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HomeMy WebLinkAboutLand Use Case.HP.1000 N 3rd St.0034.2008.AHPCX 1. > Concre 27, Amendment No. 7 of the Asven Meadows S.P.A.'Phin' I d i L\ i 22.0' a '� °• d° \ \ S O� �G�! \ I lerly \ w 0 I .. X786 ,5» .v ....... ....... ........ x .... 9' -- ' wo 5" i o� 3 10.3' \0 a. �' o . . d' q....'........\ I �� c� �. Koch Building4 a T x 5' I,� �a One -Story 4. ° ;uT � \ .. s..... �� . ' ' ..... 5 \\ Block Building ' 4 TWO \'..'..'..'j . 4„ \ d. D3dii p 8oUlder d \.'� .. Xy�j�...... 4 *12 e ,. •° ,' Block o .:' � � ...�. � .'.'.'. LO O R, =7 52. X19'R trying T a 6" In In 785A 02 ...... \ I `� a • . dW.gll d \ ... -4 - nv Ou =7855\93„ \ ad 0.5 s �� . 0 Qn nn: . s 0 v20' Uility Ea em nt —�G� \\ � '`.� 16,0, •.. ° . o ' • � s�` .\. . P/C B k 8 a \ \ 12,, 26.3' 0 �6 v \ �S' Curb �, Five 14" rn Concrete ,� p• 4 � � • '?'. . � 1 J. 160 acres � \\ � \ s \ SMI \ ia d Rim = 7862.36\ \ ° .d a ° d 17.1 In In= 7856. \ 8" ° A a ''d ® �' in Out= 7856. ,4d °dIV / c5," CM/S °. • 4 Fence cs \ l 24 " „ .. ° °° ° Th ee 12 „ CMP Retaini g `� wallTwo 12 " \ / d / 24 v� To of Pond Bank 16 Note: This topography map complies l l Q - :. G� Fob�d J4 Rebar with National Map Accuracy Standards 4 for topographic maps. Where checked / ° 3 4.' 2 \ \ \ 909 of points should be within 1/2 the l l ° ° ° , a 4 Retainin a ' �`�86 Three 14 p d ° 4 .4 contour interval and well defined points Wall �. Pond 4 •, b. ° '\. should be plotted within 1/50" of their / 14 4• :Q • , I .. , Ii .._.\•. � > true position. Critical design should be l l °. 4 10 24' r, ° �. SMH / based upon spot elevations, please Rim=78 2.59' ° . . d • 0' Utility asement • •/�• contact Schmueser Gordon Meyer, inc.Inv. In l s d �E4 7864 0 G \\ i > Pla ok 2 Page 7 Inv ou 77854296 for this spot elevation information. �� 0 12 Six 1 U� UE 2 d 31.3• F I � 1.6' 21.3' I 6.3 2.g• $ °. d a . d ° ! / C�1�j / Og' 2.5., N 6.0' N 6.3' s � Two 14 „, �., 0 r••'•' / GN �:^ �C�•.� '/ �fj 1. sem. l � .. SMH 2 4 •N �.. c'^ F Rim= 7863.07' s l l Inv. In=785752' 'S Inv Out=7857.38' 2�• 11.7 Al \ O� Z 00- C) Notice: According to Colorado Law, you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event may any legal action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. SCHMUESER GORDON MEYER 1 1 8 W. 6TH STREET, SUITE 200 GLENWOOD SPRINGS, COLORADO 8 160 1 (970) 945-1004 FAX (970) 945-5948 SCHMUESER GORDON J MEYER. ASPEN, COLORADO (970) 925-6727 ENGINEERS $ U R V EYO R S CRESTED