Loading...
HomeMy WebLinkAboutB04-0252 Plans General and Civil Half size (do not delete until compared to full size)r LEC:zENC) I GTENERAL NOTE5 MATERIAL WATC44ES IN SECTION W000 TRIM EXTERIOR THE C<X4TRACTOR SHALL REPORT ANY DISCREPANCIES CONTAINED WITHIN THE CONSTRI)OTION DOCUMENTS lt�IMEOIATELY TO THE ARl FILL MATIL ��MBLY ASSEMBLY = flml 00 NOT SCALE DRAWINGS ANY DISCREPANCIES IN DIMENSIONS 844ALL BE POINTED OUT TO THE ARCHITECT AND RESOLVED PRIOR TO C4MMENCEMENT STANDING EARTH GRAVEL ASSEMBLY CEMENT TILE OF Ll CON CRETE L�JE D UE FMAK AOA5 CODE ANALYSIS FLR MAN - LEVEL 160 DIMENSIONS AIRE TO FACE OF STUO, FACE Or CONCRETE, OR CENTERLINE OF GRID Ul NOTED OTREl BUILDING a ENLARGED WALL e ECTIONS mot RISER A0,5A CODE ANALYSIS FLR PLAN - LEVEL 110 A3.13 ALL AW-LES OTHER THAN W DEGREES ON PLANS ARE 45 DEGREES UNLESS Acz)UsTic CEILING TILE MECHANICAL NOTES 4 I-El MECHANICAL L C CMU M R NOTED OTWEll MCK = so ELEVATOR SECTI" ELEVATOR SECTIONS RESILIENT BASE ALL WAl RELATED TO THE FOUNDATION OF II-E MUILDNG SHALL ISE CONNECTED TO THE FOUNDATION DRANAGE $YSMI, UNLESS INDICATED OTWERASE. STONE FACE BRICK FIRE BRICK STAIR M PLANS 4 SECTIONS COW_ THE CONTRACTOR 8WALL PROVIDE ALL NECE86ARY ELECTRICAL, pLuml FIRE PROTECTION AND MECHANICAL ITEM TO MET APPLICABLE CODES AND LOCAL GOVESNIN5. AUTWOOTIEVIRECUIRl COORDINATE ALI. Aa`15 CODE ANALY615 FLR PLAN - LEVEL ISO STONE VENEER STAIR SECTION - 103 4 200 M12a ' L D t�IC -, CAMES, DUCTO, ETC, TO PIT �", PIPM L 8, .= METAL A3J8 STAIR SECTION - 224 4 4S2 M 12117 MEOW PLAN 51-DIS 5-LEVEL l4e PROVIDE ALL Nl MLOCKM IN STUD WALL$ AND CIEll LOCATIONS INCLAIDE, BUT ARE NOT LIMITED TO, TOILET ACCE880l CEILM, AND WALL-MOLiNTED ELECTRICAL FIXTURES, SHELVES, CLOSET PODS, 43JS RON, STEEL Mll ML3b MEC-44 PLAN BLDG A-LEVEL 160 A0.5A CODE ANALYSIS FLR PLAN - LEVEL 210 CASIl BUILT-M, DRAPERY ROM COLINTERT011 AND FALSE SEAM, WOOD MIAa MEC-4 PLAN M1.0 15-LEVEL I&v AA��e C ANALYSIS FLR PLAN - LEVEL 210 A321 PROVIDE 2-6 STUD WALLS AT ALL POCKET DOORS, PLUMMIN3 WALLO, AND AS SPECIFIED BY 6TI44TUPAL OR ARC44ITECTURAL DRAWIN36. COORDINATE WITH INTERIOR DES*NER FOR ALL 44TEMOR FIXED Fill Ml FINI ROUGH MLOCKjw. PLYU000 PLYl 06,15 INCLUDING VLOORING, MILLWORK, TRIM, WALL TEXTURE, COLOR, AND CEILIM, INSULATION AOJ05 CODE ANALY616 FLR PLAN - LEVEL 220 FILMS PLAN Bl A-LEVEL 1,45 E ='ARD FINISHES NOT INDICATED IN TWEsE DOCUMENTS. DENOTES 0 - REFER TO $044EDULES IN THE DETAIL MANUAL FOR TIO lil 11, A0JI4 CODE ARALY$15 FLR PLAN - LEVEL 230 5 RIGID l MEOW PLAN BLDG B-LEVEL W SE MISC FF M ka MEOW PLAN BLDG A-LEVEL ISO INSIDa DIAMETER DENOTE$ WINDOIS AND EXTERIOR DOOR5- REFER To SO;�El IN THE DETAIL MANUAL FOR WINDOW/1-OUVER INFORMATIl : BUILDING A CEILING MAN - �.EVIEL 131'-6 ACOUSTICAL TILE CAl 4 PAD DRAINAGE MAT A4jb A42a I I COMPONENTS MAKING UP ASSEMBLY TYPES. TAIL ETS ��q MATERIAL WATCHES IN ELEVATION AND/OR PLAN i C4-460 F T", ,.. 77 L2�� ME& ' OR PLASTER SHAKES OR W000 TRIM EXTERIOR SHINGLES WALL ��MBLY ASSEMBLY = flml C0Rf;IJGATED METAL STANDING l SWINGLE$ OR GEAM METAL ASSEMBLY CEMENT TILE MECH ELEC MM5 EQJIPMENT SCHEDULE& REFER TO CAVIL, LANDSCAPE, STFUaTl MECkAl ELECTRICAL AND PLUMBING/ FIRE PROqECTION DRAAWS FOR ADDITIONAL INFON"ATION AND CO�INATION OF WORK- REFER TO INTERIOR DOCUMENTS FOR ROOM Fill KITCHEN, BATH, BAR AND ALL OTHER C'Ai FIXTUF;S, AND ACCl TYPES, LOCATICNe, 61=6, DIMENSIONS AND DVAL6� DETAILS SHOWN AIRE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING RECIARED FOR THE WORK. CONDITIONS NOT Covel Sy SPECIFIC DETAIL$ ARE SIMILAR IN C44AP-ACIM To THOSE DETAILED. MANUFACTUil RAP*Pl TRADEMARl LOGO$ OR OTHER ASIOLE IDENTIPICATION $WALL NOT BE VISIBLE IN Fil CORSTRA-TION, ALL PIPING, l CONDUTS, ETC, T14AT PENETpATE RATED WALL AND FLOOR SYSTEMS $WALL 15E INSTALLED IN A MANNER T14AT WILL PRESERVE THE INTEW.RITY OF T14E WALL AND FLOOR SYSTEMS AND SHALL PREvel THE PASSAGE OF SMOKE AND FLAME& ALL INDEF43ROUND SERVICE CONDUIT 844ALL BE eEALED MR ARCTICLE 23OZ ALL RECEPTACLES N CCMil KJTC44ENS $WALL BE GFC1 PROTECTED PER AF;l 2100b).Al CONDUIT PASSING TWRMGW l CSILING6 OR FLOOR& OF COMER Al FREEZER UNITS SHALL Ell SEALED PER TO DETAIL SA03 FOR SPRAY.CN tPMAI asfi:� _,., DATUM = Ill = 5160'-0" FT ABOVE 5EA LEVEL Ni FLOOR FLAN I ALI SCALE, 1/4' V.V Vg Tr CVOI�%,EICN It VRAWft,*TAv. DIN STAR LEADER T _kj_2 �w 4 PITCH INDICATION ARROW ALWAYS NORTH SPOT INDICATES DOWNSLOPE UNO ARROW ELEVATION (X) ROOM DOOR TAI. A(� 0 ROOM NAME AND NUMEMR WINDOW TAG, FL aAF 9 LOUVER TAG 41- <8>_ EXTERIOR INTERIOR WALL ��MBLY ASSEMBLY HOSE 51135 PLOORR D EM 9 FLOOR ROC�_ ASSEMBLY ASSEMBLY A MECH ELEC MM5 EQJIPMENT SCHEDULE& A0AA CODE ANALYSIS FLR MAN - LEVEL 160 A3.11 REVISION TAS FMAK 9 & FLUE VENT DOWNSPOUT A?l.Oa 10 4D HOSE 51135 PLOORR D EM 9 MEP03 MFF`0A HOT,COLD HOSE 15155 A0315 CODE ANALY515 IF -LR PLAN - LEVEL 14S A3.10 A Y-QLLM A01 PROJECT GENERAL INFOSSIATION SHEET A0-?A CODE ANALYSIS l PLAN LEVEL 13T-6" A3.o& BUILDING A ENLARGED WALL SECT:CO�Z A3.01 SUILIDING, A ENLARGED WALL SECT 5 I MEC44 El PLMS EQUIPMENT SCWEDULES A02B CODE ANALYSIS FLR PLAN LEVEL A?l.Oa BUILDING A ENLARGED WALL SECT' MC44 ELEC MMB EQUIPMENT SCHEDULE$ AO.3A CODE ANALYSIS rLR PLAN - LEVEL 144e� A305 �Ol BUILDING A ENLARGED Ll SECT IONS, MEP03 MFF`0A tlECH El Mll EQUIPMENT SC14EDULES A0315 CODE ANALY515 IF -LR PLAN - LEVEL 14S A3.10 NOT USED MECH ELEC MM5 EQJIPMENT SCHEDULE& A0AA CODE ANALYSIS FLR MAN - LEVEL 160 A3.11 BUILDING 15 El WALL 5F CTIONS MEPOB MC44 ELMO PLMB EQUIPMENT 6CHEDULE6 AOA5 CODE ANALYSIS FLR MAN - LEVEL 160 A3.12 BUILDING a ENLARGED WALL e ECTIONS mot RISER A0,5A CODE ANALYSIS FLR PLAN - LEVEL 110 A3.13 BUILDING 5 ENLARGED WALL �JIECTICNIS Acz)UsTic CEILING TILE MECHANICAL NOTES 4 I-El MECHANICAL AO- CODE ANALYSIS FLR PLAN - LEVEL 110 A3.14 BUIll E� ENI-All WALL 6ECTIONil WORIZ SCHEDULE A0kA COVE ANALYSIS FLR MAN - LEVEL 180 AO�65 CODE ANALYSIS rLR MAN - LEVEL IM A3.15 A3,15a ELEVATOR SECTI" ELEVATOR SECTIONS RESILIENT BASE MEOW PLAN BLDG A-LEVEL A01A CODE ANALYSIS FLR PLAN - LEVEL Iso AW& STAIR M PLANS 4 SECTIONS COW_ MECH PLAN 15LDG 13-LEVEL Aa`15 CODE ANALY615 FLR PLAN - LEVEL ISO A?lJI STAIR SECTION - 103 4 200 M12a MC44 PLAN 13l A-LEVEL 146 AO." CODE ANALYSIS FLR PLAN - LEVEL 200 A3J8 STAIR SECTION - 224 4 4S2 M 12117 MEOW PLAN 51-DIS 5-LEVEL l4e AD.S15 CODE ANALY515 FLR PLAN - LEVEL 200 43JS STAIR 8ECTION6 -S 4 Mll ML3b MEC-44 PLAN BLDG A-LEVEL 160 A0.5A CODE ANALYSIS FLR PLAN - LEVEL 210 A3.20 STAIR SECTION$ -815 4 -035 % SUITE STAIRS MIAa MEC-4 PLAN M1.0 15-LEVEL I&v AA��e C ANALYSIS FLR PLAN - LEVEL 210 A321 EXTERIOR STAIRS 4 ELMVAT CN5 SECTIONS Ml MECH PLAN MLD& A-LEVEL 110 MIECH AOJOA WOE ANALYSIS FLIR PLAN - LEVEL 220 A322 EXTERIOR RAMP STAJft FMC MAN 151-DIG E-1 110 AOJ05 CODE ANALY616 FLR PLAN - LEVEL 220 FILMS PLAN Bl A-LEVEL 1,45 S MLSa MEOW I-LAN EILDG, A-LEVEL Lao A0JI4 CODE ARALY$15 FLR PLAN - LEVEL 230 TO TEL TOP OF CURB l MEOW PLAN BLDG B-LEVEL W AOMB CODE ANALYSIS l PLAN - LEVEL 230 C�ORRUGATED CARPET FF M ka MEOW PLAN BLDG A-LEVEL ISO INSIDa DIAMETER A4.1s BUILDING A CEILING MAN - �.EVIEL 131'-6 M!- l MEOW PLAN Bill 5-LEVEL ISO MEOW PLAN 51-0 A-LEVEL 200 Cl EXISTING CONDITIOl PLAN A4jb A42a BUILDING a CEILING PLAN - I-EVEL 131'.6' BUILDING A CEILING, PLAN - I EVEL 148 M1,1b MECH PLAN BLDG El 200 C2 EXISTING O�NDITIONS PLAN C3 EXISTING UTILITIES PLAN A42b BUILDING 5 CEILING PLAN - I -MVEL 149 Mll MC44 PLAN 5l A-LEVEL 210 MC44 PLAN BLDG El 210 C4 DEMOLITION PLAN A4_5a A43b But. NsACELNGPLAN-1 �EVEL " M:LD:NG a CEILING, PLAN - �_EVEL 160 MM& MEOW PLAN SLl A-LEVEL 220 C5 UTILITY RELOCATION PLAN A44d BUILDING A CEILING MAN - LEVEL 110 l MEOW FILM BLOG El 220 l MEC44 PLAN Bill El Or, SITE PLAN CI C"T STAGING, EROSION CONTROL PLANS A DTLs A4Ab A415a BUILDING 5 CEILING PLAN LEVEL 110 BUILDING A CEILING PLAN - LEVEL W MIjIa 230 MEC44 PLAN BLDG A-ROOF Ca GRADING, 4 DRAINAGE I-LAN A4156 BUILDING 5 CEILING Pl LEVEL l Mlilb MEC44 PLAN BLDG Ell CS, Gl 4 DRAINAGE PLAN 010 STORM DRAINAGE PLAN A4ks BUILDING A CEILING PLAN - LEVEL 190 ITZI MECH PLAN HYDRONC_ PIPING- LEVEL l CII STOW DRAINAGE PROFILES A4Ab A4,71a BUILDING 5 CEII-If-r, Pl - LEVEL [w MILl A CEILING l - LEVEL 200 M22 MECH PLAN'HYDRONIC PIPING- LEVEL t4S)14S Ct2 VAIL ROAD PLAN AND PROFILE A4,1b BUILDING, 5 CEIl F`,:AN - LEVEL 200 Mil M2.4 MEOW PLAN WYDRONIC PIPING- LEVEL ;60 MECH PLAN WYDRORIC PIPNG- LEVEL C13 SOUTH FRONTAGE ]WAD PLAN C14 SOUTH FRONTAGE ROAD PLAN AI)Sa BUILDING A CEIL)Nl - LEVEL 20 M25 no IlECH PLAN PYDRONIC PIPING- LEVEL W C5 GARAGE ENTRY A SOUTH FRONTAGE ROAD PROFILE$ A4.Sb A4.%a Bull IS CEIL_r�,r. MAN - LEVEL 210 BUILDING A CE',W. M 4N - LEVEL 220 M2A. MEOW PLAN WYDRCNIc PIPING- LEVEL ISO C16 UTILITY PLAN AI�Sb BUILDING 5 rEiLW. PLAN - LEVEL 220 Ml M218 MEOW PLAN HYDRONIC P Pill LEVEL 200 On UTILITY PIl Cie BUILDING 6MDFAIN MAN A4JOb BUILDING v CEILW. MAN - LEVEL 2W Ms MECH I-LAN HYDRONIC: p:PNG- LEVEL 210 MC I'LAN HYDll PIPIl LEVEL 220 CIS GRADING 4 DFl DETAILS Mal OPP M " O Ill PLAN HYDRONIC PIPING- LEVEL 230 C20 SANITARY SEWER 4 WATER DETAILS Lia 5Ll A FLOOR Fil - LEVEL M MC44 51-De. A EXHAUST LADDER DIAGRAM LANI= tub �BT-6 Ell B FLOOR FINISHES - LEVEL 3T-6' M32 MEC44 EiLDr. A EXHAUST LADDER DIAGRAM LI LAYOUT PLAN It2a 81-06 A FLOOR Fill - LEVEL 144S M33 MECH Bill 5 EXHAUST LADDER DIAGRAM L2 LAYOUT PLAN A� 2*44 BLDG 13 Fl FINISHES - LEVEL 14S M3A tEC-14 BLDG a EXWAJJST LADDER DIAGRAM L3 PLANTING FI-AN JT BLDG A FLOOR FINISHES - LEVEL OZ MECH BLDG A EXHAUST LADDER Dt AGRAM L4 LAYOUT PLAN 1.3b :L46 Bl' 5 FLOOR Fill - LEVEL 160 M MECH BLDG A EXHAUST LADDER DIAGRAM LE LANDSCAPE NOTES DI Mil A FLOOR FINISHES - LEVEL ITO M31 MECW BLDG A EXHAUST LADDER DIAGRAM L6 DETAILS ll BLDG B FLOOR Fil - LEVEL 110 M3�B MECH BLDG B EX14AZT LADDER DIAGRAM L DETAILS 11-54 BLDG A FLOOR FINISHES - LEVEL ISO M2j.4b 5OLLEWCHILLED WATER SC_;_lMMATIc.S I I IRRAGATION PLANS It-% BLDG 5 FLOOR FINISHES - LEVEL ISO FACE OF FINISH LAS, 1 2 fill PLANS Ilba BLDG A FLOOR FINISHES - LEVEL ISO M4.1 GUEST ROOM DETAILS I �� IRR,46ATION DETAILS ll l5l B FLOOR Fll - LEVEL ISO M42 501LER)CHILLER ROOM DETAILS 14 IRRAGATION DETAILS ll BLDG A FLOOR FINISHES - LEVEL 200 M4.3 MISC DETAILS 4 SECTIONS PART IL1b SLOG 5 FLOOR FINISHES - LEVEL 200 M4A MISC DETAILS 4 SECTIONS UNDERWRITEl LAS : fba BLDG A FLOOR FINISHES - LEVEL 210 1 ENLARGED KITCHEN PLAN DETAIL A101a BLDG A FLR PLAN - LEVEL l Ill Ell S FLOOR FINISHES - LEVEL 210 l l ENLARGED KITCHEN PLAN DETAIL A1.01b 51-D- 5 FLR PLAN - LEVEL ll ILsb BLDG A FLOOR FNISHE8 - LEVEL 220 M4Z ENLARGED KITCHEN I-LAIttAul ROOM DETAIL MECHANICAL A02a BLDG A rLR PLA14 - LEVEL 146 IIJOb BLDG B FLOOR FINISHES - LEVEL 220 BLDG 5 FLOOR FINISHES - LEVEL 230 DOtUl SECTIONS A;02b BLDG B FUR PLAN - LEVEL 14S LP LOW PONT M5.1 MECHMICAL DETAILS AL0.5a ELOG A FLR PLAN - LEVEL Ill 12.1 ENLAIl INTERIOR ELEVATIONS M52 MEC44ANICAL DETAILS AL03l BLDG 5 rLR PLA14 - LEVEL 160 122 MINI-All INTERIOR ELEVATION$ l MEC44ANICAL DETAILS A1.044 BLDG A FLR PLAN - LEVEL 110 123 ENLARGED INTERIM ELEVATIONS PE51 SWT A1.04b el 5 FLR PLAN - LEVEL I'lo 12.4 ENl INTERIOR ELEVATIONS l SNOWl SITE PLAN A105a BLDG A l PLAN - LEVEL 180 12_-� ENLAFA�,.Eo INTERIOR ELEVATIONS M0,2 51 DETAILS AIAZA� BLDG B FLR PLAN - LEVEL 100 12b ENLARGED INTERIOR ELEVATIONS SIM SIMILAR A1,06a, ELD- A FLR PLAN - LEVEL W 12.1 ENLARGED INTERIOR ELEVATIONS BASEMENT E At,g*b BLDG M FLR PLAN - LEVEL 1W 12.6 ENLARGED INTERIOR IELEVATICIl ELECTRIC All 51-01, A rLR PLAN - LEVEL 200 12's ENLARGED INTERIOR ELFVATIONS STRUCTURAL INSULATION PANEL VERT SEALER 'VERTICAL A101b SLOG 15 rLR PLAN - LEVEL 200 12JO ENLARGED INTERIOR ELEVATION$ EV-1 ELECTRICAL LEGENDs AbVea BLDG A rLR PLAN - LEVEL 210 12.11 ENLARGED INTERIOR ELEVATION$ E0.2 ELECTRICAL C*AMLINE A1.08b 5LOG 5 FLR PLAN - LEVEL 2o 12.12 ENILARSED INTERIOR ELEVATIONS E03 ELECTRICAL MIT ONELINE A OU 151-1 A rLR PLAN - LEVEL 220 IM ENLARSEo INTERIOR ELEVATIONS EOA OVERALL LOAD 6Ur SCWEDULES A= BLDG B rLR PLAN - LEVEL 220 12.14 ENLARGED INTERIOR ELEVATIONS 150.5 LOAD SUMMARY SWl ALI0b BLDG 5 FLR PLAN - LEVEL 2-so 12.15 ENLAR3ED INTERIOR ELEVATIOl E" LOAD SUMMARY SHEETS Al BLDG A ROOF PLAN 12,16 ENl INTERIOR ELEVATIONS E0.1 LOAD SUMMARY SWEET$ AIJIb BLDG 5 ROOF PLAN 12YI ENLARGED INTERIOR ELEVATIONS E" LOAD SUMMARY SHl AU3 ENCLOSED DECK l 12JS ENLARGED INTERIOR ELEVATION5 ELEC FLEV ELECTRICAL ELEVATION Al22b ENLARGED rl PLANS-BLDG B -LEVEL14S 12,15 ENLARGED INTERIOR ELEVATIONS E020 COM RACEWAY INFRA-STRUCTURE DIAGRAM AL23a ENLARGED rLR PLANS-ISLE** A-LEVEL SOK 1 :1 1 � 1 1 E01I COM GRCKNDIll INFRA-STRUCTURE DIAGRAM Al244 ENLARGED l I -BLDG Wo AIs I LANS ' 5-LEVEL 251 1E) RI EL VA 11 ELEVATOR GND GR A14b ENLARGED Fl PLA1 B-LEVEL r.0 MEZZ MEZZANINE EUa POWER PLAN-SLDG A-LEVEL 135 AIIS& ENLARGED Fl PLANS-BLE)r. El :10 Lill WATER CLOSET Ell POWER PLAN-BILLY, 5-LEVEL 138 Al25b ENLARGED l MAN$-SLDG 15-LEVEL ITO 620a FOUNDATION PLAN E126 POWER PLAN-MILD A-LIEVEL 14 Al25c ENLARGED FLIR MAN$-BLDG El ITO S2Zb FOLINDATION I-LAN EI- POWER PLAN-BLDG M-LEVEL LLS Al2r. ENLARGED rLR PLANS-UPPER LEVEL TCXUER MAN$ 52,1. FLOOR FRAMIW. LEVEL 148 El PC(UER PLANIBLOG A-LEVEL 160 Al2I ENL4F;!GSD FLR l Al28 MINLAll FLR PLANS WIb FLOOR FRAMING. LEVEL We ELSb EL48 POWER PLAN IBLDG B-LEvEL " POWER PLAN-SLD. A-LEVEL 110 AL2S ENLARGED FLR FLA45 52.2a FLOOR FRAMIl LEVEL " ElAb POWER PLAN-5LDG 5-LEVEL 110 Al-10 ENLARl FLR PLANS $21b 6236 FLOOR FRA41W. LEVEL *0 ELSd POWER MAN-BLDG A-LEVEL W A131 ENLARGED rLR PLANS 623b FLOOR FRAMING LEVEL no FLOOR FRAMIW. LEVEL no EL5b POWER PLAN-15LOG 5-LEVEL ISO Al.'