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HomeMy WebLinkAboutPLANS - 06-00341 - Applebee's Restaurant - Site PlanDEVELOPER RCI REALTY, LLC 400 WTERSTATE NORM PARKWAY SURE 1200 ATAMA, Gp. ]O]J9 (]]0)951—M66 piTN: $hK CROJE ENGINEER/PLANNER GALLOWAY, ROMERO h ASSOCIATES 5350 Um PARKWAY GREENVOOD VCTAGE CO 60III FRExE (dod) 770-8884Fq%: (303) ]]0-3636 AM: WIRY L PARKER DATE OF PREPARATION JULY 7. 2006 LEGAL DESCRIPTION LOT GA A PORTION OF LOT 1 OF THE WILCO% SUBDMSION IN THE CITY OF REXBURG. MADISON COUNrv. 1.0 IN THE NORTH HALF DF IF SOUMWESI QUARTER OF SECTION 36, TOWNSHIP 6 NORM, RANGE 39 EAC, BOISE MERIDIAN. MORE PARRCUURLY DESCRIBED AS FOLLOWS: BEGNNING AT A POW MAT IS 159.15 FEET NaT59'58W OF THE SOUTHEAST CORNER OF SATO LOT I, SNO POINT IS ON THE SOON LINE OF SAID PROPERTY AND COMBATTING NANCE ALONG SAID SOUTH LINE N69'S9'5BlY 217.00 FEET TO IF SWIBWN ST CORNER OF SATO LOT 1: THENCE N20 54-09-C 239.43 FEET TO WE NORTHWEST CORNEA OF S40 LOT 1; THENCE SA9'S6'2TE 217.00 FEET ALONG THE NORTH LINE OF SND LOT 1; THENCE S2G"55'03W 239.35 FEET TO THE POINT OF BEGINNING. CONTAINS 1.11 ACRES, ALONG WITH A 15 FWT WIDE EASEMENT ALONG THE EAST SBOE M THE PROPERTY DESCRIBED AS FOuowS; BEGINNING AT A POINT THAT 6 159.15 FEET N89-59'5ICW OF THE SOUTHEART CORNER OF LOT 1. SAID POINT IS ON THE SOUTH PROPERTY LINE OF SAID LOT 1; THENCE N2V55'03-E 224.00 FEET: THENCE SGW4B7"E 15.00 FEET; THENCE S=55G31R 218.27 FEET TO THE SOUTH LINE OF SAID PROPERTY; THENCE NBV59'5" 16,06 FEET TO THE POINT. OF BEGINNING. .0 SUBJECT TO A 15 FOOT WIDE EASEMENT ALONG THE EAST SIOE OF THE PROPERTY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT TWT 15 159.15 FEET NIT59'55"W OF THE SOUTHEA51 CORNER OF LOT 1, SAID POINT IS ON THE SOUTH PROPERTY LINE OF SAID LOT 1; THENCE N2P55'03� 224A0 FEET; THENCE N69 04'57V 15.00 FEET; THENCE SW55'03Y 229.73 FEET TO THE SOUTH LINE OF SAID PROPERTY: THENCE 50459'SB'E 16.06 FEET TO THE POINT OF BEGINNING. SITE ADDRESS 975 UNNERSRY BOULEVARD REXBURG. ID RLMPB APPLEBEE'S AT REXBURG SITE PLAN A PART OF THE SOUTHWEST QUARTER OF SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST OF THE BOISE MERIDIAN, TOWN OF REXBURG, COUNTY OF MADISON, STATE OF IDAHO 11 SHEET INDEX COVER SHEEP 1 OF 7 SITE PLAN 2 OF 7 GRADING PLAN 3 OF 7 UTILITY PLAN 4 OF 7 LANDSCAPE PIAN 5 OF 7. LIGHTING PLAN 6 OF 7 BUILDING ELEVATIONS 7 OF 7 VICINITY MAP NOT TO SCAE FREESTANDING POLE SIGN SCALE NOT TO SCALE COLOR: PMS—SS3C GREEN OR PER OWNERS BEING 0600341 Applebee's Site Plan Revisions 1/29/2007 INVERTED U BICYCLE RACK DETAIL SCALE: NOT TO SCALE D 9uE0 � Dr'n By D Dat.: 3utr.z .1e: FB A227 P. 011 JAN 2 9 W COVER SHEET CITY OF REXBURG 1 of 7 8 STATISTICAL INFORMATION a «p b ZONING: CBMMUNRY BUSINESS CENTER (CBC) E' RESTAURANT gga PROJECT AREA: 413,527 S.F. 1.114 ACRES w {;R ®R BUILDING HEIGHT: d „ >.IANT BUILDING 10' ENTRY FEATURE 22'-1 1/2"T NUMBER OF STORIES: 1 FLOOR AREA: MAIN BUIIOING 5,325 SF FLOOR AREA RATIO'. SAM GROUND COVERAGE: o TOTAL AREA .48,527 5F o. STRUT. [OVEJLfL x OF TUTAL 91TC AREA s MNN RE$TAVRPM: 5.39D SF 11.115 f6 EN FEATURE 997 020% $EWCE YARD: 714 SF 147II o o w n TUTAL BUILDING: fi20J SF IT, 12.709 yi$ Rn LAN DSCAPNG' 13,395 BF 27.60% COMMON ACCESS DNhES ],BSI ST 15.77% �S'otYa ana PARKING @ O AISLES:rcEI AISLES: 18.2]2 $F 37.55%PARKINGTVE $TEa aSuVml 9BEWPLI(5 k MISC.: 3.854 SF 6.30% p Q ' PARKING LOT LANDSCAPING OF 1,949 SF G IDd% OF PARKING LOT AREA OF 18.384 SF. PARKING: REQUIRED (AUTOMOBILE): PER CITY OF REXBURG CODE, CHATTER 5 1 SPACE PER 4 SEATS = (180/4) = 47 SPACES PROVIDED: REGVIAR: 60 SPACES TO GO: 4 SPACIS HANDICAP: ] SPACES TOTAL P.M. 97 SPACES PRF -FABRICATED a, POWDER -COATED STEEL BUCK i 4lva Lu Q O W� mo W S 42 1/2' W K 7 6 J �� =25 O -I— DIE 36' SURFACE � MOUNT i n T INVERTED U BICYCLE RACK DETAIL SCALE: NOT TO SCALE D 9uE0 � Dr'n By D Dat.: 3utr.z .1e: FB A227 P. 011 JAN 2 9 W COVER SHEET CITY OF REXBURG 1 of 7 University Blvd. —______—_—lew---__ S8938_27'E I 21].00' i —�' LOT 6A IS AIR Q� 9i i 0 Priwte Access Dnkr AMERICINN PROPERTY X \ - - % X%%—%-_ S. - 9 Q �'PCflXNFCpCCIILREIE NDER S /.F SfpbLE/tR0.W ENIRWC -30•CMP _ I �� ONCNG FPON ggLE IPAyI pq.OSIRE 10-1 SNOW STORAGE CALCULATIONS PARKIN➢ t VATCES NRK PMPF �I SCHEDULE � WATER UNE Ol mPtERE's WILDINO —0E— PR RO OVERNEAO ELEMFIL R,uN, (D NtLIIIIEG m EMR, EFpNPE 55 SF 553 5p -55 - IXIMNG SANIWY SDRN O ONIOOOR EQMLE YRRJ WIIN 510.pOLE t 1R0.y1 IgLEPrP - -FO- - EP RS VNDERORNI PEER CPTIL TE £INR - -ETS- - DISDNG MORN SEWER ® WA g Aw G (IY, ALL) �1 NVMBER OF PARNNO SPACES —RD PROP05, ROOF DRAIN Q. 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ME HUSBAND. $YSRJA WILL OPFAATE CH POTABLE WATER, M0 ME SSrEM WILL HAVE APPROPRIATE BACKROR FRENNDdJ CE'.. TO PREVENT WMAWIWTON OF ME PoTM. SOURCE. ME "HE IRRIGATION SYSTEM S. R INSrHLED BY A MAIMED MUTATION SY51d CONTACTOR, ALL r9AMTs SHWMB AMNR HTTDEB OME CHMMUTHSDCS SIWL BE IRMCATEO WITH SIMIAN EWRPMENT (LE. ROTOR, SPRAY, DRIP) AND PVLO ON A V MESDAMES TO PRONDE ME NELESSPM WATER REONREUEMS SPEDUAD N TUT MESCCONE ME IRRIWTpN S. S. BE C6ICNFO AND IxSisYEO, M ME ....1 W S51BI£, I OMSEM'E WATER BY DSING ME FO MAN G BRACES AND SYSTEMS: 1MT01En PRID"ITAAON PATE ""NOM" U.ROHR ANN SP XUOS (WXEREVER POSSIBLE). RWM SFNSQS..0 uULT-PRDGRAN OTARFUERIZED I. ... ...S EEAMRNB SENSORY TNM CEMMITS. COY/ PND NWERATE WATER USE MFA5 WILL BE DBP IWSCUU D. HIGH WATER USE AREAS. SUCH AS TURF. "Al BE IRRIGATED WRX 9PtY OR ROTOR NEWS r INSW HEAD -TO -NERD