BUTTE, CO (970) 349-5355 A Portion of Lot 1B Aspen Meadows Sqbd. FIZ111/1 'xis tihJ�/�J Con di ti oh s Survey ' � V Pa ep eke Auditorium Ren o va tion & Addition A Portion .:dot 1B Aspen Meadows City of Aspen, Colorado NOTES• - This map has been made pursuant to the client's request to provide existing condions for a portion of Lot 18, Aspen Meadows Subdivision, to facilitate the renovation and additions to the Paepke Auditorium. - Date of Survey. 15 September 2008. - Legal Description: Lot 13, The Aspen Meadows Subdivision, according to the Aspen Meadows Final S.P.A. Development Plan and Final Subdivision Plot recorded June 24, 1992 in Plat Book 28 at Page 5 as Reception No. 340936, and First Amendment to the Aspen Meadows Final S.P.A. Development Plan and Final Subdivision Plat recorded December 17, 1992 in Plat Book 30 at Page 17 as Reception No. 351951 and Second Amendment to the Aspen Meadows Final S.P.A. Development Plan recorded August 21, 1995 in Plat Book 38 at Page- 13 as Reception No. 384908. Basis of Bearing.: A# bearing being relative to a bearing of N 17'04'45" E between monuments found along the westerly line of said parcel as shown on Sheet 2. Elevation are based on the published NAND 88 value of 7720.88' for NGS point '5-159'; and carried over to the TBM Elevation of 7856.40' on found monument as shown on sheet 2. This map has been made pursuant to the client's request for an existing conditions map of the area shown hereon. LOT SITE MAP N.T.S. SITE LOT 5 LOT 4 COT 1A LOT 6 LOT 7B 10' AO.M. LOT 2 LOT 3 _ a s �o N�RTy GILLESPIE AVENUE srpFsr Legend — 0 // \`AUG,\ 0 Indicates found #5 Rebar with Red Plastic Cap Stamped LS (26296 / / p Indicates found monuments marked as shown Electric Manhole Decidious Tree Storm Sewer Manhole Pine Tree aElectric Transformer . ry-�-� . Treeline / 0 Telephone Pedestal —CATV— Located Underground Cable / ❑ Gas Meter ® Electric Meter UE Located underground Electric l l G h // � / —FO—Located Underground Fiber Optic -u / / O Sewer Manhole UG Located Underground Gosline Fire Hydrant Ur Located Underground Telephone WV / DQ Water (Valve ss Located Sanitary Sewer /t Floodlight —SD—LocatedStorm Sewer ice pQ Irrigation Control Box w Located Waterline Asphalt Gravel / 3 / 1 r---- W wv C WV SS � SS \ GRAPHIC SCALE 20 0 10 20 .40 so \ \ S\�SS �1S W ��\W ` ( IN FEET ) 1 inch, = 20 ft. yY° `S� �F� ss \ Surveyors Certificate: 1, Stephen L. Ehlers, being a Registered Land Surveyor in the State of Colorado, do