�2 ENLARGED FLR PLANS S2Aa FLOOR FRAMING LEVEL ISO Mika POWER PLAN-5LDG, A-LEVEL So A1.33 ENLARGED FLR MAN5 02AI� FLOOR FRAMING LEVEL 100 0_6b POWER PLAN-131_1> B-LEVEL IW A1.34 ENLARGED FLR PLANS 6254 FLOOR FRAMING LEVEL W EI.1a PCIVER PLAN-BLDG A-LEVEL 200 Al ENLARGED FLR PLA46 62 Bb FLOOR MAIMING LEVEL W ELIb POWER MAN-5l 15-LEVEL 200 2 A 36 ENLARGED PLR PLANS $2.66 FLOOR IFFAMING LEVEL 200 ELS8 POWER PLAN-151-0 A-I-EvEL 20 ENLARr 1 MD FLR PLANS 62 /-b FLOOR FRAMING, LEVEL 200 EISb POWER PLAN-1511-1 El 210 AU�$ ENLARGED rLR PLAN& $2�la FLOOR FRAMING LEVEL 210 ELSA POWER PLAN-51-Dr. A-LEVEL 220 A13S ENLARGED Fl PLANS 621b FLOOR FRAMING, LEVEL 210 Mel POWER PLAN-BLIDG, B-LEVEL 220 AlAo ENLARGED FLR PLANS 620a FLOOR FRAMING LEVEL 220 EUl POWER PLAN-Sl A-LEvEL 230 ATAI ENLAsl FLR PLANS 822b FLOOR FRAMING LEVEL 220 ELob POWER PLAN-Ell Ell 230 AIA2 ENLARGED FLR PLANS A,43 ENLARGED FLR PLANS 62.% 62 Ill Fp-Q11W3 EUIa El POUIER PLAN-SLDG A-ROOF POWER PLAN-Ell B-RCOF AIA4 MLAFl FLR l 52,10b FLOOR FRAMING, Yll YARD$ AlAr, ENLARSED FLR PLANS ROOF FRAMING E2.0A LIGHTING FIXTURE SC4-1ECULE AIA6 ENLAAGEO rLR PLANS 631A�l GENERAL NOTES 4 SECTIONS E20S LIGHTING Pll SC44EDULE AIAT ENI-All rLR PLANS 63.1 FOUNDATIONSECTION6 E2o LIGHTING NXTUll sCI.IEDLLE ALAS ENLARGED FLR PLANS A:A5 ENLARl FLR I-LAN$ $32 FO!.INDATION SECTIONS E2.14 LIGHTING, PLAN-51-Dr- A-LEVEL L-ta A.50 ENLARGED SKYLIGHT PLANS 6�13 FOUNDATION SECTIONS EIrb LIGHTING PLAN-51-C". 15-LEVEL laa AL-51 ENLARGED FLR PLANS $4.1 SECTIOl A[S2 ENLARGED FLR PLANS "l SECTIONS A2,01 BLDG A EXTERIOR El - NORTH 4 SOUT14 55.2 6SO_ SECT:CN5 E2.2a E22b LIGHTING PLAN-Ml A-LEvEL Ae LIGHTING PLAN-BLDG B-LFVEL 145 A2.02 5Ll A EXTERIOR ELEV - EA5T 4 WEST s(.j SECT CNS SECTIONS E23a LIGWT:NG5 PLAN-BLDG A-LEVEL A2,M BLDG 5 EXTERIOR ELEV - NORTH 4 6OU714 662 SECTIONS E2.3b LIGHTW. PLAN-Bl B-LEVEL V.0 A204 BLDG 5 EXTERIOR ELMV - EAST4 WEST SI'l SECTIONS E2_ LIGI-ITINS PLAN-ENLAl BALLROOM PLAN-Ell S, A205 PARTIAL BUILDING B EXTERIOR MLEv 812 SECTIONS E2,4a LIGHTING, PLAN-151-Ct' . A-LEVEL 110 A206 PARTIAL BUILDING A EXTERIOR ELEV $1.3 SECTIONS E2.4b Lir.WTIW. PLAN-BLDG El 110 A201 PORTE C-OC14ERE ELEVATIONS E2_5a LIGHTING, PLAx-al A-LEVEL ISO A2,06 PARTIAL BUILDING EXTERIOR ELIEV W.16 X-15RACM5 E225b LIGHT2 PLAN:BLDC. B-LEVEL IW A.101 BUILDING, A BUILDING SECTIONS ",Ib W.24 X-15RACES E2ka E2Ab LIGHT W, I-LAN 131-Dr. A-LEVEL Iw LIGHTING PLAN-BLDG B-LEVEL W A3,02 BUILDING A BUILDING SECTIONS 58,21b X-el x-Eil MIA LIGHTING PLAN-15LDG A-LEVEL 2oo A3021 BUILDING 5 BUILDING SECTIONS ftle X-15RACE6 E21b LIGHTING PI-AN-15I.Dr, 5-LEVEL 200 A%04 BUILDING B BUILDING SECTIONS ft1b X-BRACES E22a LIGHTING MAN-5LDG A-LEVEL 210 A3.05 BUILDING IS BUILDING SECTIONS SWb X-BRACES E2,Sb LlGWT:Nr- PLAN-13l B-LEVEL 20 S`5_'3 SCHEDULES 152�ja LIGHT W, PLAN-BLDG A-LFVEL 220 Al- ARcmITEcIll CONCRETE CMU FOOD SERVIC l BANQUET KITC+04 EQUIPMENT PLAN E-4-24 COMPANY &ATCH DETAILS F6L2 BANQUET KJTCWEN BLDG CONDITIONS PLAN E5_25 DIT'll PAIML soLevull l BANQUET KITCHEN PLUMBING, MAN E526 RESTURAl DIMMING 4 F BANCIUST WJTCWEN ELECTRICAL PLAN ACCLIS ACOUSTICAL CIO CONCRETE MASONRY UNIT CLEAN EXPA EXPANSION WW HAND HEWN N NORTH R RISER T TREAD ACT AD Acz)UsTic CEILING TILE COL OUT COLUMN EXT EXTERIOR WORIZ HORIZONTAL N/A NOT AFI-LICABLE RB RESILIENT BASE Tas TOP OF STRUCTURAL SLAB ADJ AREA Dl ADJACENT COW_ CIONVIRETE FID FLOOR DRAIN Hp WR HIGH PONT "Ol NIC NOT IN OONTRACT RC RESILIENT CA4ANNEL Tep TOP OF STRUCTURAL FLOOR ArF ABOVE FINISH FLOOR CONST C4)NSTRUC FDN FOUNDATION WT WEIGHT NO NOM NAIE55R NOMINAL FSCF RAIser> COMPUTER FLOOR TFF TOP OF FINISH FLOOR APP ACOUSTIC FABRIC PANEL COW C FMC FIRE EXTINGUISHER CABINET Il FILMS PLAN Bl A-LEVEL 1,45 NTS NOT TO SCALE RCP RD REFLECTED CEILING PLAN ROOF DRAIN TO TEL TOP OF CURB ALT ALTERNATE C4:�RR CPT C�ORRUGATED CARPET FF FINISH FLOOR ID INSIDa DIAMETER I PLAN BLDG E-LEVEL no LDU WOUSEKIEEMM 4 LAUNDRY EQUIPMENT PLAN 4 SCHEDULE FEF REFERENCE TERZ TELEPHONE TERRAZZO ALUM ANiOD ALL"Nium ANODIZED C-5 CONCRETE SEALER IFS RHO FIBERGLASS, FIRE HOSE CABINET IN Iml INCHES INCLUDE CA CC: OVERALL ON CENTER REFR REFRIGERATOR TW, THICKNIES6 AP ACCESS PANEL CT CERAMIC TILE FHR FIRE HOSE REEL ll INFOSI'lATION 00 OUTSIDE DIAMETER REfNF RECID REINFOl REQUIRED T14FAJ Toe THR�)UGW API-ROX APPROXIMATE Cu CY CUSIC CUBIC YARD FIN IFIL FINSwad) IN6UL INSULATION OFID OVERFLOW OR4tN REV REVISION TOO TOP OF BEAM TOP OF C4NCRETrz ARCH ASP ARCHITECTURAL Fill FLOOR INT NITERIORS OFING Ol RM ROOM TOW TOP OF WALL DRIQN BY ABOVE 6TRU, FLOOR 0 DEPTH FLSG` FLANGE FLASHING. JC JANITOR OPP OPPOSITE RO ROUGH OPENING TRANS TRANSVERSE 13415 SALL AND BURLAP oD DECK Dill FLR FLOOR JM15 CLOSET MIS, JANITOR MOP BASIN OBF ORIENTED STRAKID 15OARO 5b- OUTSIDE FACE R5 RADIUS POINT ROUGH 0AWl TRAV TRAVERTINE B/0 BOTTOM OF DF DRIl FOUNTAIN FLUOR FLUORESCENT JT JOINT OZ OUNCE TS TUBULAR STEEL SO 15ACK OF CURB DI DRAIN INLET FOC: PACE OF OCINCRETE $ SOUTH TYP TYPICAL w WARD DIA DAG, DIAMETER DIAGONAL Ill FOS FACE OF FINISH LAS, LABORATORY PA PAINTED SO SOLID C40RE Lt. UNDERGRZ)UND el 5LKG BUILDING ISLOCKIW, DIM DIMENSION FR FACE Or $11110 FIRE-RETARDANT LAM LAV LAMINATED LAVATORY PART PARTITION OC44 SCHEDULE UL UNDERWRITEl LAS 5M SEAM ON DOWN rT FEET LIS(S) POUNDS PAV F'O_ PAVERS POINTS OF CURVATUil 60 SECT STORM DRAIN $ECTION LIND UNLESS NOTED OT14ERWISE 50T 50TTCM 08 DOtUl FTC, FOOTING LP LOW PONT PCC PRECAST OnNCRETE sp SQUARE FEET UR URINAL E*pr. 5MAl DTL DILIG, DETAIL DRAWING, GA GAUGE LT LIGHT PERP PE51 SWT 844EET VB VINYL BASE 51l 5p.Z BRICK BRONZE GAL CALLON LTWT LVR LIGHTU)SIGHT LOUVER f MATE SIM SIMILAR VCT VINYL COMPOSITION TILE B8MT BASEMENT E EAST GALV GALVANIZED PLAM PLMB PLASTIC LAMINATE PILL4 alp SLR STRUCTURAL INSULATION PANEL VERT SEALER 'VERTICAL BTU BRITISH TWEll UNIT EA EC EAC44 EXPOSED 0"TRUO-TION GO 61 GENERAL CONTRACTOR GALVANIZED IRON MAC44 MACHINE l PLASTIC SNl SINK VEST VIF VESTIMLE VERIFY IN FIELD MR Bill 15UILT UP Fil VOTTOMCIF WALL Ell EXTERIOR INSULATION 4 ll SY&TEM6L MI GLASS BLOCK MATIL MAX MATERIAL MAXIMUM ll PNT PLYWOOD PAINTED SPEC w SPECIFICATION SQUARE VNR VENEER Ej EXPANSION JOINT GL GLASS MEC44 MECHANICAL Pfl PROPERTY'LINE 6s STAINLESS STEEL VUIC VINYL WALL COVERING CIC CENTER TO CENTER ELEC FLEV ELECTRICAL ELEVATION GMMU GLASS MESH MA. WIT MED MEDILI-I PR I-AIR SOK SERVICE aw Ul WEST CAL TREE CALIPER El ELEVATOR GND GR GROUND GRANITE MEZZ MEZZANINE Pill PREFABRICATE STA STAINED Lill WATER CLOSET CFM CUBIC FEET PER MINUTE EM EMERGENCY CIRD Gll MFR MANUFACTUll PROJ PROJECTION SID STANDA;ZD WE) WOOD CIF Ci CAST IN PLACE CONTROL JOINT EMBED EMBEDMENT GM GYPSUM WALLBOARD l MIN MANHOLE MINIMUM Pep PSI POUNDS PER SQUARE FOOT STIFF POUNDS PER SQUARE INC44 6TL STIFINER STEEL Will WAI. 5 CL C-NTER LINE ra" EQ EXPANDED POLYSTYRENE EQUAL MISC; MISCELLANEOUS PT POINT OF TANGENCY OTMP STAMPED lil WPM WATERPROOF WATERPROOF MEMBRANE r-La CEILING EQUIP EQUIPMENT w4v HIS HEATING 4 VENTILATION HOSE 1511513 MLW MILLWORK PVC POLYVINYL Owl STIN STONE till WATER RESISTANT CLOS CLR CLOSET CLEAR E5C ESCALATOR WC HOLLOW CORE MO M MASONRY OPENING MARBLE allAFZRY TILE $TOR STORAGE WWF IVELDED WIRE FA5pjc al COSl METAL EXIST EXP MXISTING EXPOSED HOW HARDWARE MTID MOUNTED CIT CITY QUANTITY OTRUCT SUSP STRUCTURAL SUSPENDED XPS EXTRUDED POLYSTYRENE CMp CORR)SATED METAL PIPE HIM HOLLOW METAL MTL METAL Yll YARD$ E2.!Sb LIGHTING. I-L -SLOG S-LEVEL 220 E2.104 LIGHTING MAN-EiLl A-LEVEL 230 EVolb Ll PLAN-51-IDG, 5-1 2SO E2.Ild LIGHTING PLAN-Eill A-ROOF r =2,111b LIGHTING, MAN-BLDG 13-R� M 3,01 RACEWAY INFRASTRUCTURE DETAILS ESJ ENLARGED DISPLAY KITCWENA5Al 5 LEVEL 110 E5,2 ENLARGED BANWET B LEVEL 145 ESA ENLARGED LAUNDRY ROOM-BUILDIN6, 5 LEVEL V_^0 ELECTRICAL E5.23 GOWIl LIGHTING CONTROL ONIELINE FOOD SERVIC l BANQUET KITC+04 EQUIPMENT PLAN E-4-24 COMPANY &ATCH DETAILS F6L2 BANQUET KJTCWEN BLDG CONDITIONS PLAN E5_25 DIT'll PAIML soLevull l BANQUET KITCHEN PLUMBING, MAN E526 RESTURAl DIMMING 4 F BANCIUST WJTCWEN ELECTRICAL PLAN CONTROL ONE LINE z < a (D 0 Z FS2,I EXH151TON KIRCHEN EQUIFt PLA14 156.1 6 TE LI6WTIl AREA I M22 EXHIBITION KJTC44EN al CONDITIONS: PLAN F_6�2 S:TE Ll AREA 2 F623 EXHIBITION KITCHEN MUMSING, PLAN E6�3 SITE Ll AREA 3 F�52A EXHISITICIN KITCHEN ELECTRICAL PLAN E6A SITE Ll AREA 4 N 10" Ill RESTAURANT KTOWEN EQUIPMENT PLAN EIA�� EAST ELEVATICNS - BLDG A F532 RESTALRANT KTCWEN BLDG CONDITIONS PLAN MIA NORTH ELEVATIONS 13LDG A F63-3 RESTAURANT KTICHEN PI_UMBll PLAN EI-2 SOUTH ELEVATION$ E3LDG A F63A RESTAURANT KTIC44EN ELECTRICAL MAN E1_5 WEST ELEVATIONS BLDG A LU MIA EAST ELEVATIONS BLC E, F EXHAUST - FAS-RICATICK DETAILS E15 NORTH ELEVATIONS BILDs B l WALK-IN FABRICATIONS DETAILS 151,6 SOUTH ELEVATIONS BLDG 5 l WALDORF SUITE--HEF'S CCUNTER FABRICATION DETAILS MI. WEST ELEVATIONS - 5LDS 5 1 REFRIGERATION SYSTEM DETAILS PLLtjBj CL FWJ STANDARD FABRICATIONS DETAILS P682 STANDARD FABRICATIONS DETAILS F-0.1 PLUMBING SCHEDULE$ l STANDARD FABRICATION$ DETAILS N-. DATE P"A STA FABRICATIONS DETAILS Il F`LM5 PLAN BLDG A-LEVEL L�a F8,81 STANDARD rABRICATIONS DETAILS 1` PLME PLAN 51-ol, El 130 P"l STANDARD FASRIcATI" DETAILS Il FILMS PLAN Bl A-LEVEL 1,45 F".1 STANDARD FABRICATIONS DETAILS I'll FILMS PLAN BLDG B-LEVEL l4e P" STANDARD FABRICATIONS DETAILS PUB PLMB PLAN BLDG A-LEVEL 160 l STANDARD FAERICATIONS DETAILS 1` Pl PLAN al 15-1-1l 160 PlAa PLMB PLAN BLOG A-LEVEL no LAUN PlAb I PLAN BLDG E-LEVEL no LDU WOUSEKIEEMM 4 LAUNDRY EQUIPMENT PLAN 4 SCHEDULE PIBA PLMEI PLAN BLDG A-LEVEL ISO LDt2 BLDG CONDITIONS PLAN 4 8CI.1MDULM 1 MME PL4N BLDG B-LEVEL ISO 1-01-3 MLtleM ROUGH-IN PLAN 4 sCl.;MDULE P1.6a MIME PLAq el A-LEVEL So LDIA ELECTRICAL ROUl PLAN A SCHEDULE 1 MMe PLAN SLoG El W I'll PLM5 PLAN Bl A-LEVEL 200 POOI I'VIO PLMB PLAN BLDG El 200 P'Lea PLMS PLAN 5LDG A-LEVEL 210 PLLOI POOL-$PA PLAN Ill PLMB PLAN 5LOG E-LEVEL 210 PLI.02 POOL PLAN F'LeA F`111'115 PLAN BLDG A-LEVEL 220 PLLiM POOL DETAILS l PLM5 PLAN 5l B-LEVEL 220 PLL04 SPA PLAN PLI04 - I-LAN BLDr. A-LEVEL 2210 F-LL05 POOl MECHANICAL I'LlOb Ill PLAN BLDG B-LEVEL 230 P2.1 PLUMENG DETAILS 1-22 ENLARGED 6Ur5T ROOM PLANS F-23 ENLAFS3ED PLUM5l PLANS 1 ENil KITCHEN PLANS Ill ENLARl LAUl PLANS F ENLAW.ED KITCHEN PLANS P2.1 ENLAFil FLUI PLANS P30 FILMS PLAN WASTE 4 VENT LADDER DIAGRAM KEY PLAN F3.1 MMIS 5LDS B WASTE 4 VENT LADDER DIAGRAM 1`3�2 PLM5 Ell 5 WASTE 4 VENT LADDER DIAGRAM fla.'a� PLMB BLDG 5 WASTE t VENT LADDER DIAGRAM P`3A F'3'0 ]SLOGS A 4 5 WASTE 4 VENT LADDER DIAGRAM F`3- MMIS BLDG 5 WASTE 4 VENT LADDER DIAGRAM 1 Ml 5LDG 5 WASTE 4 VENT LADDER DIAGRAM ".I PLMB 5LDS 5 WASTE 4 VENT LADDER DIAGRAM fla,S Pl 5LDS A WASTE 4 VENT LADDER DIAGRAM PLMB BILD. A WASTE 4 VENT LADDER DIAGRAM P3.10 PLMS 13LM A WASTE A VENT LADDER DIAGRAM F'S.11 PLMB BLDG A WASTE # VENT LADDER DIAGRAM P`.