C.E. MULCHES AFTER AL PPNTNG IS COMPLETE CONERACTOR SNALL 1. S TICK IAYER DF 1"-S ROCS MUUM N ALL PLANTING AREAS, TYPE AS APPRWFD W AMD14ME ARCHITECT AAS OANER. CONTRACTOR SH SUBM B USS OF ALL MIRCNES M UNOCME ARCHIMOT FOR APPRWAL PRIOR TO CONSTRUCTION . ABSOWIPLY NO IXPoSED GROUND 9 BE 6OW 1r SHNG ANiWRERE ON ME PROJECT AFTER MMON HAS SETH SNFTW£O. ROOT BARRIERS ME COMPACTOR SHALL INSTALL ROOT TIMBERS NEM NL NEWLY -PUNTED TREES TUT ME LOOTED WITHIN FIN (5) FEET OF PWOR CURBS. ROOT BMSERS SWJ.L BE EWNALENT TO 'CENTURY OR TDEEP-RO]Y N' BEEP PANELS SANRIERS SRALL BE LD URS WMEDUTELY WVACENT TO NANON.WL IN iN PANELS PER MANUFACTURERS RECUMMENMnOxS. UNDER N. CUKUNWANCES SHALL ME C.OMWLrOR USE .1 BARRIERS OF A TYPE THAT COMPI1lELY EHGRG.E ME flW18VL PLANT SCHEDULE ECA Que cm rrwwarpe &E WF 2 z• Cal. B8B LAM Trial 5 EVERGREEN TREES PBS PTns besseRS'PaArss BlltRR PaFW1ee BUla Sand awry 25 5gal, LOAM FRA Fhs amnBtira Flagat S. 6 5gwLAN \W ViGErunLalEsii Kaearsp. Mbu un 12 50 Lm Tata) 104 PfD AnESTs hdim&. YMngstcWrr YDlsgstASn.FriPa 76 5g61. Jur DBr s sadre'&EBIhvY Broachw Jurpa 31 5 gDI LAM TdA 1Gt GRASSESIPERENNIPLSIGROUNDC0JERS VM Cerdlardhs niw- Pad VgNSw OQZ CaETsisxet 11-Za,I ZMb CCnR*siS 20 1g (AM TUU / PLANTING NOTES I_ PANT M E FOR GENERAL INFORWPON, N THE .I OE -_ - .TAN GRAPHIC AND THE 1MDSVA LEGEND. T- - 5 DETERMINED W AXE RAV OWM SHAUL iPKF I NL TORR SNYL - _ LOLL COOTS. 1 ME CONTRACTOR -AHE OF ME LOCATIONS OF DOWNSANO PROPoYD _ PFWWMSIBIE 1. AH'/ RNYLE T THE WuNES MT/. A. THE CONI WLfQ - -� E NOT TO OMNGE ANY pE1K .' IN. a. I SUCH PVMS MNnCET BY THE CO. ENA Ir SAME SPECIE. SIZE NO QNNFIIY AT THE CCNTPM ACCEPFnBLE TO ME . REFER TO SNE I'll P S (AS MPLMARIE)- 5. AFTER M - -_ - ==STEIN. 0.WIRPLTOB SHALL NAME SCl SAMPLES TES =. - - - _'- TESRHG VR.RAWC/ FOP 111E MMQWING: --FR CONTENT. ACRSCSMMILL SUEr$JIY, AND UNE L ?CN SPLIPLE SURATTER 9Vll C0lry1 NO LESS TWT-N1RA . SHNL NSO SUBUIF ME PROJECTS RNii _ NTC WNH ME SUL YR Nb. THE SOIL REPORT Pc!:: - RY 1. COVTAIM RECg "ORMIS FDR ME- .`PA` `P A` Sql PRE. MSI BACKMLL .11 x - --ITEVONSI AM ANY SMEP ""RIMMED N _ - SG 'FUME A FERRUZER PM4AW FOR iNE Eia� -�C-TERM MAIMRNANCE, D. ME Corr--. - _ _ uENOMENR ANO FERTILIZER$ PER ME SCIS REFS= -- ::TER RECENINO A CHANGE OPOENT FNON ME OWNS= - = 10 ME SO•LREPONT IECGWENMIILt6 SHALL BE ME N... STEPS TO SPECIFlG _ _ uETR1O5. F. FOR 91mr 73 r,L.. ai YSL PxEr.Munox SWu.. QP THE FOH➢ - T RE SAL Bf NUNS OF NO1G1&1NG AFTER CAD.-R'^_F'OR SHRJB�IMIEp BE051: NUE ] C. TOTS. PER W{ SP. BS PER 1.000 5 F. AGRC OOD IF. M 6 P ZAR .NIC MTENDNQJF 10 SS 0 IBS 1185. IRONSVLFw.� PcA�CO.IO= B. NL RANT UK'AEIG6 ARE WtANN.ATG KTNL .0. SVNL BE IRETHEO WOX THE OW RSFA^E MOTHER PHOR M PIµiNG. 9 ALL WANTS WMM A DEFEATS AW1 NAAE SNRM SIZE AND SHALL BE OF A FORM MKJL FOR ME SPECTM ANY RAM CETNm UNACCEMABI£ W ME UNOSCME AMIITER . BE INNEDARY RrypJFD FROM ME SITE AND SNVL BE REPLACED WNN AN �T FLWF DF UKE TYRE'MD VAR AT ME COMRARDN'S OWN ""'NSE M" PWNS AFPENryNG M R UNHEALMY, FARM 6 OEIERMINiO M SIR1 BE A . SNCL NOT SE ACCEPTED, ME' IANNSCMF MONTI SIWL RE THE SIXE MODE AS TO THE ACCETWHIUry OF PIN(F AMER, IO NL TREES SINLL BE STMMtS IN FgtM, UNUESS OTHER WISE WFCI M, TREES WITH CEN LP.NERS mu NOT RE ACCEPTED IF LEADER IS DAMMED OR RE .. PIRMI NL BNUGED TINDS . PUHIINO. 11. SM. IF INCWDFT, 9WL SE ORESC T 1IX£RMT NATNE .1 WMFG APPROVED 8Y ME OMiiR MD JlIf6IDlCllgl SED SNAll BE w0 DN A FWY Dm WM TIGHT JOINTS AMl Iq SORES BETK^EM STPoPS. 12. STEEL EALING 51(LLL M RFF1EdJ STEEL @SR 1/8 a 4' A 10'. M DOW, I& NL PU W AREAS WITH WS MAN A 4:1 GRLLRM SIWL RECEM1E A LAYER OF MIACH�TYPE AND SEEM PW RHS. Sl@NIT I CIJ@C FOOT SWPLE OF YULCN ( PLE PER TYK) M VNF@ME M[ITIECT FOR MpRWAL PItlOR 10 M6YALu,ON. THE MMLd SHAT BE . ENEMY MRCCNWT ALL PWJIWC AREAS ENCEPTACRS 4:1 CR STEPPER. OR AR OTHERWISE EMITTED ON ME RHI. .WSOWIFLY NO IXFOSFD ORCUND SHAW RpLUH IN AVERS r0 gUFM MUCH Mat NIXON FNS EVER NSrNtID. 14. AIL PVNRNG AREAS ON SLOPES OMER A:1 SIWL RECENE COCONUT PINK FR05RM COMNOL NEFIiA F RON RIXIS. IRTM6 $TUU. BE \m-155. AS WNUFALNRLT W NUNN ANERNAV DOR;N (OR EgME). INSTA3 MO STAKE PER NWUFAGNRERY SiNX'TICNS. 15, ME CONTRACTOR SHNL UASTAEL ROOT BARRIERS NEM ALL NEWLY-PtAVRD TRIER MAT ARE COOMBS WNMN TIME (5) RET OF PARK OR CURBS, RANT OWRIIX" STALL BE EDI TO 'COMM(' OR SEEP-FRI 24' DEEP PANELS. DARRIERS 5 BE LOOT FD IMNDN"ELV .AWARENT 10 HWDSCWE MT AS PER ME RCOT TINNIER OETAIL ON MESE PVNS. WST MAN" PER .U.S. RECd1YUlpAiKKiS. IMOER NO CWCUMSTANCS SHALL TIE COMWKICR USE ROOT BVtRIFAS OF A i?E TNT L9NPtElELY ENCWG£ ME RWMNL 16. THE CONTRACTOR B "TAN ME PROJECT IN A HEALTHY AND WDW-MEE CINNmON FOR A CENTS OF UNITY (90) TOYS. 17. ME CCNTMCT)R SHALL d1ALMEE NL TREES,. SHRUBS, PERENNIALS, SOD, AND SERUM ARES FOR A PERIOD OF ONE YEAR. ME CONTRACTOR SHALL NEPIACE. AT WS OWN F]IPENSE ANY POWIS WHIM DIE IN TUT TIME, WEIR ME FIRST 90 DAYS MPIMEWNCE PERIOD. THE CONTRUDIS R SHnu. MITT BE RESWNs9u FOD REPLACEMENT OF PVH^ WHEN PUNT DFAM CANNOT BE AMNEURSE ENMITY To Dr9MA1pryNG OR WHEN 0.VMGE SY HUMAN ACTIONS. 01 TREE CPNIN+/. O NFIDN THEE SIRVS ni "US OF NNMES - SECURETO SAME DR ... AM NNLS, 2 SAME WIDE 011RU IHNEEILNfiT MAJOR SECURE RR.WCNES. ® Z4' F 5/4' P.V.C. MARKETS OVER MIRE. SO PRESSURE-TRGTT WOOD STME, 3- DK EXTEND STAKES IV MN. 1. UNp61U . SCIL RRFS4YIRE-TRUTET WOOD DRAORNM, . PER TREE (NM.). BURY OU@DE DF PIA.ITS O PR AND IV MIN, IMO UNDSNRBEO SOIL O TRU. iTARE. BO MMEN, TWE AND TERM PER PIANS. DD NOT PITCE MULCH WITHIN R' OF MUNK. (D FlNON DRAOE. 