hereby certify that this map of 'existing conditions was prepared by me and under my supervision from a survey made by me and under my supervision in September, 2008 and that both the survey and map are true and accurate to . the best of my knowledge and belief. Stephen L. Ehlers L.S.20133 Date (This certification applies to this page only.) REVISION DATE BY Job No. 96057k 3 Exis ting Drawn by: reb Con dl tion S Dote: � 6 Dec o8 Approved.- of / File: 'ITIS ASPEN INSTITUTE FMG PROJECT NO. 0728 HPC MAJOR DEVELOPMENT / FINAL APPLICATION THE ASPEN INSTITUTE 1000 NORTH THIRD STREET ASPEN, CO 81611 Phone: 970 . 544 . 7905 Fax: 970 . 544 . 7908 MECHANICAL/ STRUCTURAL ENGINEER RESOURCE ENGINEERING GROUP PO BOX 3725 502 WHITEROCK AVE., SUITE 102 CRESTED BUTTE, CO. 81224 Phone: 970 . 349 . 2119 Fax: 970 . 349 . 1218 LIGHTING CONSULTANT LIGHTING DESIGN COLLABORATIVE 27 W. 24TH STREET NEW YORK, NY 10010 Phone: 212 . 645 . 6269 Fax: 212 . 633 . 0213 OWNER'S REPRESENTATIVE CURTIS & ASSOCIATES 300 E. H YM AN AVE., SUITE 2 ASPEN, CO 81611 Phone: 970 . 920 . 1395 Fax: 970 . 925 . 5046 CIVIL ENGINEER SCHMUESER GORDON MEYER 118 WEST 6TH STREET SUITE 200 GLENWOOD SPRINGS, CO 81601 Phone: 970 . 945 . 1004 Fax: 970 . 945 . 5948 THEATRE CONSULTANT FISCHER DACHS ASSOCIATES— THEATRE PLANNING AND DESIGN 22 W. 19TH STREET NEW YORK, NY 10011 Phone: 212 . 691 . 3020 Fax: 212 . 633 . 1644 ARCHITECT FAREWELL MILLS GATSCH ARCHITECTS, LLC 200 FORRESTAL ROAD, 3RD FLOOR PRINCETON, NEW JERSEY 08540-6235 Phone: 609 . 452 . 1777 Fax: 609 . 452 . 7192 E—MAIL: GENERAL@FMG— ARCH. COM A/V CONSULTANT DIGITAL ROADS 12750 W. 42ND AVENUE, WHEAT RIDGE, CO 80033 Phone: 303 . 422 . 4500 Fax: 303 . 422 . 3900 ACOUSTICAL CONSULTANT JAFFE HOLDEN 114—A WASHINGTON STREET NORWALK, CT 06854 Phone: 203 . 838 . 4167 Fax: 203 . 838 . 4168 GENERAL CONTRACTOR SHAW CONSTRUCTION 760 HORIZON DRIVE, SUITE 201 GRAND JUNCTION, CO 81506 Phone: 970 . 242 . 9236 Fax: 970 . 241 . 5618 ELECTRICAL/ PLUMBING/ FIRE PROTECTION ENGINEER THE BOULDER ENGINEERING COMPANY 2430 BROADWAY, SUITE 301 BOULDER, CO. 80304 Phone: 303 . 444 . 6038 Fax: 303 . 442 . 