�02 PLITS 5l A WASTE 9 VENT LADDER DIAGRAM F`4J ll El B DOMESTIC WATER LADDER DIAGRAM F'4.2 PLMI5 BLl 5 DOMESTIC WATER LADDER DIAGRAM P4.3 PLMB Bill IS DOMESTIC WATER LADDER DIAGRAM P`4.4 Mll el A 4 5 DOMESTIC WATER LADDER DIAGRAM P44 PLM5 BLM B DOMESTIC WATER LADDER DIAGRAM P4k PLME SILD- 5 DOMESTIC WATER LADDER DIACMAI F`4-1 MMB BLCG 5 DOMESTIC WATER LADDER DIAGRAM P4.8 PLME ELM A 001 WATER LADDER DIAGRAM F`4�5 MMB Ml A DOMESTIC WATER LADDER DIAGRAM f Ill BLDS A DOMESTIC WATER. LADDER DIAGRAM 1'411 PLM5 51-03 A DOMESTIC WATER LADDER DIAGRAM F-4,12 MMS SLDG A DOMESTIC WATER LADDER DIAGRW F-4.0 MM5 BLDG A DOMESTIC WATER LADDER DIAcl F-6,1 GAS PIP4-r. RISER DIAGRAM P`62 GAS RPM RISER DIAGRAM f-6.3 GAS PIPM RISER DIAGRAM F-I I PLUMISING DIAGRAMS l MUM5NG DIAGRAMS F-i,3 PLUMSM, DIAGRAMS I FROJECT DIREGTOR I MINER VAIL VILLAGE INN 100 Eal6t Meadow Drive Vail CO M64S� C�l Wall Fraclo Voice, (e`10) 416-4651 CIVIL ALPINE ENGINEERING, INC. ENGINEER P.0 Sox 4603, Frface�, CO 80443 Contact; Jim McNeil Voce. (SIO) 453-60,64 Fax, (e`10) 453-64,31 a slpfn*I*.prVwt� LANDSCAPE TEl PLANNING 4 ARCHITECT LANDSC ARCHITECTURE l6r�o Gilpin Steot l Co 81021a CoMact, Cs0cw!30 Plal volcal (wa) BBI-1111 Fax; (303� 331-)015 Al ZEWREN AND ASSOCIATES Ill 40 S Seaver C-ak Blvd Suits 303 Avo CO al9,20 C.x"cti Tim L�a, AIA Voice. (SIO) �4S-0251 Pax, (510) %4 ...all, tlooa-2�0 v al NTERIORS ZEWREN AND ASSOCIATES, INC. 48 E Seaver Creak Blvd, suit. 303 Avon, CO 61620 Contact: Darlarza Z*rw Volco� (,�10)34Z-02SI Fax, (SIO) 1�4t-lOeO *-"It: dz,*rarifts�r� STRUCTURAL MONROE 4 NEWELL ENGINEERS, ENGINEER INC, 10 Sell Road INuits 204 Avon, CO $1620 C�tactl Hl Spadh Voice: (510) S4 8 Fax: fe"10) 543-4054 e-mail! avcwi-ffl�oa.l MEP M-E ENGINEERS, INC. ENGINEER P.O� ISOX 5140 Avor� Co a162o cc�tact: l Dag, PE Volca� (SIO) S4S-6000 l (SIl %4$-ISSS -all; FIRE-PROTECTION Ill JENSEN and ASSOCIATE.5ji,il 1324 Sth SL oa�vor)co OMO2 CoMact� Brian Tbc"� voll (303) S`13-1844ei j �Q 0- § §� z T T Uj 0 Pz <_zz U:s 0 l < z < a (D 0 Z w LU LLJ N 10" SEAL LU 0 r 0 0 0 U @ CL > ISSUED FOP, N-. DATE 00l _7_ - b.- l al - �rve� �6Lr K ftT & KEY PLAN PROJECT INFO SHEET PROJECT l DATE 041590.00 11/15/2004 DRIQN BY C4.1ECKED BY Bw n SWEET N., AO.01 I&C,6Lr, - - - - - - - - - - L - - - - - - - - - - - L 00 L CPU 3 4 Unit 827 R-2 Oce. I Occ./ 200 s.f I I Type B (bock-Ofl) 1 1# - - - - - - - - - - - - F F// J o: / - - --------- U 8 0 Z� 0) 0) 0) 0) P U3 z < zz U S AE 0 1 2i V) tn <6 All 0 t R zX R Z LLJ co C? rz 0) LLJ a 11 a: I S, BUILDING CODE KEY SEAL W ===z] 0.5 HOUR RATED CORRIDOR 0 0 Z �, I HOUR RATED V VERTICAL ENCLOSURE E MMD FOP, No. 2 HOUR RATED VERTICAL ENCLOSURE COMMENT A c* EXIT DISCHARGE {g ENLARGED PLAN (11.000-11.019) N ACCESIBLE FEATURE O STANDPIPE LOCATION FIRE EXTINGUISHER LOCATION G) MINIMUM DOOR RATING (MINUTES) 140 HOLD OPEN m ALLOWABLE PROTECTED OPENING (% OF TOTAL WALL) WA WALL AREA op OPENING AREA (PERCENTAGE OF TOTAL WALL) A TOTAL OCCUPANT LOAD AT EXIT TD TRAVEL DISTANCE (MAXIMUM) KEY PLAN CODE ANALYSIS , :D EGRESS WIDTH (MINIMUM) PROJECT Na DATE 041590.00 <�> SIGNAGE CHECKED SY TL n SHEET N.. AO* 0.5 HOUR FIRE PARTITION I HOUR FIRE PARTITION I HOUR FIRE BARRIER 2 HOUR FIRE BARRIER MAXIMUM TRAVEL DISTANCE TYPE B UNITS Option A Bathrooms - All fixtures must comply r Option B Bathrooms - One of each type of fixture must comply Lew l 210 Area 26.539 i ........... . .... J­ Unit ULArea Arealocc. Area Group Stair Other I Accornodation Unit 1 - ILLArealTotal 342 R-1 200 , 191 1 0.26 0,34 1 ecomodation Unit 2 294 R-1 200 022 029 Accamodatia Unit 3 345 R-1 200 1,73 1 0 26 0 35 Accon�� bn�t - 4 332 R-1 200 1.66 033 ecomodation Unit 5 Accomoda�011 Unit 6 358 R-1 200 1.79 1 C Accomodation R-1 200 IM I 6.25 0.34 ' A " ceonio - dat - io " n Unit 8 402 R-1 200 2.01 1 A ­ 4a�o ccomo n Unit 9 402 R-1 I i 0.40 Acconiodation 0 Unit 1 364 R -1 200 1.82 1 0 27 0.36 1 AacomodatYOn Unit 11 364 R_l 200 .82 . 1 0.27 1 0.36 Acconiodation Unit 12 338 R-1 200 169 1 0 2 0 34 Acco niodation Unit 13 345 R -1 200 � 1 �J� ` ­- 6. ­ cooniodation Unit 14 i5i _4 20 1.76 1 0.35 A.comodat nit I OR PIMN - L'EVHL- 12 10 --- ------- 200 1.76 Accomodationij i� 344 R-f "100 132 1 0.26 0.34 Acconiodation Unit 17 1 200 2.01 1 0.30 0,40 i Accomodation Unit 18 - club 408 R-1 200 2.04 1 41 . Unit i4 0a6 953 0 200 4. TT 1 0.71 0.95 6bib Unit 35 ( Level) j 787 456 1,243 R-2 200 j 6.22 Chib, Unit 36 (Two 788 933 12731, - R-2 200 8.61 1 1 29 1 f2 Club Unit 37 (Two Level) 790 93� 1,723 R 1 200 8.62 1 129 1.72 G1ub Unit 38 (Two Levu 791 934 R-2 200 8.63 .2 1.73 Club Unit 39 (nat) ..... . .... .. 976 0 976 R 2 260 4 ii' . ..... 1 0.73 l 0.98 Clu Unit 4 791 032 1,723 R-2 200 -1 8.62 - ------------ 1 s 129 1,72 Club Unit 41 1at) 1,681 1 o 1,681 R-2 200 8.41 i 1 126 i 1.68 Club Unit 42143 (Flat) 1,996 i 0 x 1,99 R-2 200 9.98 1 1.50 1 100 S ub-Total Uwl 2 J 100 89 { .1 i 15.13 Su b -Total Level 220 75.93 2 1519 11.39 Total Lewl 21 1 176.82 2 353 6 26.521 - - - - - - - - - - L - - - - - - - - - - - L 00 L CPU 3 4 Unit 827 R-2 Oce. I Occ./ 200 s.f I I Type B (bock-Ofl) 1 1# - - - - - - - - - - - - F F// J o: / - - --------- U 8 0 Z� 0) 0) 0) 0) P U3 z < zz U S AE 0 1 2i V) tn <6 All 0 t R zX R Z LLJ co C? rz 0) LLJ a 11 a: I S, SEAL W F- 0 0 0 MMD FOP, No. DATE COMMENT A "A� OXW&M1 '�aw KEY PLAN CODE ANALYSIS FLOOR PLAN LEVEL 21 PROJECT Na DATE 041590.00 11/15/2004 DFz41m 5y CHECKED SY TL n SHEET N.. AO* ac,ALE. AS S HO WN 2 I 11 Ind St In 0 AU 8 6 2 � U 6 R-1 Occ. ------------------------------------------------------------------------ 2/ Jc R-1 0 cc. cc_ ------- - 100 S.f. I Occ f. 0 S.f. I Occ,/200 s.f 1 Occ./2010 s.f. I Occ./200 f 00 8 ] I Occ. I Occ./200! V) 04 ------------------ AU 16 ( D R-1 Occ L) r AU 9 F f>25`19ress AU 2 R -1 Occ. F G Ul R-1 Occ. ,CC APO >25' Egress Pgross AU 3 r L R I Occ. 3 I Occ ./ 00 s.f I Occ./200 s.f. )0 f. R�l 0 R-1 Occ. CC. 1 Oc / s.f. I I Occ./00 s.f. 2 I 11 Ind St In 0 �c L - _- -_ - - -J IR AU 4 4 AU 8 6 2 � U 6 R-1 Occ. R R­ I Occ. 2/ Jc R-1 0 cc. cc_ I Occ./200 s.f 0 1 CC 100 S.f. I Occ f. 0 S.f. I Occ,/200 s.f 1 Occ./2010 s.f. I Occ./200 f 00 8 ] I Occ. I Occ./200! V) 04 �1 0 1 AU 16 ( D R-1 Occ 1 r AU 9 AU 17 0 �r R -1 Occ. F G I Occ./200 s.f 1 Oc J200 S.f. 1 Oce Accessible Unit #5 L Accessible Unit #4 M rol (2,1 U �Apla AU IS �c L - _- -_ - - -J IR AU 4 4 IAL_ AU 13 6 2 � U 6 R-1 Occ. ,i:� 1 Occ./200 s.f, I Fe ' E� Jc R-1 0 cc. cc_ R - 1 Occ. 100 S.f. I Occ f. 0 S.f. I Occ,/200 s.f 1 Occ./2010 s.f. I Occ./200 f 00 8 ] I Occ. I Occ./200! V) 04 �1 0 1 AU 16 ( D R-1 Occ 1 Occ./200 R- I Occ. AU 17 0 �r R-I Occ. F G I Occ./200 s.f I 788 Accessible Unit #5 1.721 (Roll-in Shower) M rol (2,1 U �Apla AU IS 4o _ R-I Occ. R-2 1 Occ./200 sf.- 1 _862 I LU 934, �c L - _- -_ - - -J IR AU 4 4 5_ 6 2 � U 6 AU 7 Occ. R-I Oce. R R I Occ. CC. -1 Oc - Jc R-1 0 cc. cc_ R - 1 Occ. 100 S.f. I Occ f. 0 S.f. I Occ,/200 s.f 1 Occ./2010 s.f. I Occ./200 f 00 8 ] I Occ. I Occ./200! V) 04 < z AU 12 Club U.it 35 &v D - 797 R- I Occ. !"V 0 �r 1 Occ./200 s F G i 11� AU 10 AU 11 R- I Occ. R-I Occ. I Occ./200 s.f, I I Occ./200 s.f. III CU 42+43 R 2 Occ. (Lock I 11 -,R -2 -oft) cc./200 s.f. Type B (Lock-Off) F'Eq _j im Will 98111210MM&K jr 1 1 . 1 " - F 0 E Q> AU 14 AU 15 R-I Occ. R -1 Occ. I Occ./200 s. I Occ./200 s.f. 'J . , " I � �� IIII 0 "L - W 111 V) 04 < <1 AU 12 Club U.it 35 &v D - 797 R- I Occ. !"V 0 �r 1 Occ./200 s rM I Club iffn t 36 (P.. Le a,p) I 788 933 _j, 1.721 R M rol (2,1 U �Apla lap ',, 1793 R-2 2W 1 _862 I LU 934, 1725 r (Lock-Oft) IM 0.b 1 39 0 1 R 2118 A 1 . , " I �� IIII 0 "L - W 111 V) 04 z Club U.it 35 &v D - 797 456 !"V R-2 200 f 6,22 Club iffn t 36 (P.. Le a,p) I 788 933 _j, 1.721 R M V �TA U �Apla lap ',, 1793 R-2 2W 1 _862 I LU 934, 1725 r 2W IM 0.b 1 39 0 1 R 4,88 I A 1 932 1323 R-2 2W 8.62 WT Fl 1 oil 6 NO 1 9 -,1%" a K!104 WAL 9 98 &&T.4 Lml 210 12M ICC01m PBtlATw J 04x CCOPLMATK4 W 1100 2 my fatal Lord 210 CU 29-UL a ­m OC_C__. KEY PLAN W CODE ANALYSIS 1 Occ./ 200 s.f Type B LEVEL 21 PROJECT Na - 041590.00 11/15/2004 DIZ-411" BY C44ECKED MY n n (Lock-Oft) I 9a AS SHOWN ---------- it 0 0 17 L t��e 1 _ 7 -- --------- - - - T/ 7 - - - - - WINE V 1: -7 0.5 HOUR RATED CORRIDOR I HOUR RATED VERTICAL ENCLOSURE 2 HOUR RATED VERTICAL ENCLOSURE EXIT DISCHARGE ENLARGED PLAN (11.000-11.019) 61 ACCESIBLE FEATURE 8 STANDPIPE LOCATION [9 FIRE EXTINGUISHER LOCATION G) MINIMUM DOOR RATING (MINUTES) Ho HOLD OPEN Apo ALLOWABLE PROTECTED OPENING (% OF TOTAL WALL) WA WALL AREA op OPENING AREA (PERCENTAGE OF TOTAL WALL) A TOTAL OCCUPANT LOAD AT EXIT To TRAVEL DISTANCE (MAXIMUM) (21 EGRESS WIDTH (MINIMUM) Q SIGNAGE - — — — — — - 0.5 HOUR FIRE PARTITION - — — — — — - I HOUR FIRE PARTITION I HOUR FIRE BARRIER 2 HOUR FIRE BARRIER MAXIMUM TRAVEL DISTANCE TYPE B UNITS Option A Bathrooms - All fixtures must comply Option B Bathrooms - One of each type of fixture must comply :Gaf V11A z Ta sf A a ay.0 J . - -------- 294 R-11 270 147 t 022 029 3 345 XO 1,73 1 026" 035"! Ac omodadon Un A ' 1-6 6 332 _ - ;W , _-, Aec­odapi,n Umt 5 358 R-1 200 11 0'r r 036 1 3%, 027 335 R 4' 1 U5 Q� i , mod api Uait 8 _j 402 R-1 2oi, _f Ac omodahon Umt9 1. j 402 2.01 RA 0 40 j J j_0.27 036 364 R-1 Accomcda4onUmt 12 33i R 1 0.25 _034 - ---------- - 200 Aenomodatioft lJoA 14 5 1 116 0.26 035 • I - — -- — -- — -- — - PROPERTY LINE M FLOOR PLAN - LEVEL 21 0,21 SCAM 1+B• - 1W Z5 <z 0 � 4 0 "L - W V) 04 z Club U.it 35 &v D - 797 456 1,213 R-2 200 f 6,22 Club iffn t 36 (P.. Le a,p) I 788 933 _j, 1.721 R M ?fil, 6u _bgnit 37 - 79 10_ ',, 1793 R-2 2W 1 _862 I LU 934, 1725 r 2W . 84 0.b 1 39 0 976 R 4,88 I A 1 932 1323 R-2 2W 8.62 WT Cbb Una 42143 (Flat) 1 9 -,1%" a K!104 WAL 9 98 &&T.4 Lml 210 12M ICC01m PBtlATw J 04x CCOPLMATK4 W 1100 2 my fatal Lord 210 2 I - — -- — -- — -- — - PROPERTY LINE M FLOOR PLAN - LEVEL 21 0,21 SCAM 1+B• - 1W Z5 <z 0 � 4 0 "L - W V) 04 z < Z LLJ C6 ry �j U-1 Z'D OEAL. LU F_ 0 r 0 -0 O 0 U j ISSUED FOR No. I DATE A 6Fah44 DOW PSMM WT a K!104 WAL R ff UT W 12M ICC01m PBtlATw J 04x CCOPLMATK4 W my KEY PLAN W CODE ANALYSIS FLOOR PLAN LEVEL 21 PROJECT Na - 041590.00 11/15/2004 DIZ-411" BY C44ECKED MY n n 544EET No. A0.09b I 9a AS SHOWN 01,11 111,11 FAI Wd 0.5 HOUR RATED CORRIDOR r/z �-ZZZ- 1 HOUR RATED VERTICAL ENCLOSURE 2 HOUR RATED VERTICAL ENCLOSURE EXIT DISCHARGE �g ENLARGED PLAN (11.000 - 11.019) El ACCESIBLE FEATURE e STANDPIPE LOCATION (9 FIRE EXTINGUISHER LOCATION 0 MINIMUM DOOR RATING (MINUTES) 110 HOLD OPEN Apo ALLOWABLE PROTECTED OPENING (% OF TOTAL WALL WA WALL AREA op OPENING AREA (PERCENTAGE OF TOTAL WALL) A TOTAL OCCUPANT LOAD AT EXIT TD TRAVEL DISTANCE (MAXIMUM) (9 EGRESS WIDTH (MINIMUM) <3> SIGNAGE - - 0.5 HOUR FIRE PARTITION I HOUR FIRE BARRIER 2 HOUR FIRE BARRIER MAXIMUM TRAVEL DISTANCE TYPE B UNITS Option A Bathrooms - All fixtures must comply Option B Bathrooms - One of each type of fixture must comply m 230} Area !,UL Are LLtV ea, Tbjq1 Area agyp Areg/Occ Us Stair Other: bwdliii' 1 it Y 805 3 314 5179 R-2 200 25.90 2 3.8 518 OubUnit.50(rwoUwD . .............. 791 8% 1,087 R-2 200 i 9.44 1 1.27 1.69: - ------ Chub LInd 17148 (Two Levu 792 961 1,753 058 1,281 1943 _R-2 200 8.77 R- 2 200 9 J2 j 31 1.75 - — -------- 140 194 s Chub 487 1 1,277 R-2 200 6.39 1 0.96 1.28 'Mb Unit 45 (I wo LeveD 934 1,721 R-2 200 8.61 1 1 1 29 1.72 Club Un it 44 (rwo LeveD 786 839 R-2 200 &13 1.22 -.6 3 _ U1 FLOOR PLAN - LEVEL 220 142,12 SCALE- (,S* - 1'-0' V / / 1-== 0.5 HOUR RATED CORRIDOR I HOUR RATED VERTICAL ENCLOSURE x - 2 HOUR RATED VERTICAL ENCLOSURE EXIT DISCHARGE ENLARGED PLAN (11.000-11.019) ACCESIBLE FEATURE 8 STANDPIPE LOCATION 9 FIRE EXTINGUISHER LOCATION G) MINIMUM DOOR RATING (MINUTES) HO HOLD OPEN Apo ALLOWABLE PROTECTED OPENING (% OF TOTAL WALL) WA WALL AREA op OPENING AREA (PERCENTAGE OF TOTAL WALL) LX TOTAL OCCUPANT LOAD AT EXIT TD TRAVEL DISTANCE (MAXIMUM) (2> EGRESS WIDTH (MINIMUM) 0 SIGNAGE – — — — — — – 0.5 HOUR FIRE PARTITION – — — — — — – 1 HOUR FIRE PARTITION 1 HOUR FIRE BARRIER 2 HOUR FIRE BARRIER MAXIMUM TRAVEL DISTANCE TYPE B UNITS Option A Bathrooms - All fixtures must comply Option B Bathrooms - One of each type of fixture must comply • Gevel 220 (&,230) Area 24.145 it 50 (Two Level) 1 791 i 896 jb Unit 47/48 (Two Level) i_ 658_ ub-'Total Level 220 1,687 1 ' 1,753 1, 1 It -2 1 i721 R- 2 1A lu FLOOR PLAN - LEVEL 220 0,12 $CALR, W - V 0' I 19 1.94 4.96 r 1.28 15.2 Qj U 2 z 0 z 1 � LU C dzo co T. Lu aa $EAL LU 0 Z 0 - 0 < E2 0 CL ISWED FOR ND. I DATE CC"-MNT A D GRAM ]G1 CD GET e enrol retie e �AVA MOM P _nn - Pe10MT6w _GASH{ 5.0� MUM 60 i �� TIN 6v L fIDAGD PrIAND KEY PLAN CODE ANALYSIS FLOOR PLAN LEVEL 220 PROJECT No. DATE 041590.00 11/15/2004 DRAM BY CHECKED BY TL TL SHEET N., AO.1 Ob W r, AS SHOWN MFLOOR FLAN - LEVEL 24ro'-8ll Q11 eC,-LE. W . 