0 REST RVL 11 couiDEaAND nuVEDNi'sE URINEOIwwL FuTaiAry S RMED Nnlfv£ SDIL 1] 4- MICH FARMER WATERING BASIN_ M. .11 ARMS I PVNTNC PR PHOR i0 SERIXC THEE REALLY£ EXCESSSqL APPUEO M TOP M THE RWTBALL "I CO IRS THE NOW MRL THE RAMMG NOR HIM STAKING EX MPI M (PLAN MEWL BINLL BE SUCH TUT ME ROOIBVl RESTS OR MN06NRBEO BOIL .0 ME HOW RIME 5 3.—V ABLO'E 1 FINISH CANOE J. 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GROUND POLE FOUNDATION PARKING LOT LIGHTS NOT TO $Gx S J 3�sv� � � a WM W=) O 0 0 MM JW 0 Cc F - as In LIGHTING PLAN 6 of 7 NORTH ELEVATION DEGUE, 3/,S- - r -0 - ETES CUTTING LED LICMING B MANUFACTURED STORE STANDING SEAM METAL R06 SIRN LINE 6 ROY FACTORY FINISH L — —EAIE WILR—— SUPER — — _ — — — — — — _ 6t U& U FIXTURES FABRIC AVNDN METAL LAMff — _ W 1 1 FABRIC AWNING UN LEL& FRAME PAINTED VOW BEANS IKFAiAL ALEADER mNWII FACE U[Ni FDf11N INNER 7LCEXi ICM METAL M/ PAMi FINISH ACCENT 11T MtMS STUCCO EASE BRIO FACE RICK ALUMINUM A SASS NIXfMS BARE 0S SOUTH ELEVATION BGALL S/W � I•_o WEST ELEVATION SCALL .1/18' - V-0- AWNING PATTERN #CP -0700 SANO BCP -L70.9 GREEN 1 RVST GREEN 11 Y II' L7 TREAT EDGE WITH BINEFNG MATERIPL (RVST COLQP #CP -2709) COLORS ARE COASTLINE PLUS" COLOR KEY EAST ELEVATION S�: a/IB• - J• -D^ 0 METAL L-G-_DvPvuW SUPER M W1ES / P. li y Q —LIGHT FIXTURE METAL CAN / PAINT FINISH Lu Q W= J O mo W FU JW � rcm 6 F- Q Q m EAST ELEVATION S�: a/IB• - J• -D^ BUILDING ELEVATIONS 7 of 7 0 c Lu Q W= J O mo W FU JW � rcm 6 F- Q Q m BUILDING ELEVATIONS 7 of 7 DEVELOPER RCI REALTY, LLC 400 INTERSTATE NORTH PARKWAY SUITE 1200 ATLANTA, GA. 30339 (770) 951-0586 ATTN: STEVE GROVE ENGINEER/PLANNER GALLOWAY, ROMERO & ASSOCIATES 5350 DTC PARKWAY GREENWOOD VILLAGE, CO 80111 PHONE: (303) 770-8884 FAX: (303) 770-3636 ATTN: LARRY L. PARKER DATE OF PREPARATION JULY 7, 2006 LEGAL DESCRIPTION LOT 6A A PORTION OF LOT 1 OF THE WILCOX SUBDIVISION IN THE CITY OF REXBURG, MADISON COUNTY, IDAHO IN THE NORTH HALF OF THE SOUTHWEST QUARTER OF SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST, BOISE MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT A POINT THAT IS 159.15 FEET N89'59'58"W OF THE SOUTHEAST CORNER OF SAID LOT 1, SAID POINT IS ON THE SOUTH LINE OF SAID PROPERTY AND CONTINUING THENCE ALONG SAID SOUTH LINE N89'59'58"W 217.00 FEET TO THE SOUTHWEST CORNER OF SAID LOT 1; THENCE N20'54'09"E 239.43 FEET TO THE NORTHWEST CORNER OF SAID LOT 1; THENCE 589'58'27"E 217.00 FEET ALONG THE NORTH LINE OF SAID LOT 1; THENCE 520'55'03"W 239.35 FEET TO THE POINT OF BEGINNING. CONTAINS 1.11 ACRES. ALONG WITH A 15 FOOT WIDE EASEMENT ALONG THE EAST SIDE OF THE PROPERTY DESCRIBED AS FOLLOWS; BEGINNING AT A POINT THAT IS 159.15 FEET N89'59'58"W OF THE SOUTHEAST CORNER OF LOT 1, SAID POINT IS ON THE SOUTH PROPERTY LINE OF SAID LOT 1; THENCE N20'55'03"E 224.00 FEET; THENCE 569'04'57"E 15.00 FEET; THENCE S20'55'03"W 218.27 FEET TO THE SOUTH LINE OF SAID PROPERTY; THENCE N89'59'58"W 16.06 FEET TO THE POINT OF BEGINNING. ALSO SUBJECT TO A 15 FOOT WIDE EASEMENT ALONG THE EAST SIDE OF THE PROPERTY DESCRIBED AS FOLLOWS; BEGINNING AT A POINT THAT IS 159.15 FEET N89'59'58"W OF THE SOUTHEAST CORNER OF LOT 1, SAID POINT IS ON THE SOUTH PROPERTY LINE OF SAID LOT 1; THENCE N2955'03"E 224.00 FEET; THENCE N69'04'57"W 15.00 FEET; THENCE S20'55'03"W 229.73 FEET TO THE SOUTH LINE OF SAID PROPERTY; THENCE 589'59'58"E 16.06 FEET TO THE POINT OF BEGINNING. SITE ADDRESS 975 UNIVERSITY BOULEVARD REXBURG, ID 83440 APPLEBEE'S AT REXBURG SITE PLAN A PART OF THE SOUTHWEST QUARTER OF SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST OF THE BOISE MERIDIAN, TOWN OF REXBURG, COUNTY OF MADISON, STATE OF IDAHO SHEET INDEX COVER SHEET 1 OF 7 SITE PLAN 2 OF 7 GRADING PLAN 3 OF 7 UTILITY PLAN 4 OF 7 TOTAL BUILDING: 6,138 SF TOTAL 12.65% 1 X, -n" FREESTANDING POLE SIGN SCALE: NOT TO SCALE STATISTICAL INFORMATION ZONING: USE: PROJECT AREA: BUILDING HEIGHT: MAIN BUILDING ENTRY FEATURE NUMBER OF STORIES: FLOOR AREA: MAIN BUILDING FLOOR AREA RATIO: GROUND COVERAGE: TOTAL AREA COMMUNITY BUSINESS CENTER (CBC) RESTAURANT 48,527 S.F. 1.114 ACRES 48,527 SF 18'-9 1/2"t 22'-1 1/2"± 1 5,325 SF BUILDING COVERAGE: 0 % OF TOTAL SITE AREA MAIN RESTAURANT: 5,325 SF 10.98% ENTRY FEATURE: 99 SF 0.20% SERVICE YARD: 714 SF 1.47% TOTAL BUILDING: 6,138 SF TOTAL 12.65% LANDSCAPING* 13,571 SF 27.97% COMMON ACCESS DRIVES 7,653 SF 15.77% PARKING & DRIVE AISLES: 18,384 SF 37.88% SIDEWALKS & MISC.- 2,781 SF 5.73% * PARKING LOT LANDSCAPING OF 1,949 SF IS 10.6% OF PARKING LOT AREA OF 18,384 SF. PARKING: REQUIRED (AUTOMOBILE): PER CITY OF REXBURG CODE, CHAPTER 5 1 SPACE PER 4 SEATS = (188/4) = 47 SPACES PROVIDED: REGULAR: 61 SPACES TO GO: 4 SPACES HANDICAP: 3 SPACES TOTAL PROVIDED: 68 SPACES COLOR: PMS—SS3C GREEN PRE—FABRICATED OR PER OWNERS INSTRUCTION POWDER—COATED STEEL RACK 42 1/2" 18" 36" SURFACE I III f- MOUNT INVERTED U BICYCLE RACK DETAIL SCALE: NOT TO SCALE D EcE� w NOV 2 0 2006 D CITY OF REXBURG 6 Z U v 0 U OQ mo Q^^ v J 3 m i M Qo 7 Ja m e, V Zo Ulw—p Ca J� M O� J � I 0o U N N _ 0) �^ o C5 0 WC O Y coo._ o� v 0 W W� mm OQ mo W X�-, J^�� M Ii 7 m 0) 'Designed By: LLP JULY. 2006 File: COVER SHEET 1 OF 7 / / / / / 953.17 / 4852.82 / / 485267 / 4852.32 4854.17 4&54.22 University Blvd. 4854.39 " /-X X X X X X X X X X X X X X -.� X T u X X X X _ 4853.8 X . X I / IRRIGATION DITCH II II _ 4853.96 X3.86 4854J8 4855.75 --4854__--____-__ ` » 855 485,-.8Sft9.58�/-------------- 4651.6, I 49szss -- §�, 58�38•'�� €------- ---.6.