1172 11 DRAWING LIST 11 SHEET TITLE — TYPICAL — ABBREVIATIONS — X X SECTION SHEET NUMBER AFF ABOVE FINISHED FLOOR FOS FACE OF STUDS OFF OFFICE AP ACCESS PANEL FOW FACE OF WALL OC ON CENTER (S) ACT ACOUSTICAL CEILING TILE FIN FINISH (ED) OPG OPENING A/C AIR CONDITIONING FFL FINISH FLOOR LEVEL OPP OPPOSITE ALT ALTERNATE FE FIRE EXTINGUISHER OA OVERALL ALUM ALUMINUM FEC FIRE EXTINGUISHER CABINET OH OVERHEAD AB ANCHOR BOLT FPRF FIREPROOF (ING) XXX ROOM NAME ANOD ANODIC, ANODIZED FLR FLOOR (ING) PTD PAINTED ARCH ARCHITECT (URAL) FD FLOOR DRAIN PVG PAVE (D), (ING) ASPH ASPHALT FM FLOOR MAT & FRAME PVMT PAVEMENT ASTM AMERICAN SOCIETY FOR FT FOOT PLAM PLASTIC LAMINATE TESTING MATERIALS FTG FOOTING PLYWD PLYWOOD AUX AUXILIARY FR FRAME (D), (ING) PVC POLYVINYL CHLORIDE FBO FURNISHED BY OTHERS PSI POUNDS PER SQUARE INCH BRG BEARING FURR FURRED (ING) PSF POUNDS PER SQUARE FOOT BD BOARD PS PROJECTION SCREEN BS BOTH SIDES GA GAGE, GAUGE BOTT BOTTOM GALV GALVANIZED QTY QUANTITY BLDG BUILDING GB GRAB BAR GC GENERAL CONTRACTOR RAD RADIUS CAB CABINET GL GLASS, GLAZING REF REFERENCE CARP CARPET GYP BD GYPSUM BOARD REFR REFRIGERATOR CLG CEILING REINF REINFORCING CTR CENTER HC HANDICAPPED REQD REQUIRED < CENTER LINE HDR HEADER REV REVISION (S), REVISED CT CERAMIC TILE HVAC HEATING/VENTILATING/ RH RIGHT HAND C CHANNEL AIR CONDITIONING R RISER CLR CLEAR (ANCE) HT HEIGHT RD ROOF DRAIN CL CLOSET HP HIGH POINT RM ROOM COL COLUMN HM HOLLOW METAL RO ROUGH OPENING CONC CONCRETE HORIZ HORIZONTAL CMU CONCRETE MASONRY UNIT HB HOSE BIBB SEC SECTION CONST CONSTRUCTION HN HOT WATER HEATER SHT SHEET CONT CONTINUOUS OR CONTINUE SIM SIMILAR CONTR CONTRACT (OR) IN INCH STC SOUND TRANSMISSION CJ CONTROL JOINT INSUL INSULATE (D), (ION) S SOUTH COORD COORDINATE INT INTERIOR SPEC SPECIFICATION (S) CORR CORRIDOR SQ SQUARE CRS COURSE(S) JAN JANITOR SF SQUARE FEET JT JOINT SS STAINLESS STEEL DEMO DEMOLISH, DEMOLITION JST JOIST STD STANDARD DTL DETAIL STL STEEL DIAG DIAGONAL LAV LAVATORY STOR STORAGE DIA DIAMETER LH LEFT HAND STR STRUCTURAL DIM DIMENSION LT LIGHT SUSP SUSPENDED DN DOWN LTL LINTEL DWR DRAWER LP LOW POINT TB TACKBOARD DWG DRAWING THK THICK (NESS) D DRAIN MB MARKER BOARD T&G TONGUE AND GROOVE MFR MANUFACTURE (ER) T&B TOP AND BOTTOM EA EACH MO MASONRY OPENING TOS TOP OF SLAB E EAST MAX MAXIMUM TO STL TOP OF STEEL ELEC ELECTRIC (AL) MECH MECHANIC (AL) TOW TOP OF WALL EWC ELECTRIC WATER COOLER MTL METAL TYP TYPICAL EL ELEVATION MIN MINIMUM EMER EMERGENCY MISC MISCELLANEOUS z UL UNDERWRITERS LABORATORY ENCL ENCLOSE (URE) MTD MOUNTED UNO UNLESS OTHERWISE NOTED EQ EQUAL MULL MULLION U URINAL EQUIP EQUIPMENT EXIST EXISTING NOM NOMINAL VERT VERTICAL EB EXPANSION BOLT N NORTH VIF VERIFY IN FIELD EJ EXPANSION JOINT NA NOT APPLICABLE VCT VINYL COMPOSITION TILE EXP EXPOSED NIC NOT IN CONTRACT EXT EXTERIOR NTS NOT TO SCALE WC WATER CLOSET NO NUMBER WWF WELDED WIRE FABRIC W WEST W WIDTH, WIDE W/ WITH W/0 WITHOUT WD WOOD FMG PROJECT NO. 0728 HPC MAJOR DEVELOPMENT / FINAL APPLICATION THE ASPEN INSTITUTE 1000 NORTH THIRD STREET ASPEN, CO 81611 Phone: 970 . 