1'-0' F PLAN - LEVEL 23T-6" el:ALF, V8' • P•0- PROPERTY LINE ALL CALCULATIONS AND INVORMATION BASED OFF OF THE 2003 INTERNATIONAL BUIWING CODE BI. IUlt CODE KEY 1 0.5 HOUR RATED CORRIDOR z =22 ZZI 1 HOUR RATED VERTICAL ENCLOSURE 2 HOUR RATED VERTICAL ENCLOSURE EXIT DISCHARGE ENLARGED PLAN (11.000-11.019) ACCESIBLE FEATURE (D STANDPIPE LOCATION (9 FIRE EXTINGUISHER LOCATION 0 MINIMUM DOOR RATING (MINUTES) HO HOLD OPEN Apo ALLOWABLE PROTECTED OPENING (% OF TOTAL WALL) WA WALL AREA op OPENING AREA (PERCENTAGE OF TOTAL WALL) A TOTAL OCCUPANT LOAD AT EXIT iv TRAVEL DISTANCE (MAXIMUM) , 91 EGRESS WIDTH (MINIMUM) Q SIGNAGE – — — — — — – 0.5 HOUR FIRE PARTITION – — — — — — – I HOUR FIRE PARTITION 1 HOUR FIRE BARRIER 2 HOUR FIRE BARRIER MAXIMUM TRAVEL DISTANCE t F PLAN - LEVEL 23T-6" el:ALF, V8' • P•0- PROPERTY LINE TYPE B UNITS Option A Bathrooms - All fixtures must comply Option B Bathrooms - One of each type of fixture must comply FLOOR PLAN - LEVEL 230 SCALE: W - 1W 0 Q 0 0 z Vj 0) 01 Uj Q �-- < z z 00- -E- Z < < Z 4 r y vag v-� LLJ J pi N 2 O SEAL LLJ F- 0 Z 0 tSS 0 0 U CL No. DATE A --I 7W� ILL KEY PLAN CSl CODE ANALYSIS FLOOR PLAN LEVEL 230 FROJBCTN.. DATE 041590.00 11115/2004 r �5y zwa i5y n n O�MET N.� AO.1 1 a acALE, AS SHOWN ALL CALCULATIONS AND INVORMATION BASED OFF OF THE 2003 INTERNATIONAL BUIWING CODE BI. IUlt CODE KEY 1 0.5 HOUR RATED CORRIDOR z =22 ZZI 1 HOUR RATED VERTICAL ENCLOSURE 2 HOUR RATED VERTICAL ENCLOSURE EXIT DISCHARGE ENLARGED PLAN (11.000-11.019) ACCESIBLE FEATURE (D STANDPIPE LOCATION (9 FIRE EXTINGUISHER LOCATION 0 MINIMUM DOOR RATING (MINUTES) HO HOLD OPEN Apo ALLOWABLE PROTECTED OPENING (% OF TOTAL WALL) WA WALL AREA op OPENING AREA (PERCENTAGE OF TOTAL WALL) A TOTAL OCCUPANT LOAD AT EXIT iv TRAVEL DISTANCE (MAXIMUM) , 91 EGRESS WIDTH (MINIMUM) Q SIGNAGE – — — — — — – 0.5 HOUR FIRE PARTITION – — — — — — – I HOUR FIRE PARTITION 1 HOUR FIRE BARRIER 2 HOUR FIRE BARRIER MAXIMUM TRAVEL DISTANCE TYPE B UNITS Option A Bathrooms - All fixtures must comply Option B Bathrooms - One of each type of fixture must comply FLOOR PLAN - LEVEL 230 SCALE: W - 1W 0 Q 0 0 z Vj 0) 01 Uj Q �-- < z z 00- -E- Z < < Z 4 r y vag v-� LLJ J pi N 2 O SEAL LLJ F- 0 Z 0 tSS 0 0 U CL No. DATE A --I 7W� ILL KEY PLAN CSl CODE ANALYSIS FLOOR PLAN LEVEL 230 FROJBCTN.. DATE 041590.00 11115/2004 r �5y zwa i5y n n O�MET N.� AO.1 1 a acALE, AS SHOWN 9 >25' I r S>� i —4 L oa 4h b 0 01 I I CU 47-IJL Unit.. 910 R-2 0&, I Occd2ts,f. 637 sq. (Lock.( fl) z rF --- �j CU 46-13, Unit 918 R-2 Occ. I Occ./200 s. f 764 Sq. ft. ,7t (Lock-011) TD (232' -6 9 ! CU 45-UL Unit 917 R-2 Occ. 1 .120 Occ ft 0 ". f. 764 Sq. Ft. (Lock-Oft) L 1L i CU 44-UL '7MI'll yR�l Unit 916 Z 2 HOUR RATED VERTICAL ENCLOSURE R-2 Occ.. EXIT DISCHARGE I Occ./200 s.f. ENLARGED PLAN (11.000-11.019) 764 Sq, rt. ACCESIBLE FEATURE 4 (Lock-Off) STANDPIPE LOCATION no FIRE EXTINGUISHER LOCATION (D MINIMUM DOOR RATING (MINUTES) Ho HOLD OPEN Aj TD( WA WALL AREA op com A TOTAL OCCUPANT LOAD AT EXIT TD TRAVEL DISTANCE (MAXIMUM) W� r, I I �E�7-- t> I Unit 902 R-2 Occ , I oc� Occ.1200 s' f. 764 sq. ft, (Lock-OR) Rp- 1 7 all. �141MIIFAP CU 50-UL Unit 904 LF R-2 Occ. fix I, 1 Occ./200 s.f. 764 sq. & ls%" • (Lock-ff) A , C%=== If N 0 15 • PROPL:KfYr1 TD- Common Path • ALL CALCULATIONS AND INFORMATION BASED 01 OF THE 2003 INTERNATIONAL BWLDING CODE BUILDING CODE KEY F'17 A 0.5 HOUR RATED CORRIDOR I HOUR RATED VERTICAL ENCLOSURE Z 2 HOUR RATED VERTICAL ENCLOSURE c* EXIT DISCHARGE � ENLARGED PLAN (11.000-11.019) N ACCESIBLE FEATURE & STANDPIPE LOCATION no FIRE EXTINGUISHER LOCATION (D MINIMUM DOOR RATING (MINUTES) Ho HOLD OPEN Apo ALLOWABLE PROTECTED OPENING (% OF TOTAL WALL) WA WALL AREA op OPENING AREA (PERCENTAGE OF TOTAL WALL) A TOTAL OCCUPANT LOAD AT EXIT TD TRAVEL DISTANCE (MAXIMUM) , Z' EGRESS WIDTH (MINIMUM) Q SIGNAGE – — — — — — – 0.5 HOUR FIRE PARTITION – — — — — — – I HOUR FIRE PARTITION I HOUR FIRE BARRIER 2 HOUR FIRE BARRIER MAXIMUM TRAVEL DISTANCE TYPE B UNITS Option A Bathrooms - All fixtures must comply Option B Bathrooms - One of each type of fixture must comply FLOOR PLAN - LEVEL 230 SCALE 11V - 1-V j �2 0 0 Z Z < z U: 5 0 Zn < D Zu a OOy Q4 < U9 (.5 U9 Z LLJ S !� N Ci U9 SEAL LU 0 0 0 CL. ISSUED FOF: N.. DATE COMIENT " 4 W0- J! �� -t 1 - 1Av4 r-. PLIW w r CODE ANALYSIS . FLOOR PLAN LEVEL 230 PFRD�JECT N., 041590.00 5:� E 11115/2004 -:!,- BY Dy TL n SHEET N�. AO.1 1 b M SHOWN C1 REFER TO SHEET C3 FORI LEGEND PROPERTY BOUNDARY - — — — — — - EASEMENT LINE U o z EXISTING ASPHALT GRAPHIC SCALE EXISTING CONCRETE IN FEET EXISTING PAVERS I inch . 20 tt EXISTING LANDSCAPE 0 EXISTING TREE X8160.5 EXISTING SPOT ELEVATION ISSUED FOR: EXISTING CONTOUR LINE 77777, EXISTING BUILDING LINE REFER TO SHEET C3 FORI EXISTING U11LITIES 0 0 U o z GRAPHIC SCALE 0 4 ? IN FEET I inch . 20 tt • X8164.9 816C x LOT B FIN. FY.OA - 81 Gk 8164.1 x HOLIDAY HOUSE x81' 2.0 CONDOMINIUM X815so o (0 00 ro UNDERGROUND UTIUTY AND n.ECTPXfTY EASEMENT GATEWAY BUILDING —j u.j 0 r <C o ,�,z�"���,�� ' �`' � r .#Y .� ��" F''� ���fi��� '�����r Wit' � / 4 � �`�� �'�� � 3 0 0 0 0 U o z 0 0 4 ? g , e • m ISSUED FOR: O 11, DATE , COMMENT o'l A 6/1/04 COORDINATION SET V) -j E :','I/04 ISSUE E C) F ID/12/04 ISSUE F f G 11/15/04 RECORD PERMIT SET < x 12/13/04 RECORD P-1 T SET w z I 1/15/05 COORDINATION SET IL VILLAGE I w W L 4/5/05 REVISED PERMIT SET AZA COND io 0, 0 KEY PLAN iI EXISTING CONDITIONS PLAN PROJECT No. DATE 12100 AP512005 DRAWN BY CHECKED BY Bs im SHEET N. C 1 SCALE: 1"--20' ,�,z�"���,�� ' �`' � r .#Y .� ��" F''� ���fi��� '�����r Wit' � / 4 � �`�� �'�� � 3 0 0 0 0 U o z 0 0 4 ? g , e • m Lu F-Z <Z O /I � v2�s� tS +' '�.Y + �� - �� �'k :N I y � �.� ,�, al o'l V) -j -j C) w C) to w f z 1 < x t w xt 0 w z w 22 w o 22 W , * w W m 0 % 0 di io 0, 0 ,�,z�"���,�� ' �`' � r .#Y .� ��" F''� ���fi��� '�����r Wit' � / 4 � �`�� �'�� � 3 g , e • m /I � v2�s� tS +' '�.Y + �� - �� �'k :N I y � �.� ,�, al ,�,z�"���,�� ' �`' � r .#Y .� ��" F''� ���fi��� '�����r Wit' � / 4 � �`�� �'�� � 3 SEAL 0 � ,Iq9 GRAPHIC SCALE ao o 10 IN I= I incb — 20 It LEGEND EXISTING ASPHALT 0 0 0 0 EXISTING CONCRETE CHECKED BY EXISTING PAVERS 0 I? 0) EXISTING LANDSCAPE 0 EXISTING TREE X3160.5 EXISTING SPOT ELEVATION EXISTING CONTOUR LINE 77777, EXISTING BUILDING LINE GRAPHIC SCALE ao o 10 IN I= I incb — 20 It -j U-1 O pp r < 0 O ISSUED FOR: No. I DATE I COMMENT A 16/1/04 1 COORDINATION SET E 19/1/0+ 1 ISSUE E F 110/12/041 ISSUE F KEY PLAN EXISTING CONDITIONS PLAN PROXCT No. 1 DATE 0 0 0 0 0 z ce t-0 CHECKED BY 0 I? 4m 0 I? 0) z C2 SCALE: 1 o=20' Lu 0 < z mN U 0 q 0 z 0 w I c) Ill < < U z z w Z LU w U, w - s 0 0 d M, lu N lu W z J 0 z 3 4 U = 2 > .j 1-0 z (1) -j U-1 O pp r < 0 O ISSUED FOR: No. I DATE I COMMENT A 16/1/04 1 COORDINATION SET E 19/1/0+ 1 ISSUE E F 110/12/041 ISSUE F KEY PLAN EXISTING CONDITIONS PLAN PROXCT No. 1 DATE 12100 4105/2005 DRAWN BY CHECKED BY ! � SHEET No. C2 SCALE: 1 o=20' �--�, �.._�% '�,' ��� ��` b.� .: � � d \� > \ . � 2 : | c J. ■ ti fi��Nr Rp _ PEDESTRIAN - - ACCESS A __ L°SElD 10'X 16' TRASH ENCLOSURE It M I! f I I I d I a� I I EXISTING —1 STORM INLET I I I i HEAVY TRUCK TRAFFIC TEMPORARY SIGN ­ _ cr � FENCE LINE t^ - 6' HIGH SHOF � TEMPORARY WALK IN LINE CONSTRUCTION GATE PARKING REMOVE CURB AND GUTTER. -- -..,,_PROVIDE TEMPORARY ASPHALT PAVING AND DRAINAGE TO UMITS OF VAIL ROAD EXISTING STORM INLET L MOVABLE/ -- ADJUSTABLE FENCE PROPOSED TOWER CRANE PAD 12' SWING STABILIZED GATES w .. \` TEMPORARY � PARKING GIN NSTRUCTION to ff / FLAGGER AHEAD (� TEMPORARY SIGN I PEDESTRIAN PED / STREET O o / CROSSING I TEMPORARY cy LOT B 8 MN. 040EOMFINT 9, PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAN. J N.T.S. l H v Y STORM INLET L.IREI INLET It M I! f I I I d I a� I I EXISTING —1 STORM INLET I I I i HEAVY TRUCK TRAFFIC TEMPORARY SIGN ­ _ cr � FENCE LINE t^ - 6' HIGH SHOF � TEMPORARY WALK IN LINE CONSTRUCTION GATE PARKING REMOVE CURB AND GUTTER. -- -..,,_PROVIDE TEMPORARY ASPHALT PAVING AND DRAINAGE TO UMITS OF VAIL ROAD EXISTING STORM INLET L MOVABLE/ -- ADJUSTABLE FENCE PROPOSED TOWER CRANE PAD 12' SWING STABILIZED GATES w .. \` TEMPORARY � PARKING I GIN NSTRUCTION / I ff / FLAGGER AHEAD 1 / TEMPORARY SIGN I PEDESTRIAN PED / STREET 3. W84 TWO SECTIONS OF FILTER CLOTH ADJOIN EACH / CROSSING I TEMPORARY l Qt SIGN 8 MN. 040EOMFINT 9, PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAN. CURB INLET N.T.S. PRO7\ EMSTiNG BACKFRL W STORM INLET LEVEL 149 I GIN NSTRUCTION / I FENCE 1 / TEMPORARY/ I ALTERNATE TEMPORARY SIGN CONSTRUCTION 3. W84 TWO SECTIONS OF FILTER CLOTH ADJOIN EACH PARKING I WASHING - R ANCkiS SHALL CLE.ANEDTO REMO PUB L I C EDIMENT PPoCR OM PUBLIC RICHT -OF -WAY. l Qt WIN WASHING IS REOARED. IT SNAIL BE DONE IN AN AREA STABILM WTH STCRE AND AUtH GRAINS INTO AN APPROVED SEDIMENT MAPPING DEICE 8 MN. 040EOMFINT 9, PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAN. ( 19 FEES ) N.T.S. t 7 LEVEL 138 BACKFRL W /1 LEVEL 149 d 1 Q2g f 58' I SH MIN. 8 INTO GROUND I PR I - BEGIN Uw z z CONSTRUCTION Z �/p v [ FENCE LEVEL 149 INSTALL SILT FENCE OUTSIDE OF SHORING LINE WALK GATE IN � -12' SWING / GATES STABILIZED -CONSTRUCTION ENTRANCE HEAVY TRUCK TR TEMPORARY / LEVEL t6fl 1 TEMPORARY CONSTRUCTION IT PARKING 1__"l i t t PROPOSED TOWER ( 1 f CRANE PAD 1 1 / 1 LINE AT / LINE SHORING LINE / 1 f j / t LEVELS 138 / 1 AND 149 1 /I LEVEL 160 ( r' 1 t / t END SILT ( f FENCE I t Er 1 d CONSTRUCTION TOILETS 1 I _ WALK TE SHORING LINE r _I LLAGE INN PLAZ PHASES I AND II ( r4r frf i ��f/ t t ' r GRAPPA/ NE AND SPRITS 1 ALPENROSE P EMENT AREA A(;E INN PLAZA SES i & B) \ CAUTION -ROAD WORK AHEAD TEMPORARY SIGN � PERSPECTIVE VIEW 0 EAST MEADOW — -- ` - ---_I DRIVE (40' R.O.W.) TRUCKS ENTERING ROADWAY TEMPORARY SIGN ` t � I \ I� ( I ti LEGEND SHORING LINE D--o 6' CONSTRUCTON FENCE THIS PLAN WAS r ` DEVELOPED WITH SILT FENCE / SHAW CONSTRUCTION TEMPORARY PAVEMENT C]I1iC r 1. STONE - USE 2' CRUSHED SCREEN ROCK MESH SPAO 2 UNCM - AS REQUIRED, DUE NOT LESS THAN 50 FEET. 1 THICKNESS - NOT LESS MAN SIX (6) INCHES. END OF CONSTRUCTION C WIDTH - TEN (10) FEET MNC4UM, BUT NOT LESS MEN THE FULL NOM WHERE INGRESS OR EGRESS OCCURS. AREA THANK YOU S FILTER CLOTH -WILL BE Pr= OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE S. SURFACE WATER - ALL SURFACE FLOWING OR DIVERTED TOWARD CONS RUC ON ENTRANCES SHAU, SE PIPED TEMPORARY SIGN ACROSS THE ENiRAMM IF PIPING IS NPRACITGAL. A MOUNTAS.E BERM AM 5:1 SLOPES WILL BE PERMITTED. T. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION 'MUCH ALL PREVENT TRACONG M FLOWING 3. W84 TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OF SEDIMENT ONTO PUBUC RtCHT -OF -WAY. TH MAY REaiRE PERIODIC TOP DRESSING AM ADDITIONAL STOLE AS COC TIMS DEMAND AND REPAIR AND /OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SOMENT p 40 w WASHING - R ANCkiS SHALL CLE.ANEDTO REMO PUB L I C EDIMENT PPoCR OM PUBLIC RICHT -OF -WAY. 0 n WIN WASHING IS REOARED. IT SNAIL BE DONE IN AN AREA STABILM WTH STCRE AND AUtH GRAINS INTO AN APPROVED SEDIMENT MAPPING DEICE 8 MN. 040EOMFINT 9, PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAN. ( 19 FEES ) N.T.S. 1 mop = 20 I1. CONSTRUCTION ENTRANCE � PERSPECTIVE VIEW 0 EAST MEADOW — -- ` - ---_I DRIVE (40' R.O.W.) TRUCKS ENTERING ROADWAY TEMPORARY SIGN ` t � I \ I� ( I ti LEGEND SHORING LINE D--o 6' CONSTRUCTON FENCE THIS PLAN WAS r ` DEVELOPED WITH SILT FENCE / SHAW CONSTRUCTION TEMPORARY PAVEMENT C]I1iC r • < • ISSUED FOR: N. DATE OWMENT A 6/1/04 C OORDINATION SET E 9/1/04 ISSUE E G 11/15/041 RECORD PERMIT SET H 19 (13 /04 RECORD PERMIT SET KEY PLAN CONSTRUCTION STAGING, EROSION CONTROL PLANS AND DETAILS PROJECT No. DATE 12100 4/05/2005 DRAWN BY CHECKED BY BS IA4 SHEET N. C SCALE 1 `=20' / VILLAGE INN PLAZA WMtE EENCE (MN. 14 1/2 GAUGE, SILT FFNCE POSTS STEEL EIMER T OR 0 TYPE ON MESH SPAO 1 BARRIERS TO ALLOW WATER TO POND AND SEDIMENT TO SETTLE / WTHOUT DIVERTING FLOWS AWAY FROM STORM DRAINS. 