-67�------------- -53-- - _ w217.00' ------------------4852---- --�� 6Z-- --------- - - _ - ----- ------------L� FL 50.5 x95, se p � TOG50.4 --- 4650.99 52 _ ` 4851.,0 / A=4°23'04" /L=67.33' 4851.90 Z/ 4852.45 \/ R=879.93' / 4852,46 ' 4851.41 4851.9 � � l i i i / / / / / r / / / / / r T 4850.33 AMERICINN PROPERTY N LEGEND ---52--- EXISTING CONTOUR 52 PROPOSED CONTOUR 52.0 EXISTING SPOT ELEVATION F52.-ol FINISHED SPOT ELEVATION o to zo GB GRADE BREAK FF FINISHED FLOOR ELEVATION SCALE: 1"=20' HP HIGH POINT LP LOW POINT ME MATCH EXISTING FL INT FLOWLINE INTERSECTION PCR POINT OF CURB RETURN CO CURB OPENING TOB TOP OF BERM TC TOP OF CURB VHC VARIABLE HEIGHT CURB EM GUTTER TRANSITION, 5' UNLESS OR GT NOTED OTHERWISE FLOW ARROW A=96°55'11' - L=84.58' R=50.00' k. ° e 6E o 4 . a 4 3' CLR a ° a .. e 4 6x 6 - W1.4 x W1.4 WWF 2° CONCRETE PAN DETAIL NOT TO SCALE K: TOP OF EXISTING RIM, ELEVATION = 4853.38 O N8 '59'58"W m 376.15' 4850.53 4950: __- 40 53.4 j Q _.. p 485 4851 ' \ 485.79 4850.33 AMERICINN PROPERTY N LEGEND ---52--- EXISTING CONTOUR 52 PROPOSED CONTOUR 52.0 EXISTING SPOT ELEVATION F52.-ol FINISHED SPOT ELEVATION o to zo GB GRADE BREAK FF FINISHED FLOOR ELEVATION SCALE: 1"=20' HP HIGH POINT LP LOW POINT ME MATCH EXISTING FL INT FLOWLINE INTERSECTION PCR POINT OF CURB RETURN CO CURB OPENING TOB TOP OF BERM TC TOP OF CURB VHC VARIABLE HEIGHT CURB EM GUTTER TRANSITION, 5' UNLESS OR GT NOTED OTHERWISE FLOW ARROW A=96°55'11' - L=84.58' R=50.00' k. ° e 6E o 4 . a 4 3' CLR a ° a .. e 4 6x 6 - W1.4 x W1.4 WWF 2° CONCRETE PAN DETAIL NOT TO SCALE K: TOP OF EXISTING RIM, ELEVATION = 4853.38 I Q 53.05 PROVIDE A 2' CURB HEAD TAPER DOWN / TO FLOWLINE / 485__.950 w O Z am 0 Z 0 rn af L 0 O o m TC&FL a / a o 40 53.4 j Q c p p T C M 0 TSW&FL 53.35 ypp0 a Q a"5 �¢"tco U 0p Q v / � TSW&FLS Q 53.33 DETECTABLE WARNING - _ TSW TSW&FL PANEL I Q 53.05 PROVIDE A 2' CURB HEAD TAPER DOWN / TO FLOWLINE / 485__.950 w O Z am 0 Z 0 rn af L 0 O o m Q L rn o 40 E p a Q c p p T C M 0 m ypp0 a � a"5 �¢"tco U 0p 0Mv -/ --------------48-❑s1-1----"� 0 7 Q ENLARGEMENT A 'W = =o Q SCALE: 1"=5' M m L� W X � JW �D A Cr:y m Qa jit In (n Scale: 1 L-A Disk File: A227_P_03-Grad GRADING PLAN 3 of 7 O U Q L V rn Z 710 m ULOU O M co J � LO J O O }J rn C o KW �,, CO UO! p v O � �¢"tco -/ --------------48-❑s1-1----"� 0 7 Q ENLARGEMENT A 'W = =o Q SCALE: 1"=5' M m L� W X � JW �D A Cr:y m Qa jit In (n Scale: 1 L-A Disk File: A227_P_03-Grad GRADING PLAN 3 of 7 a 0 N O N Q0 O O N J 'J C am �!7/Val5/� t?IVlf / 0 10 20 - PROPOSED TURGRASS'SOD [El EEL ------ t,519-�---.------- - --w�16"iN----��.------_— GING i �—x x x x - - x x -- x x x x x x x ----�- // 23967' Q �z G 1 GROUND COVER TO BE PLANTED WITH TRIANGULAR SPACING SPACE PER PLANT SCHEDULE PLACE PLANT IN VERTICAL/PLUMB POSITION 6" MULCH AS SPECIFIED PLANT ROOTS WITHIN BED PREPARATION ZONE (DEPTH 6") SECTION aA PERENNIAL PLANTINGS SCALE: NOT TO SCALE J PLACE PLANT IN VERTICAL, PLUMB POSITION REMOVE CONTAINER PRIOR TO PLACING BACKFILL t.J 6" MULCH AS SPECIFIED PREPARED BACKFILL - TAMP AND SOAK BACKFILL AFTER PLANTING - B ORNAMENTAL GRASS SCALE NOT TO SCALE STEEL EDGING -x x x x x k, x WOOD MULCH RliWte Access Dlive $9'58127"34 119.67' c SHRUB PLANTING SCALE: NOT TO SCALE `_SHREDDED WOOD MULCH Z r�-4'23'0 3,738 SF "-(9)BRO L=67.33' R=879.9 PLANT SCHEDULE . S QIA s? �r �7r f �C.0 �FARINV.]�lW=WAFA DECIDUOUS TREE 6. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND ORDERLY AND SHALL DISPOSE OF .��l�. EAO Quercus macrocarpa Bur Oak 2 2" Cal B&B Low FGA Fraxinus nigra 'Fall Gold' Fall Gold Ash 3 2" Cal. B&B Low Cont. Total 5 17 # 5 GAL. Cont. Low EVERGREEN TREES TREATED WOOD POST WITH Total 108 GROMMETED NYLON STRAPS. SEE GRASSESIPERENNIALSIGROUNDCOVERS BHS Picea densata Black Hills Spruce 3 6' B&B Low z 0 Total 3 �10- TRUNK FLARE JUNCTION 3" - 5" ALL TREES AND SHRUBS ARE TO BE PLANTED AFTER ROUGH GRADING AND PRIOR TO DECIDUOUS SHRUBS ABOVE EXISTING GRADE. PLACING OF GROUND COVER MATERIAL. LJ 6" MULCH, AS SPECIFIED, APPLIED 11. SOD, IF INCLUDED, SHALL BE DROUGHT TOLERANT SPECIES, WHENEVER POSSIBLE, VMO Viburnum carlesii Koreanspice Viburnum 12 # 5 GAL. Cont. Low BST Caryopteris x clandonensis Bluemist Spirea 3 # 5 GAL. Cont. Low FRA Rhus aromatica Fragrant Sumac Q �z G 1 GROUND COVER TO BE PLANTED WITH TRIANGULAR SPACING SPACE PER PLANT SCHEDULE PLACE PLANT IN VERTICAL/PLUMB POSITION 6" MULCH AS SPECIFIED PLANT ROOTS WITHIN BED PREPARATION ZONE (DEPTH 6") SECTION aA PERENNIAL PLANTINGS SCALE: NOT TO SCALE J PLACE PLANT IN VERTICAL, PLUMB POSITION REMOVE CONTAINER PRIOR TO PLACING BACKFILL t.J 6" MULCH AS SPECIFIED PREPARED BACKFILL - TAMP AND SOAK BACKFILL AFTER PLANTING - B ORNAMENTAL GRASS SCALE NOT TO SCALE STEEL EDGING -x x x x x k, x WOOD MULCH RliWte Access Dlive $9'58127"34 119.67' c SHRUB PLANTING SCALE: NOT TO SCALE `_SHREDDED WOOD MULCH Z r�-4'23'0 3,738 SF "-(9)BRO L=67.33' R=879.9 PLANT SCHEDULE . S QIA s? �r �7r f �C.0 j'y [q K11111S DECIDUOUS TREE 6. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND ORDERLY AND SHALL DISPOSE OF Armstrong juniper EAO Quercus macrocarpa Bur Oak 2 2" Cal B&B Low FGA Fraxinus nigra 'Fall Gold' Fall Gold Ash 3 2" Cal. B&B Low Cont. Total 5 17 # 5 GAL. Cont. Low EVERGREEN TREES TREATED WOOD POST WITH Total 108 GROMMETED NYLON STRAPS. SEE GRASSESIPERENNIALSIGROUNDCOVERS BHS Picea densata Black Hills Spruce 3 6' B&B Low z 0 Total 3 �10- TRUNK FLARE JUNCTION 3" - 5" ALL TREES AND SHRUBS ARE TO BE PLANTED AFTER ROUGH GRADING AND PRIOR TO DECIDUOUS SHRUBS ABOVE EXISTING GRADE. PLACING OF GROUND COVER MATERIAL. LJ 6" MULCH, AS SPECIFIED, APPLIED 11. SOD, IF INCLUDED, SHALL BE DROUGHT TOLERANT SPECIES, WHENEVER POSSIBLE, VMO Viburnum carlesii Koreanspice Viburnum 12 # 5 GAL. Cont. Low BST Caryopteris x clandonensis Bluemist Spirea 3 # 5 GAL. Cont. Low FRA Rhus aromatica Fragrant Sumac 6 # 5 GAL. Cont. Low PBS Prunus besseyi 'Pawnee Buttes' Pawnee Buttes Sand Cherry 24 # 5 GAL_ Cont. Law BLC Aronia melanocarpa 'Iroquois Beauty' Dwarf Black Chokeberry 47 # 5 GAL. Cont. Low VAR. Centranthus Tuber Red Valerian 17 4" Pot 24" O.C. Spacing Max. Low COZ Coreopsis %erticillata'ZagreV Zagreb Coreopsis 34 4" Pot 24" O.C. Spacing Max. Low Total 51 LANDSCAPE LEGEND 159.15' _ PRUNE ALL DEAD OR DAMAGED WOOD AFTER PLANTING PLACE PLANT IN VERTICAL, PLUMB POSITION REMOVE CONTAINER PRIOR TO PLACING BACKFILL 6" MULCH AS SPECIFIED PREPARED BACKFILL - TAMP AND SOAK BACKFILL AFTER PLANTING. I - SOD - SHREDDED WOOD MULCH DEPTH PER DETAILS - STEEL EDGE (TYP) 0 �'} 0 0 - DECIDUOUS SHRUBS IRRIGATION IyQTES: 1. ALL PLANTING AREAS SHALL BE WATERED BY AN AUTOMATIC IRRIGATION SYSTEM. 2. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN & LAYOUT OF THE IRRIGATION SYSTEM. LAWN AND PLANTING BEDS SHALL BE ZONED SEPARATELY. LAWN AREAS SHALL BE IRRIGATED WITH POP-UP SPRAYS AND ROTORS (SPACE ALLOWED). NO OVERSPRAY ONTO PARKING AREAS, WALKWAYS, ROADWAYS OR OTHER PLANTING AREAS IS PERMITTED. TREES AND SHRUBS TO BE DRIP IRRIGATED: FOUR EMITTERS PER TREE AND TWO EMITTERS PER SHRUB UNLESS DIRECTED OTHERWISE BY OWNERS REPRESENTATIVE. PERENNIAL, GROUNDCOVER AND ANNUAL PLANTING AREAS ARE TO BE IRRIGATED WITH DRIP EMITTERS, MICRO SPRAYS OR SPRAY POP—UPS. 3. THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE TO THE OWNER AN ACCURATE, SCALED, AS -BUILT DRAWING OF THE IRRIGATION LINES AND HEADS. A COPY OF THIS DRAWING SHALL BE LEFT INSIDE THE IRRIGATION CONTROLLER BOX AT THE PROJECT SITE. 4. UPON INSTALLATION ALL HEADS TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS AND WALK -WAYS, 5. BACKFLOW PREVENTION DEVICE SHALL BE IN ACCORDANCE WITH CITY, COUNTY OR MANUFACTURER SPECIFICATIONS. 6. ALL SYSTEM MAINLINE PIPING TO BE PVC SCH 40. - EVERGREEN SHRUBS LANDSCAPE NOTES: 1. THE CONTRACTOR IS TO FURNISH AND INSTALL PLANT MATERIALS AS NOTED. ALL PLANT MATERIAL MUST EQUAL OR EXCEED THE CODE OF STANDARDS CURRENTLY RECOMMENDED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION, AND IS SUBJECT TO APPROVAL OF THE OWNERS REPRESENTATIVE. - 0EVERGREEN TREES 2. THE CONTRACTOR IS TO VERIFY FIELD CONDITIONS AND NOTIFY THE OWNERS s' REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. o 3 CONTRACTOR TO REPAIR OR REPLACE ANY SOD M UL= OR SITE IMPROVEMENTS DISTURBED OR DAMAGED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 4. CONTRACTOR TO PROVIDE FOR PROTECTION OF ALL UTILITIES, PRIVATE OR PUBLIC PROPERTY, AND PUBLIC SAFETY FOR THE DURATION OF THE CONTRACT AND SHALL REPAIR - DECIDUOUS SHADE TREE OR REPLACE ANY DAMAGES TO SAME WITHOUT ADDITIONAL COST TO THE OWNER. y PLACE LEAD STAKE AGAINST PREDOMINANT WINDS STAKING EXAMPLE Total 92 EVERGREENBROADLEAF SHRUBS 0 6. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND ORDERLY AND SHALL DISPOSE OF ARM Juniperus chinensis ' armstrongii' Armstrong juniper 49 # 5 GAL. Cont. Low AND Juniperus horizontalls 'Youngstown' Andorra Juniper 39 # 5 GAL. Cont. Low BST Cytsus x 'Lilac Time' Lilac Time Broom 3 # 5 GAL. Cont. BRO Juniperus sabina'Broadmoor' Broadmoor Juniper 17 # 5 GAL. Cont. Low V� TREATED WOOD POST WITH Total 108 GROMMETED NYLON STRAPS. SEE GRASSESIPERENNIALSIGROUNDCOVERS C1 GENERAL NOTES FOR QUANTITIES, 9• PRIOR TO ANY PLANTING OPERATIONS, THE AREA TO BE PLANTED IS TO BE PREPARED VAR. Centranthus Tuber Red Valerian 17 4" Pot 24" O.C. Spacing Max. Low COZ Coreopsis %erticillata'ZagreV Zagreb Coreopsis 34 4" Pot 24" O.C. Spacing Max. Low Total 51 LANDSCAPE LEGEND 159.15' _ PRUNE ALL DEAD OR DAMAGED WOOD AFTER PLANTING PLACE PLANT IN VERTICAL, PLUMB POSITION REMOVE CONTAINER PRIOR TO PLACING BACKFILL 6" MULCH AS SPECIFIED PREPARED BACKFILL - TAMP AND SOAK BACKFILL AFTER PLANTING. I - SOD - SHREDDED WOOD MULCH DEPTH PER DETAILS - STEEL EDGE (TYP) 0 �'} 0 0 - DECIDUOUS SHRUBS IRRIGATION IyQTES: 1. ALL PLANTING AREAS SHALL BE WATERED BY AN AUTOMATIC IRRIGATION SYSTEM. 2. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN & LAYOUT OF THE IRRIGATION SYSTEM. LAWN AND PLANTING BEDS SHALL BE ZONED SEPARATELY. LAWN AREAS SHALL BE IRRIGATED WITH POP-UP SPRAYS AND ROTORS (SPACE ALLOWED). NO OVERSPRAY ONTO PARKING AREAS, WALKWAYS, ROADWAYS OR OTHER PLANTING AREAS IS PERMITTED. TREES AND SHRUBS TO BE DRIP IRRIGATED: FOUR EMITTERS PER TREE AND TWO EMITTERS PER SHRUB UNLESS DIRECTED OTHERWISE BY OWNERS REPRESENTATIVE. PERENNIAL, GROUNDCOVER AND ANNUAL PLANTING AREAS ARE TO BE IRRIGATED WITH DRIP EMITTERS, MICRO SPRAYS OR SPRAY POP—UPS. 3. THE LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE TO THE OWNER AN ACCURATE, SCALED, AS -BUILT DRAWING OF THE IRRIGATION LINES AND HEADS. A COPY OF THIS DRAWING SHALL BE LEFT INSIDE THE IRRIGATION CONTROLLER BOX AT THE PROJECT SITE. 4. UPON INSTALLATION ALL HEADS TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS AND WALK -WAYS, 5. BACKFLOW PREVENTION DEVICE SHALL BE IN ACCORDANCE WITH CITY, COUNTY OR MANUFACTURER SPECIFICATIONS. 