544 . 7905 Fax: 970 . 544 . 7908 MECHANICAL/ STRUCTURAL ENGINEER RESOURCE ENGINEERING GROUP PO BOX 3725 502 WHITEROCK AVE., SUITE 102 CRESTED BUTTE, CO. 81224 Phone: 970 . 349 . 2119 Fax: 970 . 349 . 1218 LIGHTING CONSULTANT LIGHTING DESIGN COLLABORATIVE 27 W. 24TH STREET NEW YORK, NY 10010 Phone: 212 . 645 . 6269 Fax: 212 . 633 . 0213 OWNER'S REPRESENTATIVE CURTIS & ASSOCIATES 300 E. H YM AN AVE., SUITE 2 ASPEN, CO 81611 Phone: 970 . 920 . 1395 Fax: 970 . 925 . 5046 CIVIL ENGINEER SCHMUESER GORDON MEYER 118 WEST 6TH STREET SUITE 200 GLENWOOD SPRINGS, CO 81601 Phone: 970 . 945 . 1004 Fax: 970 . 945 . 5948 THEATRE CONSULTANT FISCHER DACHS ASSOCIATES— THEATRE PLANNING AND DESIGN 22 W. 19TH STREET NEW YORK, NY 10011 Phone: 212 . 691 . 3020 Fax: 212 . 633 . 1644 ARCHITECT FAREWELL MILLS GATSCH ARCHITECTS, LLC 200 FORRESTAL ROAD, 3RD FLOOR PRINCETON, NEW JERSEY 08540-6235 Phone: 609 . 452 . 1777 Fax: 609 . 452 . 7192 E—MAIL: GENERAL@FMG— ARCH. COM A/V CONSULTANT DIGITAL ROADS 12750 W. 42ND AVENUE, WHEAT RIDGE, CO 80033 Phone: 303 . 422 . 4500 Fax: 303 . 422 . 3900 ACOUSTICAL CONSULTANT JAFFE HOLDEN 114—A WASHINGTON STREET NORWALK, CT 06854 Phone: 203 . 838 . 4167 Fax: 203 . 838 . 4168 GENERAL CONTRACTOR SHAW CONSTRUCTION 760 HORIZON DRIVE, SUITE 201 GRAND JUNCTION, CO 81506 Phone: 970 . 242 . 9236 Fax: 970 . 241 . 5618 ELECTRICAL/ PLUMBING/ FIRE PROTECTION ENGINEER THE BOULDER ENGINEERING COMPANY 2430 BROADWAY, SUITE 301 BOULDER, CO. 80304 Phone: 303 . 444 . 6038 Fax: 303 . 442 . 1172 11 DRAWING LIST 11 SHEET TITLE — TYPICAL SYMBOL LEGEND — A-0.0 X X SECTION SHEET NUMBER O � n D NORTH ARROW X X BUILDING ELEVATION SHEET NUMBER CUT LINE Al WOOD, FINISHED -4�' X'—X" REFERENCE/SPOT ELEVATION ELEVATIONS/SECTIONS STEEL :., . ,.. 'I`'''`=" .`'- GYPSUM BOARD " A-8.1 A4 X A2 INTERIOR ELEVATIONS WOOD SHIM � GLASS EXISTING FIRST FLOOR PLAN CONCRETE NTCRETE MASONRY UNIT EXISTING BASEMENT FLOOR PLAN REVISION TAG BATT INSULATION SHEET NUMBER BRICK & BUBBLE A3 RIGID INSULATION Q1 X MINOR SECTION/ X SECTION DETAIL SHEET NUMBER XXX ROOM NUMBER XXX ROOM NAME FINISH, SEE SCHEDULE x 1 X DETAIL SHEET NUMBER En S m 3 W U FMG PROJECT NO. 0728 HPC MAJOR DEVELOPMENT / FINAL APPLICATION THE ASPEN INSTITUTE 1000 NORTH THIRD STREET ASPEN, CO 81611 Phone: 970 . 