2 ME AREA MOUND OR N FRONT OF THE STORM INLET PROTECTION SNAIL / BE RELATIVELY FLIT OR EXCAVAM0 TO PROVIDE FOR SEDIMENT DEPOSITION. 3. DES I4 BARRIERS TO ALLOW FOR .. INTO INLET WRING SEVERE S. �v tAPHIC SCALE X. CONSIDER ME POTENTIAL FOR DAMAGE TO ADJACENT AREAS OR INTERFERENCE AM MAFFMC IF WATER PONDS OR INLETS ARE BYPASSED, 3. W84 TWO SECTIONS OF FILTER CLOTH ADJOIN EACH 5. MARK INLETS WITH STAKES OR PO SO THEY CAN BE GLEAMED WRING WAITER p 40 w IF NECESSARY 6. INSTALL FIND MALNTA3N CATCH BASIN FILTERS AT ALE CATCH BASINS 0 n �? QZ 8 MN. 040EOMFINT N.T.S. ( 19 FEES ) ENMROFENCE, OR APPROVED 1 mop = 20 I1. CURB INLET PROTECTION • < • ISSUED FOR: N. DATE OWMENT A 6/1/04 C OORDINATION SET E 9/1/04 ISSUE E G 11/15/041 RECORD PERMIT SET H 19 (13 /04 RECORD PERMIT SET KEY PLAN CONSTRUCTION STAGING, EROSION CONTROL PLANS AND DETAILS PROJECT No. DATE 12100 4/05/2005 DRAWN BY CHECKED BY BS IA4 SHEET N. C SCALE 1 `=20' / VILLAGE INN PLAZA WMtE EENCE (MN. 14 1/2 GAUGE, SILT FFNCE POSTS STEEL EIMER T OR 0 TYPE ON MESH SPAO Z ° ° m r - MVEN UAW. 16' INTO MAX. MESH OPENING CRO" - 3. W84 TWO SECTIONS OF FILTER CLOTH ADJOIN EACH FILTER GLOM: FILTER X. WRAR ICOX, WU o 0 n �? QZ 8 MN. 040EOMFINT 36' MN, FENCE POST S, CNGG YA CLGTk M OYEN ENMROFENCE, OR APPROVED 4' COMPACTED Q ' BACKFRL W un LL _4z Q2g EMBED FILTER OATH 58' MN. MIN. 8 INTO GROUND " z z Uw z z Z �/p v [ az rtz �41. V W V W Z W W W W a W Rte§ m n ,� ` d v a � ° on n m v � � n N W X � N N W Q n: s z w I- U wl � a D: z U` a N � • < • ISSUED FOR: N. DATE OWMENT A 6/1/04 C OORDINATION SET E 9/1/04 ISSUE E G 11/15/041 RECORD PERMIT SET H 19 (13 /04 RECORD PERMIT SET KEY PLAN CONSTRUCTION STAGING, EROSION CONTROL PLANS AND DETAILS PROJECT No. DATE 12100 4/05/2005 DRAWN BY CHECKED BY BS IA4 SHEET N. C SCALE 1 `=20' / VILLAGE INN PLAZA WMtE EENCE (MN. 14 1/2 GAUGE, SILT FFNCE POSTS STEEL EIMER T OR 0 TYPE ON MESH SPAO 2' HARDWOOD, 36 MIN FENCE POSTS. FENCE ADAM ARE, 14 1/2 GA 6' r - MVEN UAW. 16' INTO MAX. MESH OPENING CRO" - 3. W84 TWO SECTIONS OF FILTER CLOTH ADJOIN EACH FILTER GLOM: FILTER X. WRAR ICOX, HEIGHT OF FILTER STABILM A T140N OR APPROVED NT FOLDED. EQUAL 8 MN. 040EOMFINT 36' MN, FENCE POST S, CNGG YA CLGTk M OYEN ENMROFENCE, OR APPROVED 4' COMPACTED 20' NM' BACKFRL W wNDISn;Rem _4z GROUND EMBED FILTER OATH 58' MN. MIN. 8 INTO GROUND �I ON ('ON�TRUCTION NO7E^y_F,.OR FABRICATED 1. WOVEN ARE PENCE TO SE FASTENED SECURELY TO SILT FFNCE POSTS STEEL EIMER T OR 0 TYPE ON FENCE POSTS WTH ARE TICS OR STAPLES. 2' HARDWOOD, 2. FILTER GLOM TO BE FASTENED SECURELY TO FENCE ADAM ARE, 14 1/2 GA 6' WOVEN ARE FENCE WM TIES SPACED EVERY 24` MAX. MESH OPENING AT TOP AND MID SECTION. - 3. W84 TWO SECTIONS OF FILTER CLOTH ADJOIN EACH FILTER GLOM: FILTER X. WRAR ICOX, OTHER THEY SHALL BE OVERLAPPED BY TWELVE INCHES STABILM A T140N OR APPROVED NT FOLDED. EQUAL 4. MAINTENANCE SHAD. BE PERFORMED AS NEEDED AND PREFABRIGAIED UNIT. GEOFAH, MATERIAL REMOVED WHEN '8ULGES' DEVELOP IN ENMROFENCE, OR APPROVED ME SILT FENCE. EQUAL N.T.S. SILT PENCE �a� 0 8165. 8164.1 C12 B1 6 4 �B INLET EET CIO PER CURI I INLET 816).1 X 0 ry 10 0 FIN- FLOOR REFER TO ARCHITECTURAL AND MECHANICAL PLANS FOR DRAINAGE DETAILS ABOVE STRUCTURE AND WITHIN PLAZA AREAS NOTE: AREA DRAIN TYP. u f l t . .•.;� • . i . i .i +4 11111 o .... ..« �. 1111 ..� �-., `��� `— `'""- jam' -- ...,.._. • i s 4 , i' -� .i � in �t =- APV.1 2'j;71'U O Am # �60.47 ST�l CONCRETE CURB FLUUN INSTALL V�I 6" MA)OMUM HEIGHT REFER TO SHEET CIO OBTAIN PERMISSION PRIOR TO CONDUCTING OFF—SITE WORK INSTALL DRAINAGE IN �APPA/ RIM: 81 1 AND SPIRI j�11 1 1'1; 1 G '�, SEE SHEET 0 WE #100 VAIL ROAD 111 1i.N11 VILLAGE INN PLAZA T IN CONDOS PH.5 • sc EAST MEADOW I — No. DATE COMMENT 0 0 0 COORDINATION SET < All 20 ISSUE E 0 Cr w -4- ("1 Z 0 , 3 2 UJI RECORD PERMIT SET I-1z < x z us Q0 z .1, NOTE: z () U, w u w ALL BUILDING ROOF AND LLJ < z AREA DRAINS SHALL DISCHARGE RX AREA DRAIN TYP, RE: ARCH./MECH. • 01 uj 'I uj tu AREA DRAIN TYP. 5; 3 j cc 0 NOTE: AREA DRAIN TYP. u f l t . .•.;� • . i . i .i +4 11111 o .... ..« �. 1111 ..� �-., `��� `— `'""- jam' -- ...,.._. • i s 4 , i' -� .i � in �t =- APV.1 2'j;71'U O Am # �60.47 ST�l CONCRETE CURB FLUUN INSTALL V�I 6" MA)OMUM HEIGHT REFER TO SHEET CIO OBTAIN PERMISSION PRIOR TO CONDUCTING OFF—SITE WORK INSTALL DRAINAGE IN �APPA/ RIM: 81 1 AND SPIRI j�11 1 1'1; 1 G '�, SEE SHEET 0 WE #100 VAIL ROAD 111 1i.N11 VILLAGE INN PLAZA T IN CONDOS PH.5 • sc EAST MEADOW I — VILLAGE I PHASES ALPENROSE GRAPHIC SCALE 10 ( IN FELT I Inch - 10 ft. ISSUED FOR: No. DATE COMMENT 0 0 0 COORDINATION SET E U o Z ISSUE E 0 0 4 ? ISSUE F G 11/1 RECORD PERMIT SET H os e RECORD PERMIT SET u 0 NOTE: uj z ALL BUILDING ROOF AND < z AREA DRAINS SHALL DISCHARGE TO BUILDING MECHANICAL VILLAGE I PHASES ALPENROSE GRAPHIC SCALE 10 ( IN FELT I Inch - 10 ft. ISSUED FOR: No. DATE COMMENT A 6/1/04 COORDINATION SET E 9/1 /04 ISSUE E F 10/12/04 ISSUE F G 11/1 RECORD PERMIT SET H 12/13/04 RECORD PERMIT SET GRADING AND DRAINAGE PLAN I ri LAI WAY kvA 168.8 EXlsm INLET, AREA N ' i a ­kt. ARCH, If 8T615.'O - $166 2 w +iols A A . 1 a ;EQ) o 170.0 (PLAZA) PLANTER DRAIN TYP. 150.6 (BOTTOM OF RAMP RE: ARCH./MECH. p k rx 4 y _ T. IVV NOTE: ALL BUILDING ROOF AND AREA DRAINS SHALL DISCHARGE TO BUILDING MECHANICAL fr % A4L.-ARE I A' REFER TO ARCHITECTURAL AND MECHANICAL PLANS FOR DRAINAGE DETAILS ABOVE STRUCTURE AND WITHIN PLAZA AREAS 4 6. x 4- ijAL 7 'DISCHARGE: TO 1800 ING 'Cl A,5 RqCK WALL Lu zAR 'D 1 ­�R E x 9180.9 CbAAAS.AVkOWN600(�K- TO DRAIN AWAY FROM MA -Re-'MEC14ANICAL GRADE 1 6ARAGE, ENTRANCE. OBTAIN / r 19 'ON 'poc PER MISSION PRIOR TO TRENCH DR • 7. CONDUCTING OFF SITE WORK A BUILDING T BUILDING ELEV — 8170 8171,4 RE: MECHANICAL 0 1 u % +t X 8168.9 GARAGE FLOOR < NOTE: 0, 69.0 ALL BUILDING ROOF AND AREA DRAINS SHALL DISCHARGE TO BUILDING MECHANICAL V ILLAGE INN PLA AREA DRAINS AT LOADING DOCK RE: MECHANICAL ISSUED FOR: N.. DATE COMMENT 6/1/04 COORDINATION SET E 9/1/04 ISSUE E F 10/1 L 2/04 ISSUE F 11/1 5/04 RECORD PERMIT SET H 12/13/04 RECORD PERMIT SET 1 1/15/05 COORDINATION SET L 4/5/05 REVISED PE SET REFER TO ARCHITECTURAL AND MECHANICAL PLANS AREA DRAIN TYP. w " FOR DRAINAGE DETAILS RE- ARCH./MECH. X$ 169.8 ABOVE STRUCTURE AND WITHIN PLAZA AREAS RE- LANDSCAPING PLANTING REQUIREMENT KEY PLAN AREA DRAIN TYP. R AREA DRAIN TYP. E: ARCH./MECH. RE. ARCH./MECH. RJESrA URANT FFE.. 8170.0 70 qp­ GRADING AND 7 " DRAINAGE PLAN H CTURE STRU 5) r PROXCT No. DATE 12100 05/2005 BELOW DRAWN BY CHECKED BY % ss jm SHEET N, C9 '73 (PtAN11E w w � r •,� ,.,�,• , ,— ,..`te �� . — f /( IN F SCALE: 1"=101 FIN: FLOOR 8167 EXlsm INLET, AREA N ' i a ­kt. ARCH, If 8T615.'O - $166 2 w +iols A A . 1 a ;EQ) o 170.0 (PLAZA) PLANTER DRAIN TYP. 150.6 (BOTTOM OF RAMP RE: ARCH./MECH. p k rx 4 y _ T. IVV NOTE: ALL BUILDING ROOF AND AREA DRAINS SHALL DISCHARGE TO BUILDING MECHANICAL fr % A4L.-ARE I A' REFER TO ARCHITECTURAL AND MECHANICAL PLANS FOR DRAINAGE DETAILS ABOVE STRUCTURE AND WITHIN PLAZA AREAS 4 6. x 4- ijAL 7 'DISCHARGE: TO 1800 ING 'Cl A,5 RqCK WALL Lu zAR 'D 1 ­�R E x 9180.9 CbAAAS.AVkOWN600(�K- TO DRAIN AWAY FROM MA -Re-'MEC14ANICAL GRADE 1 6ARAGE, ENTRANCE. OBTAIN / r 19 'ON 'poc PER MISSION PRIOR TO TRENCH DR • 7. CONDUCTING OFF SITE WORK A BUILDING T BUILDING ELEV — 8170 8171,4 RE: MECHANICAL 0 1 u % +t X 8168.9 GARAGE FLOOR < NOTE: 0, 69.0 ALL BUILDING ROOF AND AREA DRAINS SHALL DISCHARGE TO BUILDING MECHANICAL V ILLAGE INN PLA AREA DRAINS AT LOADING DOCK RE: MECHANICAL ISSUED FOR: N.. DATE COMMENT 6/1/04 COORDINATION SET E 9/1/04 ISSUE E F 10/1 L 2/04 ISSUE F 11/1 5/04 RECORD PERMIT SET H 12/13/04 RECORD PERMIT SET 1 1/15/05 COORDINATION SET L 4/5/05 REVISED PE SET REFER TO ARCHITECTURAL AND MECHANICAL PLANS AREA DRAIN TYP. w " FOR DRAINAGE DETAILS RE- ARCH./MECH. X$ 169.8 ABOVE STRUCTURE AND WITHIN PLAZA AREAS RE- LANDSCAPING PLANTING REQUIREMENT KEY PLAN AREA DRAIN TYP. R AREA DRAIN TYP. E: ARCH./MECH. RE. ARCH./MECH. RJESrA URANT FFE.. 8170.0 70 qp­ GRADING AND 7 " DRAINAGE PLAN H CTURE STRU 5) r PROXCT No. DATE 12100 05/2005 BELOW DRAWN BY CHECKED BY % ss jm SHEET N, C9 '73 (PtAN11E w w � r •,� ,.,�,• , ,— ,..`te �� . — f /( IN F SCALE: 1"=101 O' DA, 0+00 0+43.50 STORM SEWER RU� m M 0 00 Z + 816OF- U) w V) EXISTING 2 r8150 PIPE TO BE REPLACED DURING VAIL ROAD WATER LINE CONSTRUCTION, DESIGN BY OTHERS. Dom* it SWTMY qvA REVATION APMNYAIE DATUM ELEV 8140.00 oo 0" w L q ;w V) (0 EXISTING w C14 '(n 0�'�'! -'7�r F- -It ct U')oo a cz �- PROPOSED GROUND 0 2 z n V) z 0, c z z z FINISHED FINISHED cli lz� W 10' 0 w Ix 0 + - 0 DO > " GRADE wsnwcAs GRADE La 10 I Q DO > > > r �i>> Z Z w w LO 4N ' 40 U) z Z � (D '00 Lq O It t0 G Lu -j 0 00 00 :.Zl < �A Z < C � 4 C-4 2 1 00 t m W - r 00 w 8180 O I A. A..' 5R a co 0 00 Z + 816OF- U) w V) EXISTING 2 r8150 PIPE TO BE REPLACED DURING VAIL ROAD WATER LINE CONSTRUCTION, DESIGN BY OTHERS. Dom* it SWTMY qvA REVATION APMNYAIE DATUM ELEV 8140.00 oo 0" w L q ;w V) (0 EXISTING r) DO W C14 '(n 0�'�'! -'7�r F- -It ct U')oo a cz �- PROPOSED GROUND w z n V) z 0, c z z z FINISHED FINISHED cli lz� W 10' 0 U) w a6 Z �2 - U LO - , '0 0 '1' °0,_..> 0 + - 0 DO > " GRADE wsnwcAs GRADE La 0 1-- w 0 0:: w DO > > > r �i>> Z Z w w , z U) z Z � (D L--91.4V 18" CPP x DO DO C (0 Z S =2 ------------ - - �A 0 3 C pp L w 00 w 8180 O I A. A..' J= + 0 0 00 2 P 0 4V P 0 0 LJ tO (ID 0") x p t&VAMN - X� �u "G W u Lo pz 6 oRZZ9w "t G N —A APPROMMW A t6 DO LO in EXISTI 0�4 �2 :t &5 (' I-0 A 21 Z MtSSION-FROM-ADJACENNT- PROPERTY OWNER TO CONDUCT_ OFF-SITE WORK PRIOR TO olemc L < EMS� WA To A : - 0"A '02, X O T-4s Z6 00 Z o m lnn*K.c CONNECT TO EXISTING CUR EXISTING CURB B a z UX�AT� ASSIWVD — INtET - WTH - IS HID r-PIPE. ------------ ED CORE EXIST14G ET AS INL ET r T AS 0 OTHM! NECESSARY AND P RO P ROVIDE (L 0 GROUT SEAL AROUND NEW PIPE. Of o 0, ua (0 C" I r) '0 1 FO 00 00 Do co 0+00 1+00 STORM SEWER RUN B 2+00 00 00 OD ,!-t. �-k z z ul < < Z ,, z 3 2 2 - 0 m o w w i m , i m , m o6 cli W c-=";5 (n + F 0 C4 0 zz D a. --OL < >> >j > ::E t; K K 9 V SEE MECHANICAL FOR CONTINUATIC a 8170 vv EXISTING - Z < GROUND '0 w 5 Lu EXISTING GROUND w L q ;w V) (0 R PROPOSED P r) DO W FINISHED I FINISHED N t2 µ to to to GRADE GRADE w Cf ca cli lz� W 10' 0 U) w a6 Z �2 - U LO - , '0 0 '1' °0,_..> w w 0 + 0- - ) 0 ozzz La 0 1-- w 0 0:: w - Z Z w w , z U) z Z � (D L--91.4V 18" CPP CO DO DO C (0 Z Lj.j Rh 0 DO 'C!. L w 00 w 8180 O I C> 't - 0- t= J= + 0 0 a. + 00 0 ZZ 0 0 > 2 x N 0. -+-7t — to 0 R a. oRZZ9w z Lu Z 8170 SL--2.007- INSTALL CONCRETE FLOWFILL DATUM ELEV 46160.00 _ -j UO z O:r co w 0 :E uj,:,� Lu 0 m BE 6i z Ce (0 z Dom W w w L q ;w V) (0 N X r) DO W J uStoin — 00 µ to to to 00 00 e^% CO µ r 0 �2 <—Zz 0)--- --- vi 0—�q Z2 ca cli lz� W 10' 0 U) w a6 Z �2 - U LO - , '0 0 '1' °0,_..> U) 0 + 0- - ) 0 ozzz O 0 1-- w 0 0:: w g:�>>>> 0- &(AZ D 0- V)Fxzzzz(l) , z U) z tu () L--91.4V 18" CPP sL=1,54% S L=58.41' 18" Cpp sL--1.2!7* w Lj.j Rh s r1l 0 z <0 w CO tV 0 t0 N N 0. -+-7t — to 0 — -------------- t W z Lu Z 1 w in + 0�4 (' I-0 A 21 MtSSION-FROM-ADJACENNT- PROPERTY OWNER TO CONDUCT_ OFF-SITE WORK PRIOR TO INSTALLATION OF TEE O Z6 00 GO PROPOSED FINISHED GRADE 8160 0+00 1+00 STORM SEWER RUN C Z 0 0 0 0 0 WV h 0 DRAM BY C BY <—Zz CH SHEET N.. ci 1 HMZONTAL NW < _j _j z < Lu 1 z = 01., 22 x , z tu () w Z W w w Lj.j Rh s r1l 0 uj N 0. w < W Z 1 w ac w 0 Z 0�4 (' I-0 A 21 SEAL 1 1 TIM- . k I I E 19/1/04 1 ISSIA PLAN PROJECT No. DATE 12100 4/2612005 DRAM BY C BY DL CH SHEET N.. ci 1 HMZONTAL SCALE' 1'-20' VERTICAL SCALE: Z 22 t� :Fc (n om 0 M w < to E2 0 6 I I z 000 0— ZZR ZZ9 SEE MECHANICAL FOR CONTINUATION ASI#23 '' s �� 0 o UQ 0 0 o 0 Z was! LLJ P z E EDIAN NORTH LANES I . FINAL ASPH ALT AND AGGREGATE BASE 2' -------- 6" 1 COURSE THICKNESS SHALL BE APPROVED < z 71 PAYED BY THE GE TECHNICAL ENGINEER AND THE SHOULDER TOWN OF VAIL 2, PROVIDE INFRARED PATCH ON ALL NEW ASPHALT SEAMS. 