6. ALL SYSTEM MAINLINE PIPING TO BE PVC SCH 40. - EVERGREEN SHRUBS LANDSCAPE NOTES: 1. THE CONTRACTOR IS TO FURNISH AND INSTALL PLANT MATERIALS AS NOTED. ALL PLANT MATERIAL MUST EQUAL OR EXCEED THE CODE OF STANDARDS CURRENTLY RECOMMENDED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION, AND IS SUBJECT TO APPROVAL OF THE OWNERS REPRESENTATIVE. - 0EVERGREEN TREES 2. THE CONTRACTOR IS TO VERIFY FIELD CONDITIONS AND NOTIFY THE OWNERS s' REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. o 3 CONTRACTOR TO REPAIR OR REPLACE ANY SOD M UL= OR SITE IMPROVEMENTS DISTURBED OR DAMAGED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 4. CONTRACTOR TO PROVIDE FOR PROTECTION OF ALL UTILITIES, PRIVATE OR PUBLIC PROPERTY, AND PUBLIC SAFETY FOR THE DURATION OF THE CONTRACT AND SHALL REPAIR - DECIDUOUS SHADE TREE OR REPLACE ANY DAMAGES TO SAME WITHOUT ADDITIONAL COST TO THE OWNER. y PLACE LEAD STAKE AGAINST PREDOMINANT WINDS STAKING EXAMPLE D TREE DETAIL SCALE: NOT TO SCALE 1. LAUAVAlt rLANIINU HULtS WITH SLOPING SIDES. DO NOT DISTURB SOIL AT BOTTOM OF PLANTING HOLES, BUT DO SCORE THE SIDES OF THE PLANTING HOLE. MAKE EXCAVATIONS AT LEAST THREE TIMES AS WIDE AS THE ROOT BALL DIAMETER. 2. TREES SHALL BE PLANTED WITH THE TOP MOST ROOT IN THE ROOT BALL 3" TO 5" HIGHER THAN THE FINISHED LANDSCAPE GRADE. THIS INCLUDES TREES THAT ARE SET ON SLOPES. SET ROOT BALL ON UNDISTURBED SOIL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE ROOT BALL WITH SOIL. 3. CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF REMAINDER OF BASKET AFTER TREE IS SET IN HOLE, REMOVE BASKET COMPLETELY. REMOVE ALL NYLON TIES, TWINE, ROPE AND BURLAP AS POSSIBLE. REMOVE UNNECESSARY PACKING MATERIAL. 5. FORM SOIL INTO A 3" TO 5" TALL WATERING RING (SAUCER) AROUND PLANTING AREA. APPLY MULCH INSIDE WATERING RING. 6. STAKING AND GUYING MUST BE REMOVED WITHIN 1 YEAR OR LESS OF PLANTING DATE. 7. TREE WRAP IS NOT TO BE USED ON ANY NEW PLANTINGS, EXCEPT iN LATE FALL PLANTING SITUATIONS, AND ONLY THEN AFTER CONSULTATION WITH THE LANDSCAPE ARCHITECT. w 5. CONTRACTOR SHALL SECURE AND PAY ALL APPLICABLE TAXES, PERMITS AND FEES IN CONNECTION WITH THE WORK UNDER THE CONTRACT. 0 6. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND ORDERLY AND SHALL DISPOSE OF PRUNE ALL DEAD OR DAMAGED WOOD ALL WASTE AND DEBRIS AT AN APPROVED LOCATION OFF-SITE PRIOR TO FINAL ACCEPTANCE. Q� AFTER PLANTING. ti J USE NYLON TREE STRAPS AT END OF 7. CONTRACTOR TO MAINTAIN ALL PLANTINGS INSTALLED UNDER THIS CONTRACT UNTIL FINAL ACCEPTANCE AND TURNOVER TO OWNER. �m WIRE. 8. PLANTS SHALL HE GUARANTEED FOR A PERIOD OF ONE YEAR. ANY PLANT MATERIAL 0 12 GAUGE GALVANIZED WIRE. THAT IS IN QUESTIONABLE CONDITION MAY RECEIVE AN EXTENDED GUARANTEE AT THE REQUEST OF THE LANDSCAPE CONTRACTOR AND APPROVAL OF THE OWNERS V� TREATED WOOD POST WITH REPRESENTATIVE. ALL GUARANTEES ON PLANTS ARE 100% INCLUDING MATERIALS AND GROMMETED NYLON STRAPS. SEE LABOR BASED UPON A ONE-TIME REPLACEMENT. C1 GENERAL NOTES FOR QUANTITIES, 9• PRIOR TO ANY PLANTING OPERATIONS, THE AREA TO BE PLANTED IS TO BE PREPARED 24" X 3/4" P.V.C. MARKERS WITH 5 YARDS/1,000 SQUARE FEET OF ORGANIC MATERIAL, ROTOTILLFD A MINIMUM OF 6" z 0 (TYPICAL) OVER WIRES, DEEP. �10- TRUNK FLARE JUNCTION 3" - 5" ALL TREES AND SHRUBS ARE TO BE PLANTED AFTER ROUGH GRADING AND PRIOR TO v� ABOVE EXISTING GRADE. PLACING OF GROUND COVER MATERIAL. LJ 6" MULCH, AS SPECIFIED, APPLIED 11. SOD, IF INCLUDED, SHALL BE DROUGHT TOLERANT SPECIES, WHENEVER POSSIBLE, til OVER PLANTING AREA AND AWAY FROM APPROVED BY OWNER AND SHALL BE LAID ON A FIRM BED WITH TIGHT JOINTS AND NO TRUNK. VOIDS BETWEEN STRIPS. SOD TO BE FERTILIZED WITH GRANULAR DIAMMONIUM PHOSPHATE n± (18-46-0) AT RATE OF SIX (6) POUNDS PER 1,000 SQ, FT. 8� BACKFILL WITH A MIX OF 2/3 12. PLANTING BED EDGER TO BE RYERSON STEEL EDGER, 1/8" x 4" x 10`, OR EQUAL, 0 z EXISTING NATIVE SOIL AND 1/3 AS APPROVED BY THE OWNERS REPRESENTATIVE. ORGANIC MATERIAL PREPARED SOIL. SLOPE SIDED HOLE IS 3 TIMES AS 13. ALL BEDS TO BE MULCHED AS DIRECTED ON THE PLANS. SUBMIT SAMPLE TO OWNERS REPRESENTATIVE FOR APPROVAL. MULCH ALL PLANTING BEDS AT A SIX INCH r co WIDE AS THE ROOTBALL DIAMETER. DEPTH. 10 EXISTING GRADE. 14. PLACE GEOTEXTILE FABRIC (MIRAFI #140—S OR EQUAL) UNDER ALL ROCK AND 11 BURLAP, ROPE, AND WIRE REMOVED PLANTING BEDS. fl a � vob o�>rn- FROM ROOT BALL. 15. THE PLANT MATERIALS SHALL MEET THE MINIMUM REQUIREMENTS OF THE JURISDICTION Il 12 ROOTBALL SITTING DIRECTLY ON TOP OR AS NOTED ON THE PLANS. G OF UNDISTURBED SOIL. *NOTE: BROKEN OR CRUMBLING 16. CONTRACTOR/BIDDER TO VERIFY PLANT QUANTITIES SHOWN IN PLANT SCHEDULE VERSUS a � � ROOTBALLS WILL BE REJECTED. PLAN. IF A DISCREPANCY EXISTS, PROVIDE THE GREATER OF THE TWO. o 17. WEED BARRIER WILL BE LOCATED UNDER ALL ROCK/COBBLE MULCH AREAS AND SHALL J � BE COVERED SO THAT NO FABRIC IS VISIBLE. LO 18. WHERE POSSIBLE PRESERVE EXISTING LANDSCAPE PLANTS. IF PLANTS ARE DAMAGED y�6 0 N N 00L, OR IF CONTRACTOR IS UNABLE TO PRESERVE, REPLACE WITH NEW MATCHING PLANT n+.P- MATERIAL. IZ Q;J-U7 TREE PLANTING NOTES: D TREE DETAIL SCALE: NOT TO SCALE 1. LAUAVAlt rLANIINU HULtS WITH SLOPING SIDES. DO NOT DISTURB SOIL AT BOTTOM OF PLANTING HOLES, BUT DO SCORE THE SIDES OF THE PLANTING HOLE. MAKE EXCAVATIONS AT LEAST THREE TIMES AS WIDE AS THE ROOT BALL DIAMETER. 