544 . 7905 Fax: 970 . 544 . 7908 MECHANICAL/ STRUCTURAL ENGINEER RESOURCE ENGINEERING GROUP PO BOX 3725 502 WHITEROCK AVE., SUITE 102 CRESTED BUTTE, CO. 81224 Phone: 970 . 349 . 2119 Fax: 970 . 349 . 1218 LIGHTING CONSULTANT LIGHTING DESIGN COLLABORATIVE 27 W. 24TH STREET NEW YORK, NY 10010 Phone: 212 . 645 . 6269 Fax: 212 . 633 . 0213 OWNER'S REPRESENTATIVE CURTIS & ASSOCIATES 300 E. H YM AN AVE., SUITE 2 ASPEN, CO 81611 Phone: 970 . 920 . 1395 Fax: 970 . 925 . 5046 CIVIL ENGINEER SCHMUESER GORDON MEYER 118 WEST 6TH STREET SUITE 200 GLENWOOD SPRINGS, CO 81601 Phone: 970 . 945 . 1004 Fax: 970 . 945 . 5948 THEATRE CONSULTANT FISCHER DACHS ASSOCIATES— THEATRE PLANNING AND DESIGN 22 W. 19TH STREET NEW YORK, NY 10011 Phone: 212 . 691 . 3020 Fax: 212 . 633 . 1644 ARCHITECT FAREWELL MILLS GATSCH ARCHITECTS, LLC 200 FORRESTAL ROAD, 3RD FLOOR PRINCETON, NEW JERSEY 08540-6235 Phone: 609 . 452 . 1777 Fax: 609 . 452 . 7192 E—MAIL: GENERAL@FMG— ARCH. COM A/V CONSULTANT DIGITAL ROADS 12750 W. 42ND AVENUE, WHEAT RIDGE, CO 80033 Phone: 303 . 422 . 4500 Fax: 303 . 422 . 3900 ACOUSTICAL CONSULTANT JAFFE HOLDEN 114—A WASHINGTON STREET NORWALK, CT 06854 Phone: 203 . 838 . 4167 Fax: 203 . 838 . 4168 GENERAL CONTRACTOR SHAW CONSTRUCTION 760 HORIZON DRIVE, SUITE 201 GRAND JUNCTION, CO 81506 Phone: 970 . 242 . 9236 Fax: 970 . 241 . 5618 ELECTRICAL/ PLUMBING/ FIRE PROTECTION ENGINEER THE BOULDER ENGINEERING COMPANY 2430 BROADWAY, SUITE 301 BOULDER, CO. 80304 Phone: 303 . 444 . 6038 Fax: 303 . 442 . 1172 11 DRAWING LIST 11 SHEET TITLE SHEET # — MATERIALS LEGEND — A-0.0 SCALE VARIES A-8.0 GROUND SOURCE HEAT PUMP (GSHP) POND LOCATIONS 1 FIRST FLOOR PLAN rilIII -III -III EARTH/ COMPACTED FILL ',��/'� ' STONE WOOD, FINISHED ELEVATIONS/SECTIONS CRUSHED STONE/ POROUS ALL ELEVATIONS/SECTIONS STEEL :., . ,.. 'I`'''`=" .`'- GYPSUM BOARD " A-8.1 CONCRETE � WOOD SHIM � GLASS EXISTING FIRST FLOOR PLAN CONCRETE NTCRETE MASONRY UNIT EXISTING BASEMENT FLOOR PLAN WOOD RODUGH FRAMING/ ROUGH FRAMING BATT INSULATION ® BRICK C-1 PLYWOOD RIGID INSULATION FMG PROJECT NO. 0728 HPC MAJOR DEVELOPMENT / FINAL APPLICATION THE ASPEN INSTITUTE 1000 NORTH THIRD STREET ASPEN, CO 81611 Phone: 970 . 544 . 7905 Fax: 970 . 544 . 7908 MECHANICAL/ STRUCTURAL ENGINEER RESOURCE ENGINEERING GROUP PO BOX 3725 502 WHITEROCK AVE., SUITE 102 CRESTED BUTTE, CO. 81224 Phone: 970 . 349 . 2119 Fax: 970 . 349 . 1218 LIGHTING CONSULTANT LIGHTING DESIGN COLLABORATIVE 27 W. 24TH STREET NEW YORK, NY 10010 Phone: 212 . 