0 ° ° INSTALL 6' AGGREGATE 3. ALL WORK IN THE SOUTH FRONTAGE ROAD SHALL COMPLY WITH CDOT STANDARDS AND SPECIFICAIIONS. -CC _j 00 < _j - < MATCH EXISTING EDGE BASE COURSE-CLASS INSTALL 18' SPILL OF ASPHALT (TYPICAL) , 6 w 6 1 (TYPICAL) CURB AND GUTTER 0 zx — tu 3 3 - w 2 RE, LANDSCAPE PLANS 2:6 ( 5 FOR ADDITIONAL DETAILS = z < z w W SECTION A—A z U0, u U 21 2 SCALE: I - 5• 0 0 (D 0 CD t, u.j 27' _ 13' MEDIAN NORTH LANES 2—. 1. FINAL ASPHALT AND AGGREGATE BASE COURSE THICKNESS SHALL BE APPROVED a ca 7 0 A A P AYE D SHOULDER BY DIE GEOTECHNICAL ENGINEER AND THE TOM OF VAIL z ul I 2. PRO INFRARED PATCH ON ALL NEW ASPHALT SEAMS Lu 3, ALL WORK IN THE SOUTH FRONTAGE ROAD I INSTALL V STAL 6 E ATE MATCH "STING EDGE BASE COON AGGREGA MATCH E)GSTING EDGE SE-CLASS-, BASE UT I. SHALL COMPLY WITH CDOT STANDARDS AND SPECIFICATIONS. N 0.: W - <i _j L INSTALL SPILL OF ASPHALT (TY m"-Bx"L OF ASPHALT ") ( INSALL 10 ) AL (TYPICAL) CURB AND GUTTER RE: LANDSCAPE PLANS 11 LANDSCAPE PLANS FOR ADDITIONAL DETAJLS Jz 0 er SECTION B-8 CA: z 0 SCALE: 1' 5* 2 SEAL MEDIAN NOR CmxT_ 2' —I 1' 6' —12 12' 2'- 1, FINAL ASPHALT AND AGGREGATE BASE A A COURSE THICKNESS SHALL BE APPROVED SHOULDER BY T14E GEOTECHNICAL ENGINEER AND THE DOWN 1 0 RAMP DOWN 10 TOM OF 1 1AIL. 2. PROVIDE INFRARED PATCH ON ALL NEW P iA . ° M _ _A INSTALL 6 AGGREGATE ASPHALT SEAMS. 3. ALL WORK IN THE SOUTH FRONTAGE ROAD SHALL COMPLY NTH CDOT STANDARDS AND SE_ 6 MATCH EXISTING EDGE INSTALL 4' AGGREGATE ( TYPICAL) INSTALL Is' SPILL OF ASPHALT (TYPICAL) (NSTALL 6 BASE COURSE -CLASS CLASS CURB AND CUTTER CORETE * BASE COURSE-CLASS 6 CRDOSS -PAN (TYPICAL) SPECIFICATIONS. RE' LANDSCAPE PLANS FOR ADDITIONAL DETAILS SECTION C—C SCALE: I - 5! Lu r rnJ EXISTING CURB AND < GUTTER TO REMAIN N < EXISTING MEDIAN EXISTING CURB AND GUTTER TO REMAIN PROPOSED 18* SPILL CURB < MATCH EXISTING AND GUTTER " AND GUTTER > REFER TO LANDSCAPING SOU PLANS FOR PLANTING 7-H A " REQUIREMENTS T, CC PROPOSED VMITE LANE STRIPING (TYPICAL) v CA) El PROPOSED DASHED WHITE A LANE STRIPING (TYPICAL) .SH EET! EXISTING CURB AND PROPOSED 31' GUTTER TO REMAIN ISSUED FOR: CONCR *00 ETE 12 11, DATE CMMENT PAN 6/1/04 COORDINATION SET E 9/1/04 ISSUE E PROPO P 0 "0 F 10/12/04 ISSUE F DRAINA INLET 1 +00 PROPOSED SOLID YELL OW G lIZ15/04 RECORD PERMIT SET 27 :STRIPIN& (2) UkES� H 12 13/04 RECORD PERMIT SET y 1 1/15/05 COORDINATION SET L 4/5/05 REVISED PERMIT SET 12 PROPOSED i8 ILL CURB .11)' GUTTER " 12 Ap,.;� O SEE PROFILE 12' PROPOSED DASHED SHEET 015 LANE STRIPIN '(TYPICAL) EXISTING CROSS, EXIs E X IS TING i ..Sl EE:•PROFU, 1. 4 - PR DRAIN IN PAN ACCESS' REFER- TO SHEE E T C14 v " FOR WORK IN? T I. GATEWAY BUILDING KEY PLAN y� i ".././ " I 4 �• ' �'' .:�� `� I 771 '�.�"" +- •� SOUTH FRONTAGE i �y ~ w W \ALLAGE INN I PLAZA ROAD PLAN PROJECT N.. DATE I I a 4/05/2005 DRAM BY CHECKED BY ��. GRAPHIC SCALE CROSSROADS 0 BS im A CONDOMINIUN SHEET Na C13 IN FEET I inch - 20 [L SCALE: C 4 IN INSTALL CURB RAMP M ACCORDANCE WITH &S STANDARDS VILLAGE INN PLAZA ASPHALT D ISSUED FC117 I I DATE ICOMMENT I INFIRM TOPOGRAPHIC INFORMATION PROVIDED BY: PEAK LAND CONSULTANTS, INC. SOUTH FRONTAGE ROAD PLAN - PROXCT No. I DA7 GRAPHIC SCALE ( IN FEET) I inch - 20 ft, 1 0 0 < Z 0 < 0 w 0 o w" 2 Lu Z Zw z X z < g a a " .) Lu () w Z W w W w 00 (D LLJ R 0 ry 0 0 W 0 w v a 3 0 N z a � 0 M L Z- Uzi 10 _j Z M.0 E Z l'- 0 —j Lu 0 r < NQ < _ PLAN Bs 11M SHEET N, C14 SCALE: 1 *=20' BY 0 0 0 0 Z 0 0 4 IN INSTALL CURB RAMP M ACCORDANCE WITH &S STANDARDS VILLAGE INN PLAZA ASPHALT D ISSUED FC117 I I DATE ICOMMENT I INFIRM TOPOGRAPHIC INFORMATION PROVIDED BY: PEAK LAND CONSULTANTS, INC. SOUTH FRONTAGE ROAD PLAN - PROXCT No. I DA7 GRAPHIC SCALE ( IN FEET) I inch - 20 ft, 1 0 0 < Z 0 < 0 w 0 o w" 2 Lu Z Zw z X z < g a a " .) Lu () w Z W w W w 00 (D LLJ R 0 ry 0 0 W 0 w v a 3 0 N z a � 0 M L Z- Uzi 10 _j Z M.0 E Z l'- 0 —j Lu 0 r < NQ < _ PLAN Bs 11M SHEET N, C14 SCALE: 1 *=20' BY EXISTING GRADE --� MATCH EXI! CURB ELEV] On . N ro 00 8190 un nw R 5180 DATUM ELEV U) 8170.00 04 3+00 2•00 1+00 NORTH MEDIAN EDGE OF ASPHALT PROFILE PV1 STA = 1+73.50 PV1 ELEV = 8179.51 A.D. = -0.75 K = 133.39 EXISTING GRADE -,___ ," I a 0+00 00 0) co CO C�n ro PV1 STA = 0+4913 8160.00 6WOO 0 - -: 0? to (0 " 0 Hi 6 7 CO N ?R T co A.D. = -8,00 tI it 11 > w 1 W - (A 030 t1 CA uJ - 10.00 VC Z � T ^ 2 U.1 a-5 <C,1,6 0 00 MATCH EXISTING --2,0( to 0 L, + FO + < to 0 6 to 0 6 00 + IN 00 _j W Q1 w 00 Do--- cq M + + to DO w > 0-0- Q., -2. $$% 5 w Do X z �<; f 7 O C,4 w ul 0- EL R ,.99 00 + DO 4 (0 00 -1.00 W a. 5 1- > 0 5 Q5 a 0- I II II uj CL .78-6 N > 0 MATCH EXISTING \ ui to -40, IMATCH t. MATCH EISTING FINISHED GRADE GRADE c� 06 (un) 5: 5: EXISTING - % ( to r , 0 0 Z z c� 0 0 DO 00 (0 TRENCH DRAIN C r F-1 (0 ,6 1 , z o d od 1 �2 �2 RIM 8173.00 c � Do o2 2- PROPOSED FINISHED GRADE i5 (0 00 > L 4 TING izo 00 w MATCH EXISTING GRADE ,, 5; (n (L 0 TION EL 5 CL CL 0 C) 00 0 n C016 -- I 0 , CO r N "i t Do Cu Do co 00 F, Do co Do DO On . N ro 00 8190 un nw R 5180 DATUM ELEV U) 8170.00 04 3+00 2•00 1+00 NORTH MEDIAN EDGE OF ASPHALT PROFILE PV1 STA = 1+73.50 PV1 ELEV = 8179.51 A.D. = -0.75 K = 133.39 EXISTING GRADE -,___ ," I a 0+00 00 0) co CO C�n ro 3 +00 2+00 1+00 SOUTH MEDIAN EDGE OF ASPHALT PROFILE PV1 STA = 0+4913 8160.00 6WOO 0 - -: 0? to (0 " 0 Hi 6 7 CO N ?R T co A.D. = -8,00 tI it 11 > w 1 W - (A K = 1.25 uJ - 10.00 VC Z � T ^ 2 U.1 a-5 <C,1,6 CL MATCH EXISTING --2,0( to 0 L, + FO + < to 0 6 to 0 6 00 + IN 00 _j W Q1 w 00 Do--- cq M + + to + co w 0 > < m � 0-0- Q., -2. $$% 5 w Do X z �<; 2.33 � � 7 1 w (.) W 212 w ul 0- EL R ,.99 00 + V) w V) w V) W -1.00 0- - a. 5 1- > 0 5 Q5 a 0- 5 5: CI CL 3 0 Z uj CL V) N 0 MATCH EXISTING \ ui to -40, IMATCH t. MATCH EISTING FINISHED GRADE GRADE c� 06 C-4 r- Oq EXISTING ( to r , 0 CURB ELEVATION Z z c� 0 0 DO 00 (0 TRENCH DRAIN C r F-1 (0 ,6 1 , 00 r o d od 1 �2 �2 RIM 8173.00 c � Do o2 2- 00 00 i5 (0 00 > L 4 DO 00 izo 00 3 +00 2+00 1+00 SOUTH MEDIAN EDGE OF ASPHALT PROFILE PM STA = 0+25,43 PVI ELEV = 8174.84 A.D. = -8.00 K - 1.25 10.00 VC uj Q. CL r � PROPOSED I I \- FINISHED - I TRENCH DRAIN GRADE I RIM 8173.00 DATUM ELEV 8160.00 0+00 0+64.37 PARKING GARAGE WEST CURB LINE PROFILE DATUM E LEV PV1 STA = 0+4913 8160.00 PM ELEV = 8174.65 A.D. -6.45 A.D. = -8,00 K = 1.55 K = 1.25 uJ - 10.00 VC Z � T ^ 2 U.1 a-5 <C,1,6 CL MATCH EXISTING --2,0( to 0 L, + FO + < 4' CONCRETE CROSS-PAN 8180 FLOWLINE STA: 0+02 - ELEV. 8175.45 00 BACK OF PAN STA: 0+04 - ELEV: 8175.60 8170�-- 00 Do--- 1 EXISTING GRAC w 0+00 0 > < m � i� in III � 5 w z X z �<; I- > () UJ 1 w (.) W 212 w ul LLI R ,.99 00 -1.00 0- - a. 5 1- > Z uj CL N 0 MATCH EXISTING ui to -40, - Q00 0 t. CURB ELEVATION z c� 06 C-4 r- Oq o) ( to r , + Z 0 Z oz DO TRENCH DRAIN 8170 IF 4�1 RIM 8173.00 i5 (0 w - W > L 4 w 5; ,, 5; (n (L EXISTING GRADE EL 5 CL CL PM STA = 0+25,43 PVI ELEV = 8174.84 A.D. = -8.00 K - 1.25 10.00 VC uj Q. CL r � PROPOSED I I \- FINISHED - I TRENCH DRAIN GRADE I RIM 8173.00 DATUM ELEV 8160.00 0+00 0+64.37 PARKING GARAGE WEST CURB LINE PROFILE DATUM E LEV 0 8160.00 DATUM ELEV A.D. -6.45 Tu) K = 1.55 0.n- 11 uJ 8160.00 8180 0 P2 z ¢ Z U.1 a-5 <L6,6 EXISTING GRADE a- Cli CL MATCH EXISTING --2,0( 0+00 ROADWAY ELEVATION - -. < 4' CONCRETE CROSS-PAN 00 FLOWLINE STA: 0+02 - ELEV. 8175.45 00 BACK OF PAN STA: 0+04 - ELEV: 8175.60 8170�-- 00 1 EXISTING GRAC PM STA = 0+25,43 PVI ELEV = 8174.84 A.D. = -8.00 K - 1.25 10.00 VC uj Q. CL r � PROPOSED I I \- FINISHED - I TRENCH DRAIN GRADE I RIM 8173.00 DATUM ELEV 8160.00 0+00 0+64.37 PARKING GARAGE WEST CURB LINE PROFILE DATUM E LEV 8160.00 DATUM ELEV A.D. -6.45 DO K = 1.55 CURB ELEVATION uJ 8160.00 i 11 11 0 P2 z ¢ Z > 1-- w <L6,6 EXISTING GRADE a- Cli 00 U O 0+00 0+42.29 PARKING GARAGE ENTRY CENTERLINE PROFILE PARKING GARAGE EAST CURB LINE PROFILE Z Q 0 0 DATUM ELEV A.D. -6.45 DO K = 1.55 CURB ELEVATION uJ 8160.00 i 11 11 0 P2 z ¢ Z > 1-- w <L6,6 EXISTING GRADE a- Cli 8170 U O h LL + 0 0 DO + �- DO < CO 00 00 DO 00 0+70.02 w 0+00 PARKING GARAGE EAST CURB LINE PROFILE Z Q 0 0 0 0 A.D. -6.45 DO K = 1.55 CURB ELEVATION uJ 11 i 11 11 P2 z ¢ Z > 1-- w <L6,6 EXISTING GRADE a- Cli 8170 U O h LL + 0 0 DO + �- DO < CO _j _j < (L 8180 0 w 0 <'a w w Z = < 0 w x z X z Z I- > () UJ w w 2 (.) W 212 w ul LLI R ,.99 00 0 Z uj N 0 z w .1 3: -i �i cc z ( SEAL • 4 i ISSOED LO .7. MI. I ... KEY PLAN GARAGEENTRY AND SOUTH FRONTAGE ROAD PROFILES PROXCT No. DATE 12100 4/05/2005 DRAM BY CHECKED BY Bs )m SHEET N. C15 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: ju� _ PV1 STA = 0+44.64 PV1 ELEV = 8175.71 L MATCH EXISTING A.D. -6.45 DO K = 1.55 CURB ELEVATION 10.00 VC 11 i 11 11 > 1-- w <L6,6 EXISTING GRADE a- Cli 8170 uy h LL + 0 0 DO + �- DO + 0 CO , 11 11 0) a- (L 8180 w (A w W 0 w 0 ca I- > > > ,.99 "5 +m L MATCH EXISTING 0 DO Z w 0 00 CURB ELEVATION 11 11 i 11 11 > 1-- w 0 - 8170 uy w -I- -j a- (L TRENCH DRAIN RIM 8173.00 8190 L4 LJ 167. 8180 DATUM ELEV to 817'0.00 OD 0+00 co O -.. EE Er Ec i I I A 1 LOT A GENERAL NOTES: 1. it is the Contractor`s respmsiblity to fie,14 iotote ail utilities, irrigation line% efeabia l lines, tight poles, atc, on site prior to construcfim. 2. The Contractor Is warned that cmftlats wkh w0r g uiiity s.N— may exist Prior to begnnng my crost uabon, the , Cmtracto shall contact all approprrioie utility companies far lino lecath"" He shelf than locate all utilities chiding depth). Any conflicts with the proposed crostructim shall be brought to the oitmtlm o1 the Engineer era tfiol minor ine a grads charges cm bo. mach to etknnote any emfitet. with thex existing utilities. All existing utilities shall be protected fron damage by the Contractor. Damaged utilities shall be repaired by the Contractor at no ..pans. to Owner. 3. Cant —tar shoo obtain Of his expense Ott permits and inspecttms which are ...seory to perform the proposed wok. 4• Controcto a"I not vale drawngs far "'t"a"m purpaxs. Any misaing dimensions or disseponal.. in plans. field slokng a physical features ah-9 be brought to the oIteritl- of the Engines, If Contractor ;,, a .der with the work without natifying the Engineer, he daces x at his own rink. 5. Safety is the responsibility of the Contrcctor. The Engines I. not responubla for safety in, on, or about the project site, nor for compltmco by the oppropriote wty with. any regulotions relating hereto. 6. The Contractor shalt provide all tight signs, borrlc.das, Aogmm or other devices necosecry to provide far pt bite safety in cord nce with the current Manual an Uniform Traffic Control Datives. 7. a ontfactor Is to prelic. dewoterng far groundwater eneourf —d g ..mvotim and trenching. Engines Is to be notified imm.djatdy If groundwater is encountered. 8. The generate controat., is to keep a copy al the construciim pions at the site at oil times. 9. Cantroctor shelf moint.l..s —bait set of drawings of the site with two ties to a psmmmt mmumenl. 10. Compnetion of placed motsals in public roadways steel conform to project spsclf tlms. GRAPHIC SCALE m w { IN FEET ) 3 inch - 20 iL I 7 (DESIGN BY OTHERS) RIM ELEV. - 8159.7' i SHEET No. C1 6 SCALE 1'=20` GAS STATION MM re SEWER MANHOLE MH -01 RIM s 8165.8 _ 8" INV IN (N) 61644 4 INV IN NI 8163.3' 8" INV OUT +. 8154,3' f TAP EXISTING GAS LINE FOR BUILDING SERVICE LINE " INSTALL : SANITARY SEWER EANOUT ASI}23 RESTORE VAIL ROAD, WALKS AND CURB AND GUTTER SECTIONS PER DETAILS AND TOV STANDARDS LOT B I d INSTALL TWO (2) TRANSFORMERS WITH 7.0'X7.0 ' VAULT FINISHED GRADE: 8178.0 GATEWAY BUILDING EXISTING WATER LINE TO BE RELOCATED. DESIGN BY OTHERS HOLIDAY HOUSE CONDOMINIUM CONNECT TO EXISTING SANITARY SEWER LINE WITH 8" SERVICE SADDLE. ELEVATION SHALL BE FIELD VERIFIED 5EIR MANHOLE RIM ELEV. - 8158.9' 8" INV IN (N) - 8150.5' -._••_ 8° INV IN (E) - 8150.6' 8• INV OUT (S) - 8150.4' t P •' 1 I ' ^ EXISTING GAS METERS 6E'...,�,•„"``*�:...