2. TREES SHALL BE PLANTED WITH THE TOP MOST ROOT IN THE ROOT BALL 3" TO 5" HIGHER THAN THE FINISHED LANDSCAPE GRADE. THIS INCLUDES TREES THAT ARE SET ON SLOPES. SET ROOT BALL ON UNDISTURBED SOIL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE ROOT BALL WITH SOIL. 3. CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF REMAINDER OF BASKET AFTER TREE IS SET IN HOLE, REMOVE BASKET COMPLETELY. REMOVE ALL NYLON TIES, TWINE, ROPE AND BURLAP AS POSSIBLE. REMOVE UNNECESSARY PACKING MATERIAL. 5. FORM SOIL INTO A 3" TO 5" TALL WATERING RING (SAUCER) AROUND PLANTING AREA. APPLY MULCH INSIDE WATERING RING. 6. STAKING AND GUYING MUST BE REMOVED WITHIN 1 YEAR OR LESS OF PLANTING DATE. 7. TREE WRAP IS NOT TO BE USED ON ANY NEW PLANTINGS, EXCEPT iN LATE FALL PLANTING SITUATIONS, AND ONLY THEN AFTER CONSULTATION WITH THE LANDSCAPE ARCHITECT. w 0 Q� �m 0 V� C1 z 0 v� w n± 0 z a r co ap U� 4} �= O a t a a a U00M`O O E -Co' 30;° fl a � vob o�>rn- 30:8 � fl �, 0 `r e0) Ln M y O C; U C> C> a � � o J � 06 Ut,z 000 LO y�6 0 N N 00L, n+.P- IZ Q;J-U7 I� 0 W J 0 0 _ W m G¢] M WW ix a, � X CL LLI O} Project Na: A227 Sheet Scale: 1 "-20' Designed By: GMC Drawn By: GMC Date: AUGUST, 2006 Disk File: A227 -P_06 -Land LANDSCAPE PLAN 5 of 7 0. 0. 0. 0. _ -- - � ---- -University B/vd. - - - - - - -- -- - - - - - / / ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 11 ❑ ❑ ❑ ❑ ❑ El 0 0 0 130 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 / ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Cl ❑ ❑ ❑ ❑ ❑ ❑ 0 0 / 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 / ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 -------/--- --- - --- - . - , - - - . - - . . - . . - - . . - _ . . 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( ❑dv / 0. 0.0 0.0 0 X2.3 1.9 22 1.1 L2 17 2.1 2.8 2.7 2.1 0 D.4 / 02 0.1 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 ' 0.0 (f.0 / 0.0 w ° ° ° ° ° ° ° ° ° ° ° ° ° ° ❑ ° ❑ 0 Pavate Access Dave ❑ 0 ❑ 0 0 ° (0 / / 0.0 0.0 0.0 0.7 L5 1.5 0.9 0.7 0.8 1.0 1.5 1.9 1.9 1.4 1.0 0. 0.3 0.1 / 0.1 C.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 .0 / o ❑ ❑ ❑ 0 ❑ ❑ ❑ L7 _ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ / ❑ _ / I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° ( ° 0.0 0.0 0.0 0.2 0.5 0. 0.8 0.4 0.41 G.3 0.4 C0.6 0.5 0.5 0.6 0.4 0- 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 / 0. 0.0 ( 0.0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ jam/ / J // 0 0.0 0.0 0.0 0.1 .2 0. 0.4 O.:S D.1 C.1 0.2 0.2 0.2 0.2 .2 0. �� 0.1 0.1 0.1 0 0.0 0-0 O.D 0.0 .0 ❑ 0 ❑ 0.0 0.0 0.0 0.0 .0 0 / ❑ ❑ ❑ ❑ /w ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ c - ❑ ❑ p / ❑ A / 0 0.0 0.0 .0 0.1 0.1 / 0.1 0_ 0.1 IN 0.1 0.1 U. 0.1 0.0 0.0 0.0 0.0 .0 0.0 0.0 _ - C.0 0.0 0 0 0 0 ELEVATION N 0 10 20 SCA POLE TOP FITTING; LIGHT FIXTURE AS SCHEDULED -STEEL POLE PAINTED BRONZE -STEEL BASE PLATE, 1/2" THICK, WELD TO COLUMN. - LINE OF GRADE OR PAVING oSTEEL BASE PLATE, 1/2" THICK, WELD TO COLUMN. PLAN ANCHOR BOLTS, 4 REQ'D. STEEL POLE PAINTED BRONZE STEEL BASE PLATE, 1/2" THICK, WELD TO COLUMN. ANCHOR BOLTS, 4 REQ'D. I N LINE OF GRADE OR PAVING ./ 0.0 0.0 / 0.0 / - ELECTRICAL FEED TO / ❑ ❑ ° ° ° ° ❑ ❑ ° � ° ° q ❑ 13LIGHT POLE, REFER TO ❑ ❑ 0 p ❑ 0 ❑ _ / / I PANEL SCHEDULE FOR 0 ❑ ❑ ❑ ❑ / ❑ / �- 1 . SIZE OF CONDUIT AND 0 0.0 0.0 0.0 0.0 0.0G G.0 0.0 ' DA 0. 0.1 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 .0 0.0 D.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 / I I � D CONDUCTORS / ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ E3 ❑ ❑ FORM ABOVE GRADE. 13E ° - ° ° ° 24" DIAMETER CONCRETE ° CI ° ❑ 0 ❑ ❑ 0 / ( I FOUNDATION. SONATUBE 0 0.0 0.0 0.0 0.0 0' 0.0 0.0 0.0 0.0 0.0 O. 0.0 0.0 0.0 0.0 G.O =._ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I I (REMOVE FORM AFTER CONCRETE REINFORCE WITH 4-#4 BARS AND #3S TIES SET.) I I AT 12" ON CENTER. Luminaire Schedule Project: All Projects Symbol Qty Label '.-angement Lumens LLF Description 6 A = VGLE 36000 0.750 WLS-FVM-3-400-MHR-FG 22.5' POLE 2.5' BASE Statistical Area Summary F038 Label .9 2. Min 3.2 Maz/Min .9 ❑ 3. 4.0 ❑ 3.6 19.40 15 T. ❑❑ 2. 2.0 .0 0 ° ° ° ° 0 0 ❑ 1/ 04 o.3� 0.1 0.1 0.0 0.0 0.0 0.0 0.0 O . 0.0 � 1 j /13 ❑ ❑ 0 11 EI ( I 2.1 1.20.5 0.2 0.1 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.01 0.2 0.5�0 2.7 3.7 3.7 2.2 2.5 2.4 3.3 2.3 2.4 2.0 2.0 2.3 / 23 1.9 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 .0 ( 0.0 ( 1 ( 1 / 0.1 0.3 0.7 / 1.8 3.2 2.2 1.8 :ail 1 1 3.4 0 1.� 0 10 1.4 1.0 .9 10 2 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0/ 0.0 o 0 0 0 ; ( ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0E3 11 11❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑/ 0.1 0.2 0. 1.6 3.2 2.1 1. 0.9 0.6 0.5 0,5 0.3 0.5 0.6 1. ❑ 3.6 26 2.4 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 1 6.0 0.0/ \\0.0 0.0 0.0 , (El 0 _ 0.0 0.2 0.6 / 1.2 .9 3.2 16 .4 1. 1.9 2.2 1.3 0.7 0.2 0.1 0.0 0.0 ( 0 ❑ ❑ Cl ❑ ❑ ❑ 0 ° / V 0.0 0.1 0.4 / 1.8 2.3 2.5 2.6 0. / ❑ ❑ 0.1 0.5 .1 .5 1.1 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 / 0. 0.0 _ l 0.0 AR / ❑ ❑ ❑ / ❑ ❑ ❑ Cl ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° `o ❑ ° 0.1 0.1 3 1 ? 2.7 .9 P.7 / 0.0 0.3 0.6 0.9 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0/ �p ( 0.0 )/ / LOW WATTAGE SECURITY x`11 / LIGHTS OVER DELIVERY DOOR AND WATER HEATER 0 0 0 /0 ❑ ❑ ROOM DOOR. / PHOTOMETRICS NOT SHOWN - / ❑ ❑ ❑ ❑ ❑ ❑ p p N,(// / 0.0 0.2 0El❑0. ° .4 1.6 1 2.9 2.2 1. OFO 0. 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0 3/ 0.4 0.3 ( J� /- - 0.0 0.2 OJ / 7 2.1 2.9 1.6 0.4 0.6 0.0 // 3.1 0, 0.1 0.1 0.' 0.1 0.0 0.0 0.0 0.0 0.0 0.0.0 \ 0.0 / - _J ❑ ❑ ❑ ❑ ❑ ❑ ❑ p .0 0.1 0.3 3.3 1. 