~ Canadian spa9num peat moss clay - 4 parts topsoil/l part fine cow manure/l part Canadian spagnum h. qrain sand/1 peat moss part .processed SPRINKLER IRRIGATION SPECIFICATIONS: -\ 1. All pipe not labeled as to size on the plans will be )/4". 2. All 8prinkler irrigation equipment will be new equipment and will conform to the latest cataloq and specifications of the respective manufacturer. - ). All pipe will be rigid PVC solvent weld pipe and will be ~lass 200 or better. All fittin9s will be compatible with the pipe. 4. Connections to water supply and electrical supply: , The contractor shall be responsible for makin9 all connections to utility lines as required on the drawin9s or as directed by the Owner. Where' required for new service, the irrigation contractor will connect the system to the water supply where desi9nated by the Owner's rep. and will install an approved backflow prevention device In a box, sized to the irrigation main shown on the drawings, And as required by codes. All electrical runs between controllers and supply to be underqround. 5. All pipe will have a minimum cover of 12" and in no case shall piPe be laid higher than the recognized freeze line for the area. 6. The pipe shall be snaked from aide to side of trench bottom to allow for PVC's characteristic expansion and contraction of !" per"10. change in temperature. 7. The contractor shall perform all excavation of every description and of whatever substances encountered. All excavated' material not required or suitable for backfill shall be removed from the project site by the contractor. 8. Trenches shall be a" minimum of 4 inches in width for all pipe 2 inches in diameter or less and the trench wall shall beag nearly vertical as possible. The bottom of the trenches shall be uniformly qraded to provide uniform bearing and support for the pipe. Trenches cut through existiD9. pavements shall have clean, saw cut edges unless otherwise required by the Owner's representative. 9. All existing utilities shall be protected from damage durinq construc- tion, and if damaged, shall be replaced by the irrigation contractor at his expense. 10. Excavations shall not be backfilled until the utility systems as installed conform to the requirements specified. Backfill materials shall be acc~ptable fill free of atones 1" in diameter or larger, roots lw in diameter or greater, trash, and other debris. In rocky soils, the pipe shall be completed eRlbedded in sand with a minimum cover of 1" all around. Backfillinq shall be completed in an appropriate manner to achieve soil densities compatible to surrounding soils. In all lawn or planting beds, the top 6" of trench fill will be approved topsoil. Surface backfill of trenches through paved areas shall include base and topping materials to match exlstin9 pavements. All patched pavements will have clean, sawcut edges. 1,. After the pipe has been laid, each valved section shall be slowly filled with water to existing pressure and checked for leaks. After essential completiQn, the entire mains system will be subjected to a 72 hour pressure test. All leaks and other problems noticed must be corrected before the system will be accepted by the Owner. 1.2. All pipes under pavements to be placed in PVC sleeves sized of 1" diameter greater than .the pipe required. a minimum .1- ilZi -~ u =~ .i - III II .11I II~ ...- NOTES ~ -tc C) Z a. ~ enU Zen 00 _Z ~S u -C) ~Z C- O'" ~~ >< W o I- (J) ~ ><: J%.1 8 -.. Z o H 8 II:( 8 CJ) J%.1 t? J%.1 H H o U '" M tJ) . o z