•.i f - ^'-,' -EA-- •. "°•� +. EP�wx.... =� Y z Uj �, ""your..'._ 7tY O w,£gBEMEkT. PIRL' '�?7�QAN�'� ��• > .�- v 0 W < �7 J a z �J � � o PRq�'OS$D.o 01P WATfR sasRWa —y a X z { 7 iNG$$1 .8188'5 {AY INWINO) . w.6 agCK wAU �! _ c F- o CID �' f PN}" $ Et£OTQIO ( Y m W W w. w SEAL • r t. � 9�RrA,GE ..� .. y w •• w � ' v LL 1 ROCK WALL I 1 i4 ` _ I W / 1 � I I i c„ W VILLAGE INN PLAZA INSTALL 8" PVC i SANITARY SEWER LINE SEE PROFILE SHEET C17 I LU PROPOSED GAS METER LOCATION RE: MECHANICAL INSTALL SANITARY SEWER MANHOLE w y w ^ SEE PROFILE SHEET C17 w w L tii�+ °w I O .. I t ST TO FINISHED GRADE ELEVA J INSTALL VO MANHOLE LEGEND --- EPH -- E)ASTING PHONE ---- EE --- ElASTING ELECTRIC -- -2E- -- 2 ELECTRIC LINES --- 3E ----- 3 ELECTRIC LINES --- 5E-- -- 5 ELECTRIC LINES — EG — EXISTING GAS — ETV — EXISTING CABLE TV —•- EW-- -- EXISTING WATER — ES— E7ASTING SEWER Q GAS METER -- PPI- -- PROPOSED PHONE LINE — • --f99° PROPOSED SANITARY SEWER --PW PROPOSED WATER — iCTV --- PROPOSED CABLE TV — PE PROPOSED ELECTRIC —PO- -- PROPOSED GAS LINE •. . SANITARY SEWER MANHOLE GRAPHIC SCALE m w { IN FEET ) 3 inch - 20 iL I 7 (DESIGN BY OTHERS) RIM ELEV. - 8159.7' i SHEET No. C1 6 SCALE 1'=20` GAS STATION MM re SEWER MANHOLE MH -01 RIM s 8165.8 _ 8" INV IN (N) 61644 4 INV IN NI 8163.3' 8" INV OUT +. 8154,3' f TAP EXISTING GAS LINE FOR BUILDING SERVICE LINE " INSTALL : SANITARY SEWER EANOUT ASI}23 RESTORE VAIL ROAD, WALKS AND CURB AND GUTTER SECTIONS PER DETAILS AND TOV STANDARDS LOT B I d INSTALL TWO (2) TRANSFORMERS WITH 7.0'X7.0 ' VAULT FINISHED GRADE: 8178.0 GATEWAY BUILDING EXISTING WATER LINE TO BE RELOCATED. DESIGN BY OTHERS HOLIDAY HOUSE CONDOMINIUM CONNECT TO EXISTING SANITARY SEWER LINE WITH 8" SERVICE SADDLE. ELEVATION SHALL BE FIELD VERIFIED 5EIR MANHOLE RIM ELEV. - 8158.9' 8" INV IN (N) - 8150.5' -._••_ 8° INV IN (E) - 8150.6' 8• INV OUT (S) - 8150.4' t P •' 1 I ' ^ EXISTING GAS METERS 6E'...,�,•„"``*�:...•.i f - ^'-,' -EA-- •. "°•� +. EP�wx.... =� Y z Uj �, ""your..'._ 7tY O w,£gBEMEkT. PIRL' '�?7�QAN�'� ��• > .�- v 0 W < �7 J a z �J � � o PRq�'OS$D.o 01P WATfR sasRWa —y a X z { 7 iNG$$1 .8188'5 {AY INWINO) . w.6 agCK wAU �! _ c F- o CID �' f PN}" $ Et£OTQIO ( Y m W W w. w SEAL • r t. � 9�RrA,GE ..� .. y w •• w � ' v LL 1 ROCK WALL I 1 i4 ` _ I W / 1 � I I i c„ W VILLAGE INN PLAZA INSTALL 8" PVC i SANITARY SEWER LINE SEE PROFILE SHEET C17 I LU PROPOSED GAS METER LOCATION RE: MECHANICAL INSTALL SANITARY SEWER MANHOLE w y w ^ SEE PROFILE SHEET C17 w w L tii�+ °w I O .. I t ST TO FINISHED GRADE ELEVA J INSTALL VO MANHOLE a 7 / i < � ON EXISTING 8" SANITARY SEWER SERVICE STRUCTURE RIM: 8159,61 BELOW ROTATE CONE SECTION TO PLACE MANHOLE COVER OUT OF PROPOSED PAVER WALK •?"; RECONNECT EXISTING BUILDING SERVICE LINE n _;' IN (EXISTING): UNKNOWN INVERT IN (VPH GRAVITY): 8154.2 .' .'INVERT OUT: 8154± (ASSUMED) •. / ( ,CONTRACTOR SHALL VERIFY INVERT ELEVATIONS r ,••`•• -' ,� - Ps�:••.•t� �� // /Sill • • • • • "' • z ��• •. . PROPOSED SANITARY f ' I VILLAGE INN PLAZA VI IN N Pau 8" INV IN (W) a 8149.8' SEWER CLEANOUT r PHASES I AND R PHASES i & 11) WER SERVICE BEEN FIELD VERIFIED CLEANOUTS INVERT: 8155.00 ' � 9 INV OUT (S) m 8149.5' �► CONNECT TO BUILDING {: i- •'. SANITARY SEWERj1 ATION HAS NOT ° sANITARY E EN FIELD VERIFIED SEWER , ISSUED FOR: . ._. ..: .. •�" ELECTRI / ( No. DATE COMMENT •?"; RIM ELEV. +e 8157.4' ( �, FI D ' VERIFlED Ps�:••.•t� �� // /Sill • • • • • "' • c ��• •. . SEWER CLEANOU STING SANITARY LOCATION HAS NOT SANITARY SEWER 8" INV IN (W) a 8149.8' _ s ! WER SERVICE BEEN FIELD VERIFIED CLEANOUTS + �i4♦, N+�`�,'.+ ♦t1w.':Sts�'o�s•'%.a:' •'�' % � ' � 9 INV OUT (S) m 8149.5' �► ` �s.. r.,_., ATION HAS NOT EN FIELD VERIFIED ��� i Iu VILLAGE INN PLAZA sat— ­;.- • i1 _ _ 1 V I KEY PLAN RECEIVED APR 2 t II ES 1 ES ES CONNECT TO EXISTING CABLE S SE OT TELEVISION SERVICE PEDESTAL EXISTING WATER LINE TO BE RELOCATED. z #62 EAST REFER TO •• DRIVE PLANS FOR 1133111-Y-RFJWI& it", SEWER MANHOLE •?"; RIM ELEV. +e 8157.4' ( �, FI D ' VERIFlED 8 INV IN (N) - 8149.6' •. . SEWER CLEANOU STING SANITARY LOCATION HAS NOT SANITARY SEWER 8" INV IN (W) a 8149.8' _ s ! WER SERVICE BEEN FIELD VERIFIED CLEANOUTS 9 INV OUT (S) m 8149.5' ATION HAS NOT EN FIELD VERIFIED fIOO VAIL ROAD i Iu VILLAGE INN PLAZA CONDOS PH,5 S SE OT \ EXISTING WATER LINE TO BE RELOCATED. z G1� f DESIGN BY OTHERS cS Ew- - - ey Ec ' GA NE 0 SEE MECHANICAL FOR CONTINUATION O 8160 SEAL EXISTING INVERT IN DATUM ELEV 8150.00 0i (0 _ DO Ca 0-4-00 EAST SANITARY SEWER SERVICE LINE PROFILE JISSUED FOR: I No. I DATE I COMMENT PROPOSED FINISHED G CONNECT TO PROPOSED BUILDING WITH STANDARD FLANGE STA: 0 +25 .37 INVERT. 8168.5 INSTALL 3'4 STAINLESS STEEL ALL—THREAD ROD ENTIRE LENGTH OF BUILDING WATER SERVICE INSTALL 12'X12"X10* TEE, THRUST BLOCK AND 10* GATE VALVE fAf ELEV 60.00 0+25.37 0+00 WATER SERVICE LINE PROFILE • KEY PLAN RECEPAP APR 29 M UTILITY PROFILES PROJECT No. DATE 12100 4126/2005 DRAWN BY CHECKED BY DL )m SHEET N. C17 .-Q-TAl . 1-.20' VERT SCAL 1w V i iQ 0 1 Z s? 0 01 _J _J < < 0 U uvj) z z Z Q JA zz V) J < A _j 0) (a q c� rl rl I0 Z6 , Lu Lu 30 Lu z 00 00 z Z' < W w w I z I << III ul w z :r MM to z 0) te) It Qro u) m iy FO '0 00 40 0 0 0 I ' D .. b r, Ll Ll w :; — f= 0 FO z z < A w t 8 O� a v a. 0 0 > > +( vw) rl 9 12 (L (1) Fr z z Z > O:i 0 aNO > uJv)wO_ PROPOSED FINISHED GRADE ADJUST MANHOLE TO NEW FINISHED ELEVATION w ui j _j p O^ _j 8170 EXISTING Z w GRADE w Z O R E: - < i SEAL 8160 SEAL EXISTING INVERT IN DATUM ELEV 8150.00 0i (0 _ DO Ca 0-4-00 EAST SANITARY SEWER SERVICE LINE PROFILE JISSUED FOR: I No. I DATE I COMMENT PROPOSED FINISHED G CONNECT TO PROPOSED BUILDING WITH STANDARD FLANGE STA: 0 +25 .37 INVERT. 8168.5 INSTALL 3'4 STAINLESS STEEL ALL—THREAD ROD ENTIRE LENGTH OF BUILDING WATER SERVICE INSTALL 12'X12"X10* TEE, THRUST BLOCK AND 10* GATE VALVE fAf ELEV 60.00 0+25.37 0+00 WATER SERVICE LINE PROFILE • KEY PLAN RECEPAP APR 29 M UTILITY PROFILES PROJECT No. DATE 12100 4126/2005 DRAWN BY CHECKED BY DL )m SHEET N. C17 .-Q-TAl . 1-.20' VERT SCAL 1w O' 148.1 V:8 .0 -_. I INV.-8137.0 ' SUBDRAIN PASSES I THROUGH FOUNDATION WALL 4" PERFORATED V: 8136.5 INV: 8136.7 PVC SUBDRAIN _ INV: - J� i MANIFOLD UPPER DRAIN (8148.0) INTO LOWER DRAIN (8137.0) ' INV. 8135.5 - INV- 8136.5 l • � FOR a + Q -. �BOr^- .,., '^�_ ,__ ,."^^ -�~` _ ___( I f s ^s =° INV: 8134.7 e zts �n� o eG:acEPi°R �r e, INV-8148.5 H.P Q Q atzaTa INV: 8135.5 sr INV:8134.9 Q " PERFORATED GATEWAY B l J I L D I N G 4 PVC SUBDRAIN ' �tOP trop Fr a) INV: 813.1 INV: $135,2 or �•' trQ FTC INV: 8135.5 ro� aF e PERFORATED PVC SUBDRAIN I va vE I 111' r 1 acx " ---- -- .... r (r ..��� ' IN :8165.5 I trOP F /- ..`-Cr RC a !!! F f7tt fff 36'•g) i3Y�O 1 "+°,.,° f// BO S' U ""���� TO pr � .' ^ .' " ` _„- ... �"`�.,/ L Q � Q E L e za �M! ! 1 INV. :8 35.3""' •...L_ °• �.`--- = .` _,..,_ \ '•"""'�'ron'-• --._ �� soir" wttn ' 1 °r c e,s s,s-= .._8.?,INY:8135. s•..p j SUBDRAIN PASSES � 4 PERFORATED THROUGH FOUNDATION WALL ' PVC SUBDRAIN INV :8136.5 ' 1 ' (TYPICAL) ;o Foo�p 1E -' 0 2 SU 4IN VA L a �_ 1� 29.3 INV: $148.0 I trO r` T Gal x._a 1 � CRA AD Qo ESI Y 81 EU THEIRS) al NV: 8144.0 F la tom._ zo °p, x zoC s ! o•) INV:8135.5 DEEP � Q I IIoF rae °• cR ""E Foo uo' ° SUBDRAIN PASSES ? of < Frc e 13p e �/ \ F oonuc ' J l -t Fro V: B 3 . ) MANIFOLD UPPER DRAIN (8140 0} s EP T - ° +z > '- o • ' tro BELOW FOOTING INV: fro i13 INV: 8158.0 i' ° E( S� 8157.8 INTO LOWER DRAIN (8136.6) U4S �� ) -INV: 81 6. pi t 4" PERFORATED INV 8135. v3r_ PVC SUBDRAIN INV: 8136.6 (BEL F IN : $135.5 ...•,__� � +3e• -o• (ar ' ' � s' � tr°" 0 3 . INV.-8140.0 (ABO ) sT a - sr `_ - ' (TOP pro e t 3 a , _ ® V: 8134.7 Crop INV:814 , / �,- -'.'� --�� _ rc arsa_a) TOP FrC n /3S' Q "' "'� •• �-J ' '' r' INV: $140.5 INV:81420 SUBDRAIN PASSES - -...,_ • .,.••, - -_ "` .._„ F TiNG o ' r -e• ''' ' - INV: 8140.0 / INV :8138. INV: 35.5 t• '' 8 g 24" SUBDRAINVAULT ,,ate NV. 813 .5 ro ' ` n :36A :8137.0 rd IN IN: 8129. INV. 81 INV 40. F srE ro O - °- I:81350 . roP e INV:$137.5 V. 8137.5 (°P Er a•_ - �^-.. 1w INV:34. INV: E CV (D BY ERS) ' NV (�- IN 833ay6 Franr ' INV: 134. iNV:15.1 I & 8129.5 _ m g / r � (top n $3 �I V: 2.0 q Crop S Crop Frp Fp�T °F INV. 35.1 INV.3 .3 V $129 N 1348- B [ ro Fr `_ IN :813 .$ ' Fr° a +3s' - SUBDRAIN PASSE r o LOW FOOTING p+se•_p) ( F>c anua t of (r 0 8 r3 �- `' - 7 i 8rc �- -+ ~ er3e• e.) �v~ .�_ ' l � i l l - m. r_ 0 .) _ _ "•� - �q ' Crop INV. Fip n: INV:8135.5 1 _' "" s F n tr .33,8 -. ,� 1 if roa 7___ ,- Frc ar3s•_ pry INV 5133.7 FTC nrsa e + ^aL a nNo i � a ( o , ) ` fi r°'' ara T op 0" P V:8 13s.5 - <T �� . '� --•��• a,.�\ sP oPi I ` Crop F � f roa r '`j INV :8135.5 ar -e• �d sa• 4" PERFORATED _ary 1 • sz+a �J �j ( ' /- t'° Frc er3e• s°ois° a d hop Fr PVG SUBDRAIN ' V: 135.0 J 3 g' - O> (TYPICAL) f 4" PERFORATED o INV:8135,5 • AV:$ .2 ' jt FOpnuc INV: 134.1 i (rw, V // 7 $rEP r-=G a13n'- I PVC SUBDRAIN 4" PERFORATED 11 INV: $134. Q ''""++�� �j PVC SUBDRAIN Cron ) ' f 010l' Fraor� arK v� Q '� + � � '~. � a a ~a.) INV: $134.2 �„ INV: 8135,5 (3TYPIGAL rrou ELF. Rr a +za.az °F sua IN $135.0`^ trop Fra a of 8138•_o. (rte INV •81 4 rcs F rc er "^_- -- - "^•-- ` t ) :8134. -""'^- SLASoF N ' INV. 1134.4 / -- V: 8135.1 PV SUBDRAIN .oF ' 4" P FORATER (TO" Fra nr snuo ru ' _ 3a•` --"° `• ---.. "' `�^$ -..... = °= '3a' -a_ r + c 3 p r_a- nER INV:8137.1 „��NV:8135.5 (TYPICAL ' sO 7ou= �s+a+roR ' )° ' trop Frc arsa ^, � rsr-a' a nxa oF Pa;. SU E r ao )aP )F `- INV:8137,0 �' ! - INY:81 4.3 `_ V: 813 .5 ' T}{ R GH Fl?UNDA � � �� � � l INV:8 .5 Crop o . -o• R x zo... "" 4" PERFORATED PEEP CR E PAD ( � a p r nnoH ' _ J ' PVC SUBDRAIN _- V :8136.6 soE :8 .0 a• `�-� / / INV.. 137.0 � � a, ""-�- -•- � 4" PERFORATED PVC SUBDRAIN Top a / INV: I JA 8137 of o for I (TYPICAL) =� F 8135.5 NV:8135.5 trop r INV: 8135,3 ' � j p..�,� j SUBDRAIN tASSES Q eo a " (r UGH Q ° � ra J ' S NDATIOL V ' INV. 8137.3 s INV: 8136.5 a1 ' sr• --... j ' T -e• V:813-7 . H.P INV: 3 .1 tt 0 PP ro e J sue°F for rf c a'"'0 -) [rap (TaP fTC a,.a.�) ` tT � „54.00) VILLAGE INN PLAZA (BASEMENT AREA ' -- P H A S E S I AND (( VILLAGE INN PLAZA a - INV: PHASES I & II) N Fpp ' trm ' L 8135,5 sn�, ' � j"--•- � � -a•) ...,�(iop x`r`�r_p,) Foonu i - .....•..,o,a r 11 V. 8135.2• TOP or �Aa Il INV' 8137.