1.0 1., 1.4 1.4 1.7 0.0 / 0.0 / 0.0 0.9 C._ 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 / 0.0 0.0 / / EI❑ ❑ ) 13❑ ❑ , / ❑/ ❑ p ❑ 13 Cl/ ❑ ❑ ❑ ❑ ❑ �� r% / / 0.0 0.1 0.4 1.2 2. 2.7 7.9 ,0 1. 1.7 1.8 3. 4.0 1.8 1. 0.7 .3 01 O.0 CA 0.0 0.0 0.0 0.0 0.0 0.0 00 .0 0.0 ( 9 . 0.0 / a11 1 .6 1. ( ❑dv / 0. 0.0 0.0 0 X2.3 1.9 22 1.1 L2 17 2.1 2.8 2.7 2.1 0 D.4 / 02 0.1 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 ' 0.0 (f.0 / 0.0 w ° ° ° ° ° ° ° ° ° ° ° ° ° ° ❑ ° ❑ 0 Pavate Access Dave ❑ 0 ❑ 0 0 ° (0 / / 0.0 0.0 0.0 0.7 L5 1.5 0.9 0.7 0.8 1.0 1.5 1.9 1.9 1.4 1.0 0. 0.3 0.1 / 0.1 C.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 .0 / o ❑ ❑ ❑ 0 ❑ ❑ ❑ L7 _ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ / ❑ _ / I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° ( ° 0.0 0.0 0.0 0.2 0.5 0. 0.8 0.4 0.41 G.3 0.4 C0.6 0.5 0.5 0.6 0.4 0- 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 / 0. 0.0 ( 0.0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ jam/ / J // 0 0.0 0.0 0.0 0.1 .2 0. 0.4 O.:S D.1 C.1 0.2 0.2 0.2 0.2 .2 0. �� 0.1 0.1 0.1 0 0.0 0-0 O.D 0.0 .0 ❑ 0 ❑ 0.0 0.0 0.0 0.0 .0 0 / ❑ ❑ ❑ ❑ /w ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ c - ❑ ❑ p / ❑ A / 0 0.0 0.0 .0 0.1 0.1 / 0.1 0_ 0.1 IN 0.1 0.1 U. 0.1 0.0 0.0 0.0 0.0 .0 0.0 0.0 _ - C.0 0.0 0 0 0 0 ELEVATION N 0 10 20 SCA POLE TOP FITTING; LIGHT FIXTURE AS SCHEDULED -STEEL POLE PAINTED BRONZE -STEEL BASE PLATE, 1/2" THICK, WELD TO COLUMN. - LINE OF GRADE OR PAVING oSTEEL BASE PLATE, 1/2" THICK, WELD TO COLUMN. PLAN ANCHOR BOLTS, 4 REQ'D. STEEL POLE PAINTED BRONZE STEEL BASE PLATE, 1/2" THICK, WELD TO COLUMN. ANCHOR BOLTS, 4 REQ'D. I N LINE OF GRADE OR PAVING ./ 0.0 0.0 / 0.0 / - ELECTRICAL FEED TO / ❑ ❑ ° ° ° ° ❑ ❑ ° � ° ° q ❑ 13LIGHT POLE, REFER TO ❑ ❑ 0 p ❑ 0 ❑ _ / / I PANEL SCHEDULE FOR 0 ❑ ❑ ❑ ❑ / ❑ / �- 1 . SIZE OF CONDUIT AND 0 0.0 0.0 0.0 0.0 0.0G G.0 0.0 ' DA 0. 0.1 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 .0 0.0 D.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 / I I � D CONDUCTORS / ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ E3 ❑ ❑ FORM ABOVE GRADE. 13E ° - ° ° ° 24" DIAMETER CONCRETE ° CI ° ❑ 0 ❑ ❑ 0 / ( I FOUNDATION. SONATUBE 0 0.0 0.0 0.0 0.0 0' 0.0 0.0 0.0 0.0 0.0 O. 0.0 0.0 0.0 0.0 G.O =._ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I I (REMOVE FORM AFTER CONCRETE REINFORCE WITH 4-#4 BARS AND #3S TIES SET.) I I AT 12" ON CENTER. Luminaire Schedule Project: All Projects Symbol Qty Label '.-angement Lumens LLF Description 6 A = VGLE 36000 0.750 WLS-FVM-3-400-MHR-FG 22.5' POLE 2.5' BASE Statistical Area Summary Project: All Projects Label Avg Max Min Avg/Min Maz/Min Parking 1.94 4.0 0.1 19.40 4G.GG 24"4 3/4" X 8' DRIVEN GROUND ROD WITH #8 CU. GROUND POLE FOUNDATION PARKING 10T_ LIGHTS NOT TO SCALE 0 PC W cr W m m W X W EL- Cr 0. Q Q M 0 U a � 3 00 Y g c0 Q_ C, M J : N M 0 } J O L N 070 - �^ W a c 00;_ p� U O -^ Df<�W<, ----- 1"=20' Designed By: LLP Drawn By: CEF Date: JUNE, 2006 Disk File: A227_P-06-Lite LIGHTING PIAN 6 of 7 1 2 25 NORTH ELEVATION SCALE: 3/16" = 1'-O" 1 2 SOUTH ELEVATION SCALE: 3/16" = 1'-0" (NEST ELEVATION SCALE: 3/16" = 1'-0" 20 22 7 Lb --9 — — I' co 4 I Co 0 1 N I«1 A LL) a Z a2 NOTES 1. GALVANIZED METAL CAP, FACTORY FINISH. m 2. STUCCO CROWN FEATURE ON FOAM FORM. 3, FOR CONTINUATION OF DOWNSPOUT, REFER TO SITE PLANS. 4. AWNING AND FRAME. 5. GLASS AND ALUMINUM STOREFRONT FRAMING, Q DARK BRONZE FINISH, CLEAR INSULATING V GLASS. W Lam— o� W0, a C 6. ACCENT BRICK, FACE BRICK #2, RUNNING 00- 6 U Q M + r, BOND. 7. EXTERIOR LIGHTS. 8. GALVANIZED METAL LEADER HEAD AND 6"x 6" DOWNSPOUT, PAINT FINISH. SECURE DOWNSPOUT TO WALL WITH A MINIMUM OF 3 BRACKETS, 9. FACE BRICK #1. 10. STUCCO FINISH ON COLUMN. 11. SIGN BY OTHERS. 12. FINISH FLOOR LINE. 13. DOOR AND FRAME, PAINT FINISH. 14, LINE OF ROOF SHOWN DASHED. Z 15. LEADER HEAD AND OPENINGS THROUGH o PARAPET WALL. Fn 16. CONTROL JOINT IN CROWN FEATURE. w 17. GLASS AND ALUMINUM STOREFRONT FRAMING, (if BRONZE ANODIZED FINISH, CLEAR INSULATING GLASS WITH BRONZE MULLIONS BETWEEN PANES. 18. MANUFACTURED STONE. 6 19. METAL STANDING SEAM ROOFING. 20. CONTROL JOINT IN BRICK. 21, ADDRESS NUMBERS. 6" HIGH x 1/8" THICK BLACK NUMERALS. CLARENDON, CLARENDON MEDIUM OR CRAW CLARENDON LETTER STYLE. 22, BUILDING NEON BY OTHERS. FINAL CONNECTION BY ELECTRICAL CONTRACTOR. 23. DOOR AND FRAME, DARK BRONZE ANODIZED 24. METAL DOOR AND FRAME PAINT FINISH 25, ROWLOCK SILL, FACE BRICK #2. 26. DOME LIGHTS. 27. 200 FASCIA. PAINT FINISH. 28. GALVANIZED OVERFLOW SCUPPER, 8" WIDE x APPROX. 10" HIGH. FLOW LINE TO BE 2" ABOVE LOW POINT OF ROOF. AWNING PATTERN #CP -2700 C'AA m L TREAT EDGE WITH BINDING MATERIAL (RUST COLOR CP -2709) COLORS ARE "COASTLINE PLUS" COLOR KEY •C a o 0 �� EO �, o ai a00 E ,� 3�� a'� � oV iO a cV _ rn o Ca uUiUrLL p D a0 s W D m in M�/ }- 2 1 W X W ' 2 — l 8 Lu 1 2 (Lm 22 r to 10 7 W s 22 20 24 g 24 14 �'�j 13 — 21 4 9 Project No. A227 Sheet Scale: 1717 Designed By: LLP Drawn By: 5 TMR 5 Date: JUNE, 2006 Disk File: A227 -P_.07 -Elea 6 g 6 g 6 EAST ELEVATION SCALE: 3/16" = 1'-C BUILDING .. ELEVATIONS 1:L 7 0F 7 Q C.7 0 c) ULLJZ Q 4���q' L � V W Lam— o� W0, a C 00- 6 U Q M + r, D a0 s W D m in M�/ }- 2 1 W X W ' 2 — l 8 Lu 1 2 (Lm 22 r to 10 7 W s 22 20 24 g 24 14 �'�j 13 — 21 4 9 Project No. A227 Sheet Scale: 1717 Designed By: LLP Drawn By: 5 TMR 5 Date: JUNE, 2006 Disk File: A227 -P_.07 -Elea 6 g 6 g 6 EAST ELEVATION SCALE: 3/16" = 1'-C BUILDING .. ELEVATIONS 1:L 7 0F 7