� � sr V: 81375 _ c I INV: 8137.' INV: 8185.5 `- _, a p' - INV :8137. gnu IN 8e3�5 5 sr _j ' C� �srEP °' ^--... e137'..p.) INV: 8137. . / INV: 8135.3^ 1 ° GRAPHIC SCALE 4" PERFORATED I PVC SUBDRAIN n0 " "o e143s�„ pr o O a}�r , - e , °Onua�° r ( IN FM ) H.F. INV; 81 1.3 �nNa SUBORAfN PAS S s 1 10 tL �'1 Et39 8 _ �`' [ra n 1r' 8 5.4 °`) BELOr/ FOOTING _- V. 8137.0 13. NV:8135.5 V 0 ° 0 0 00 Z � W z a < s © , 0 Q Uw Q Uw w ZL�3 zz '= cs zz Q ' Q Z Uw UA Uw 2 1 / 1 R 1 ry�j S m "D 0 b m h � � � w iir• a cn r _ J C7 z N m op Y0.: ��„ J w h U uzi >a �x UI4 t/1 Se SEAL • • r 12 EO EoR: E no. T DATE TCOMMENT KEY PLAN BUILDING SUBDRAIN PLAN PROJECT No. I DATE SHEET N. I � Q i.J SCALE: 1 °c TRENCH BACKflIL i CLASS 6 ROADBASE UNDISTURBED \ \r \ \ \ SOIL \f CULVERT PER PLAN f i 1/4 PIPE O.D. PIPE SUBGRADE �. , \� \ _ l� \' 6` MIN N,T.S. AM I CULVERT BEDDING GRATE a 6' CLASS 6 AGOREGATE BASE COURSE, COMPACT SUBGRADE TO SPECIFICATIONS. COMPACT PROJECT PROJECT SPECIFICATIONS CONCRETE PER PROJECT SPECIFICATIONS PROVIDE CONSEAL AT ALL WHET PIPE JOINTS IF INLETS ARE NOT OUTLET MONOLITHIC -- E PROVDE GROUT AROUND ALL PIPE CONNECTIONS AT NEW OR EXISTING INLETS PROVIDE BACKFILL OF 3/4' SCREENED ROCK UNDER &AROUND INCET(S), (6" MIN, COMPACTED TO 95%) NOTES: ALL INLETS SHALL BE SUPPLIED WITH AN 18' SUMP N,T.S. E I INLET INSTALLATION I t 1 -i J2" ASPHALT DRIVE 2' -0'_ 4,5" OPE SEE GRADING PLAN F' SL !' PER F ' 00 T / \ — PLACE 6" MI TOPSOIL, A . SEED AND MULCH I RIS (TYPICAL) GROUND FINISHED ORADE WIDTH VARIES FINISHED GRADE (SEE Pte) +' CONCRETE _ GRADE TO DRAIN 2% MIN. c 6x6 WWF r \ \ ' W2.9XW2.9, f• ✓! OR FIBERMESH REINFORCEMENT 6' AGGREGATE BASE COURSE I N.T.S. UNDISTURBED EARTH, OR COMPACTED SUBGRADE PER SOILS REPORT RECOMMENDATIONS CONCRETE SIDEWALK SECTION N.T.S. 13 4 - 4-- ---' -- -I-- VANE GRATE T_ A�=� ]A VARIES DIRECTION OF RUNOFF SECTION A - A Pt AN N YIE RIM ELEVATION SPECIFIED ON PLANS PAN FLOWUNE AT MIDPOINT OF GRATE SDF VIE a/ TYPE 16 GRATE SHOWN USE TYPE 13 GRATE � c� ' °aT 5• � IF RISER IS REWIRED BASE IS POURED WITH A "SHIP -LAP' JOINT. TYPE '/3' VALLEY ... ,.. j fRAIAE ANO CRATE SECTION A -A NOTES: 6 24' z 24` x 4" L. DESIGNED FOR AASHTO HS -20 LOADING. V KNOCK -OU T 2. ALL INLETS SHALL BE BEDDED WITH A� TYPICAL MINIMUM 6', 3/4" SCREENED ROCK OPPOSITE WALL 30' x 30" x 4" KNOCK -OUT TYPICAL OPPOSITE WALL NQ2E: -Pld•, ( NLETS SMALL BE�!PPI„ED W{TH 18" VALLEY INLET A ��. �:� A SOLID COVER y�Q� ,�. ° 4' 1 1 "" 1. N STEP HOLES 6 PRECAST BARREL RISER SECTION WITH STEPS .,� JOINT SEALANT: RUBBERNECK OR APPROVED EQUAL 6 " -0'0 AND 7 (6 MH) 5' (4'0 MH) SEAL AROUND DRAINAGE PIPE WITH GROUT PRECAST OR POUR -IN -PLACE MANHOLE BASE (SEE PLAN) SEE DETAIL THIS SHEET NOTES: TYPE 13 CURS -00M80 1) /, DESIGNED FOR AASHTO HS -20 LOADING. SECTION A -A —� _f 2, ALL INLETS SHALL BE BEDDED WITH A ALL INLETS SHALL BE BEDDED WITH A MINIMUM 6% 3/4" SCREENED ROCK MINIMUM 6% 3/4` SCREENED ROCK N.T.S. NOTE ALL INLETS SHALL BE SUPPLIED WITH 16" SUMP C I CURB INLET 3/16' -1/4' NOMINAL EXPANSION JOINT ANNULAR SPACE HEATED CONCRETE DRIVEWAY EXPANSION JOINT RE: ARCHITECTURAL DATE CONCRETE PLANS 5/6/04 GARAGE E CONCRETE FOUNDATION SLAB 6' GRATE N.T.S. CROSS SECTION -A RECORD PERMIT SET 6' 12" K BUILDING FOUNDATION 4" 0 RIGID WALL GRATE WALL PER DRAM PVC PIPE WITH GEOTECHNICAL ENGINEER'S END VIE1K a' 8" AGGREGATE RIM PER PLAN BASE IS POURED WITH A BASE COARSE B 6" CAST IRON 1 SECTION CHSgM ARGE 12' MIN, MIRAGE 14ON OR OR ,4 EQUIVVALAL INVERT PER PLAN 3/4' SCREEE INVERT PER PLAN - ®O0� 6' CAST IRON �Op6 (WHERE APPLICABLE) BACKFIELD 6' ELBOW RIM PER PLAN 6' CAST IRON DRAIN TO MECHA INVERT PER PLAN ORTHOGONAL VIEW INVERT PER PLAN AT WALL ELEVATION FOOTING PERFORATED PVC PIPE N.T.S. SECTION A -A N.T.S F STORM SEWER MANHOLE 0 1 -#/2" 1' -O" 4.5" SEE GRADING PLAN FOR SLOE ASPHALT DRIVE t" PER FOOT PLACE 6" OF TOPSOIL, SEED AND MULCH %2 " US (TYPICAL) CONCRETE PER PROJECT SPECIFICATIONS 6' CLASS 6 AGGREGATE BASE COURSE, ;;.:`,. ., /•/ f - / /, COMPACT TO T COMPACT SUBGRADE TO PROJEC SPECIFICATIONS. PROJECT SPECIFICATIONS PS ILL CURB AND GUTT ASPHALT DRIVE I' °O' - 4.5' FOR SLOPE SEE GRADING PLAN \\ PLACE 6` OF TOPSOIL. SL SEED AND MULCH 'Q 1 IUS (TYPICAL) °.i CONCRETE PER PROJECT SPECIFICATIONS 6" CLASS 6 AGGREGATE ,� °•�'�..``- .••,,'(,, BASE COURSE. �ri"\'ti'' COMPACT TO PROJECT �fj� / \ / Tj�•,••�. SPECIFICATIONS, \/� COMPACT SUBGRADE TO PROJECT SPECIFICATIONS N. ---` CATCH CURB AND GUTTER J 1 1.15' CURB AND GUTTER FINISHED GRADE (SEE PLAN) I-- PAVERS GRADE TO DRAIN f 2 %MIN. FINISHED GRADE \\_ INSTALL SNOWMELT TUBING 3" AGGREGATE BASE COURSE DESIGN By OTHERS UNDISTURBED EARTH, OR COMPACTED SUBGRADE PER SOILS REPORT RECOMMENDATIONS N.T.S. IV PAVER SIDEWALK SECTION TRENCH DRAIN �1— �VARIES-�( jj EXPANSION JOINT FLOWLRIE FOR FLOW ACROSS PAN CONTRACTION JOINT 3 EA. 38"x 4' PINS A EXPANSION JOINT a an a 3 q ' GUTTER APRON SHALL A BE 10" THICK AND HAVE CONTRACTION MI SAME REINFORCEMENT FOR CROSSPANS AS CROSSPAN LONGER THAN 36' FLOWLINE ON UNIFORM GRADE BETWEEN RADIAL POINTS .i "-• 4 PLAN VIEW 4" 2 -0 4 4" o� I I a" PL AN ME RE: ARCHITECTURAL DATE 3" PLANS 5/6/04 DESIGN RENEW E CONCRETE FOUNDATION 8`x18", 2 v N.T.S. CROSS SECTION -A RECORD PERMIT SET NOOK- W K CROSS PAN 4" 2 -0 4 4" o� I I a" PL AN ME [Q 18" x 18" x 2" KNOCK -WT TYPICAL NOTES: 4 WALLS 1. DESIGNED FOR AASHTO HS -20 LOADING. 2. ALL INLETS SHALL BE BEDDED WITH A MINIMUM 6' OF 3/4' SCREENED ROCK. 3. ALL INLETS SHALL BE SUPPLIED WITH 18' SUMP. CAST IRON 24' x 24' INLET GRATE AND FRAME N.T.S. O Z X Z INLET U O o 00 Z Mo m d O) 'Z Q' Z b " SECTION A -A 5" TYP" O _ j dCIT � Uw Uw Z z_ Z z_ Z V n, Sn Q t7 '� is L� SZ SZ Q< e l Uw Uw ww WW C Z C AST -IRON 2OWN 10 h N W PL W m }� -9 Z N 110 W ir cr UA d U W I^ w U ® U� RE: ARCHITECTURAL DATE 3" PLANS 5/6/04 DESIGN RENEW E CONCRETE FOUNDATION 8`x18", 2 v IES PLAN RECORD PERMIT SET NOOK- W PLANS RECORD PERMIT SET 4" 0 RIGID WALL (TYPICAL) COORDINATION SET PER DRAM PVC PIPE WITH GEOTECHNICAL ENGINEER'S END VIE1K a' TYPICAL ALL SIDES IF RISER IS REWIRED, THE BASE IS POURED WITH A 'SHIP - LAP" JOINT. [Q 18" x 18" x 2" KNOCK -WT TYPICAL NOTES: 4 WALLS 1. DESIGNED FOR AASHTO HS -20 LOADING. 2. ALL INLETS SHALL BE BEDDED WITH A MINIMUM 6' OF 3/4' SCREENED ROCK. 3. ALL INLETS SHALL BE SUPPLIED WITH 18' SUMP. CAST IRON 24' x 24' INLET GRATE AND FRAME N.T.S. O Z X Z INLET U O o 00 Z Mo m d O) 'Z Q' Z b " SECTION A -A 5" TYP" O _ j dCIT � Uw Uw Z z_ Z z_ Z V n, Sn Q t7 '� is L� SZ SZ Q< e l Uw Uw ww WW C Z C AST -IRON 2OWN 10 h N W PL W m }� -9 Z N 110 W ir cr UA d U W I^ w U ® U� 1' 6' AGGREGATE BASE COURSE COMPACTED SUBGRADE L 1 2.0' CONCRETE PAN ISSUED FOR RE: ARCHITECTURAL DATE COMMENT PLANS 5/6/04 DESIGN RENEW E CONCRETE FOUNDATION ISSUE E G WALL RE: ARCHITECTURAL RECORD PERMIT SET H PLANS RECORD PERMIT SET 4" 0 RIGID WALL AGGREGATE IN ACCORDANCE COORDINATION SET PER DRAM PVC PIPE WITH GEOTECHNICAL ENGINEER'S REVISED PERMIT SET INVERT MAX: 8137,0' RECOMMENDATION AS 023 SLOPE 0 0,5% MIN. GARAGE SLAB • 4` 0 RIGID WALL RE: ARCHITECTURAL SOLID PVC PIPE PLANS MIRAGE 14ON OR OR ,4 EQUIVVALAL 3/4' SCREEE p • COMPACTED i . . BACKFIELD , d MIN. PENETRATE FOUNDATION CONCRETE 4' 0 RIGID WALL AT WALL ELEVATION FOOTING PERFORATED PVC PIPE 8136.5' (SEE PLAN) RE: PLAN FOR INVERT N.T.S. M EASEMENT SUBDRAIN 1' 6' AGGREGATE BASE COURSE COMPACTED SUBGRADE L 1 2.0' CONCRETE PAN ISSUED FOR N. DATE COMMENT A 5/6/04 DESIGN RENEW E 9/1/04 ISSUE E G 11/15/04 RECORD PERMIT SET H 12/13/0 RECORD PERMIT SET 1 1/15/05 COORDINATION SET L 4/5/05 REVISED PERMIT SET 4/26/05 AS 023 KEY (FLAN RECEIVED APR 29 M GRADING AND DRAINAGE DETAILS PARE MESH PROJECT No. DATE 12100 4126/2005 DRAWN BY 6 x 6 - 4,4 CHECKED BY BS 8 x 6 - 2,2 )M SHEET N. c l 9 SCALE: 84' FAN PARE MESH REPLACE WITH REBAR LENGTH CALLED FOi H AVING END AREA OF 36' 6 x 6 - 4,4 0,10 Sq, In. Per Ft, p4 O 18' E.W. 46' 8 x 6 - 2,2 0.13 Sq. In. Per Ft. 0 0 18' E. . 64' 6 z 6 - ,0 0.20 Sq. in. par Ft. #4 A 12' E.W.) 1 #4 84' Two 5x6 - 2,2 0,26 Sq. In. Pa FL 0 9' E.W.) i a • i a HEATED CONCRETE PER ' PROJECT SPECIFICATIONS. • SNOWMELT DESIGN BY OTHERS. 8­7 PAY LENGTH = 5 FEET A I 18" TO STA.PT• L.5' jCUT'OFF Oft BEND BARS TO CLE MANHOLE. 409 6 503 {09 ANHOLE B. 40 0 1 641 2'CLR. . —All H 3 f —4 "0 � 15'�HCS' B L_-� 1. ALL CONCRETE SHALL BE CLASS B. T 40 4� L 1C 403 401 403 SEE CHANNEL 1- 1/2 =4" LAYOUT ON SHEET 2. 8E 8.5 N04 BAR 18 LONG "t { //���\ 1 1 AN OUTFLOW S ENO OF THE INLET. ATED { NOTES L_-� 1. ALL CONCRETE SHALL BE CLASS B. (q 12:1 20 1 -1/2 PIPE SPACER n m AND 1 -1/4" LOCK NUT I 5. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN, CURB AND GUTTER �i 2 DIAL. x 24' GY. STEEL ROD EMBEDMENT 2' -6' O.C. (3"CLR 40 ' b'O.C, x 6b.C. ACTION A —A REGULAR INLET BAR LiST FOR H =3' -0" MARK R 403 £, _ 2' - 2 '- 2 7 X1 )2 ADD 6 IN, TO THIS DIMENSION FOR EACH 6 IN. INCREASE ' OF 'H" OVER 3 FT.-0 IN. 1 r3 "u3'x3 /8' PLATE CURB FACE ASSEMBLY PLACE ENTIRE ASSEMBLY BEFORE POURING CONCRETE.. 0 A 2' DIAMETER TEMPORARY HOLE FOR DRAINAGE SHALL BE PLACED AT SUBGRADE ELEVATION OR A MINIMUM THREE INCHES BELOW ROAD BASE. THE HOLE CONCRETE P RE WITH OF THE INLET. SECTIONS C —C (DOTTED BARS ARE IN SECTION D -D) NOTE: REFER TO M & S STANDARD PLANS FOR ADDITIONAL Q�TAILS jT I i-► B L#- B 6'4.C. 6'0.C. - `_ SECTION B —B TYPICAL END VIEW . WHEN A TYPE R INLET IS USED WITH MOUNTABL E CURB AND GUTTER FT. TRANSION SHALL (1f CONSTRUCTED. TRANSITION SHALL BE PAID FOR AS CURB AND GUTTER. 5' TRANSITION ,L- FOR A 1' -0' PAN SLOPE 2` PER FT. OA IN. NOTE: MANHOLE RING &COVER. STATION POINT { //���\ 1 1 AN OUTFLOW S ENO OF THE INLET. ATED { NOTES L_-� 1. ALL CONCRETE SHALL BE CLASS B. W n 2. CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES AND SHALL BE 8 IN, THICK. UJ a^Q P Z 3. INLET STEPS SHALL BE IN ACCORDANCE WITH AASHTO M 199. n m 4. CURB FACE ASSEMBLY SHALL BE GALVANIZED AFTER WELDING. 5. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN, CURB AND GUTTER ii" CORNERS SHALL BE FINISHED TO MATCH THE EXISONG CURB AND CUTTER BEYOND 7 THE TRANSITION GUTTER. 6. REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A 2 IN, MINIMUM 9' CLEARANCE. ALL REINFORCING BARS SHALL BE EPDXY COATED. r 7. DIMENSIONS AND WEIGHTS OF TYPICAL MANHOLE RING AND COVER ARE NOMINAL 8. MATERIAL FOR MANHOLE RINGS AND COVERS SHALL BE GRAY OR DUCTILE CAST IRON CONFORMING TO 712.06. z X C7 9, SINCE PIPE ENTRIES INTO THE INLET ARE VARIABLE, THE DIMENSIONS SHOWN ARE Z Z Qz TYPICAL. ACTUAL DIMENSIONS AND OUANTITIES FOR CONCRETE AND REINFORCEMENT 6" SHALL BE AS REWIRED IN THE WORK, OUANTITIES INCLUDE VOLUMES OCCUPIED BY tt PIPES. E47_ 10, STRUCTURAL STEEL SHALL BE GALVANIZED AND SHALL CONFORM TO THE REOUIREMENTS OF 712.06. W CURB INLET TYPE "R" F I E ' /E 2' GENERAJ NOTES Vd �rE GUTTER +y1d 1. CO SWLL BE IXASS & YBET MAY BE cKT- @t -PU4£ OR PAIDDAV. TYPE 2 F Y 2 CW- N-PUCE Ctt1C M WUS SWLL BE FMXD ON 807H SOES. o 481/d � I. 3. DNM O%MM OOR M 6MLL BE CMMiM 3/ N lye 3sT /d SECTION F — 4. BENA)ip16 6VS 91AL BE DC`0FMW ND SMiL 1N4E A S IN. I VAMJV OLWArE, NE AWOF M M %KL BE UM CWM S�l 6. STM S WI BE PPOMOFD WO NIT MOWN V DX= L 3 1T.-6 N MID 9141 EC N /CCOMWM WH MOM M 1 ". TABLE ONE — BAR LIST FOR CURB INLETS, TYPE "R" MARK OA IN. 0.0. SPACING ZB ° m w (� O C7 W n m UJ a^Q P Z 0/ n m r ii" 11 7 V 9' 11 r 0 t Uw Z�� z X C7 Z Z Qz 6" N tt 6' -10' E47_ Z 111 W W W ++ W Q 0 m F� h � � 0 irii� y � - �• gg N r L L}n p t. Z W L7 5' -10" g Z t N O I, �4:a W Z J L j j, W H Lli J II = U W C9 z 9` l SEAL TABLE ONE — BAR LIST FOR CURB INLETS, TYPE "R" MARK OA IN. 0.0. SPACING TYPE ALL INLETS -"• NO.REO'D. LENGTH 4111 it 15 r ii" 11 7 r 9' 11 r $ -10" 6" N tt 6' -10' E47_ ih- 9 • it N 6 5' -10" t VII 411 ti" 412 it' 413 9` l t 5 -1/2' IV 11 3' -4` S-02 5 S -1/2 111 -1 /2' X V 2 -1 2' 2 1 5' -10' 29ARS iR r VARIABLE, REFER TO TABLE TWO. 6 INCLUDE 18' NO. 4 BARS (SEE CHANNEL LAYOUT DETAIL). +SEE CURB FACE ASSEMBLY ON SHEET i AND CHANNEL LAYOUT DETAILS ON THIS SHEET. {�- -- • - - ° —�{ 1 4`_3112 1' TO PREYEMR RODMIC 3 /16 ` A !D. (RAES NO FFnIkS SIM71 BE CA+Y OR 011D76E CKR ON y t' 1 ' �:• / ♦ �, - 1 I� r 4 4 -10' , C "I �" —I- 2• 7/ �tgOf4MIC m 711A8. OWES ND FRWM 944L BE DOWn B �.� MQ- F --____ ________ 'S _L_ TO M86Tk9 IS 20 WWNO. aS' T� ♦ a^ t SECTION E –E 1 11 — T ' r NO. 13 GRATIN(',. FRAMES D D ( '"-- EPDXY 221/,' 1' MANHOLE BARREL BONDING fi t V .' BDX MOOR 690 18i . . 19 -iJ2° ,jt` AFP 1' EPDXY BONDING OR NO N- ,%'INN - SHRIN T SEAL AGENT r f' - 'I j SH AGENT RINK GROUT OR NOK ( MIN. H �a' •� M T I 1MX� 11 1 3/+ _ - GROUT ._L_. 403 401 C e` a41J4 Y" 1 •3' TYP. o s �-- X °� �•°°°X� NOTE: c c c ACTION C - C 12 MIN.' . a. 4x iS /• SEE PLAN DETAILS FOR LOCATION AND Y4R n - (�'a ' T 3 MIN. L rI I SIZE OF PIPE. e- 11 p' ' ,.r Y 1 47 I ♦WHEN BfNMINOUS MATERIAL IS TO n C r ? GB. 60 /4 O \ UNDISTURBED EARTH J —_ 1 L EXTEND TO THE EDGE OF THE GRATING ` 20 1 X I FRAME. CONCRETE MAY BE DEPRESSED. 12' O.C. E.W. 8' MIN. NO FILL OR GRAVEL O.C. 403 0 6' B oc SECTION D –D FLOW LINE 60 g4 0 OR. �• ®� nuoewaa+sMEaR TO- arroReAe NOTE: REFER 70 M & S STANDARD PLANS FOR ADDITIONAL QETAILS tz• o.c. E.w. N.T.S. SEMN B -8 SECTION. A -A m NO, 13 GRATE N.T.S. SECTION B - B SECTION A —A IE31 CONCRETE INLET TYPE "93" C POUR IN PLACE MANHOLE BASE A \'\ A - . souo COYER rc STEP HOLES PRECAST BARREL RISER ✓°• SECTION WITH STEPS JONT SEALANT: RUBBERNECK DR APPROVED EOUAL 6' -0 "# AND 7' (6'6 MN) 5' (4'6 MN) SEAL AROUND DRAINAGE PIPE WITH GROUT PRECAST OR POUR -IN -PLACE MANHOLE BASE (SEE PLAN) SEE DETAIL THIS SHEET N STORM SEWER MANHOLE • ,i • • ISSUED FOR: COMMENT KEY PLAN L/ 3 Zi S s s FRONTAGE ROAD STORM SEWER DETAILS PROJECT N. I DATE BS ( )M SHEET N °. 019.1 SCALE: TYPICAL PLAN VIEW