645 . 6269 Fax: 212 . 633 . 0213 OWNER'S REPRESENTATIVE CURTIS & ASSOCIATES 300 E. H YM AN AVE., SUITE 2 ASPEN, CO 81611 Phone: 970 . 920 . 1395 Fax: 970 . 925 . 5046 CIVIL ENGINEER SCHMUESER GORDON MEYER 118 WEST 6TH STREET SUITE 200 GLENWOOD SPRINGS, CO 81601 Phone: 970 . 945 . 1004 Fax: 970 . 945 . 5948 THEATRE CONSULTANT FISCHER DACHS ASSOCIATES— THEATRE PLANNING AND DESIGN 22 W. 19TH STREET NEW YORK, NY 10011 Phone: 212 . 691 . 3020 Fax: 212 . 633 . 1644 ARCHITECT FAREWELL MILLS GATSCH ARCHITECTS, LLC 200 FORRESTAL ROAD, 3RD FLOOR PRINCETON, NEW JERSEY 08540-6235 Phone: 609 . 452 . 1777 Fax: 609 . 452 . 7192 E—MAIL: GENERAL@FMG— ARCH. COM A/V CONSULTANT DIGITAL ROADS 12750 W. 42ND AVENUE, WHEAT RIDGE, CO 80033 Phone: 303 . 422 . 4500 Fax: 303 . 422 . 3900 ACOUSTICAL CONSULTANT JAFFE HOLDEN 114—A WASHINGTON STREET NORWALK, CT 06854 Phone: 203 . 838 . 4167 Fax: 203 . 838 . 4168 GENERAL CONTRACTOR SHAW CONSTRUCTION 760 HORIZON DRIVE, SUITE 201 GRAND JUNCTION, CO 81506 Phone: 970 . 242 . 9236 Fax: 970 . 241 . 5618 ELECTRICAL/ PLUMBING/ FIRE PROTECTION ENGINEER THE BOULDER ENGINEERING COMPANY 2430 BROADWAY, SUITE 301 BOULDER, CO. 80304 Phone: 303 . 444 . 6038 Fax: 303 . 442 . 1172 11 DRAWING LIST 11 SHEET TITLE SHEET # COVER SHEET A-0.0 DESIGN DEVELOPMENT SITE PLAN A-8.0 GROUND SOURCE HEAT PUMP (GSHP) POND LOCATIONS 1 FIRST FLOOR PLAN A-1.1 BASEMENT FLOOR PLAN A-1.0 ROOF PLAN A-1.3 ELEVATIONS/SECTIONS A-3.0 ELEVATIONS/SECTIONS A-3.1 SITE DETAILS (EXTERIOR RAILINGS) A-8.1 RENDERING, PHOTOS, CUTS A-8.3 WINDOW AND OVERHEAD DOOR DETAILS A-6.2 EXISTING FIRST FLOOR PLAN E-1.1 EXISTING BASEMENT FLOOR PLAN E-1.0 EXISTING ELEVATIONS E-3.0 CIVIL SITE PLAN C-1 00 �-22-08 ISSUED D-1-08 REVISED -A- -C- 1 2 I I I R_ _ MECH ROOM 032 5 - 1 1 OPEN TO ABOVE MECH ROOM 10301 Oman mmHg i Lf I I L TECH f CONTROL/ STORAGE SERVER ROOM JANITOR 013 1015 U N EXCAVATED UNEXCAVATED � J SCALE' 11T = Nr __tF BOILER RM 012 UNEXCAVATED II n II II FINISH SCHEDULE - AT PN FOOTINGS FLOOR AROJECTIONROOM ABOVE, I � I SEE STRUCTURAL DWGS. -�I lu 1 CARPET 1 PAINT/STAIN 0000 oeoe ease o000 0000 UNE OF WALL ABOVE LJ I 1 5 DF NEW CONCRETE i. SEE STRUCTURAL. r� \ EXTENT OF NEW \ \ WATERPROOFING AT BASEMENT. \ INSTALL NEW 6" PERFORATED \ PIPE @ 18" BELOW GRADE, \ \\ PIPE TO EXIST DRYWELL \\ OFFICES 019 1 3 1 1 MECH ROOM V21 VESTIBULE 020 3 _17 TRANSFORMER ROOM 022 SHARED OFFICE 023 1 1 1 1 - FLOOR PLAN LEGEND - NEW WALL EXISTING WALL TO REMAIN AREA OF FLOOR INFILL, CONCRETE U.N.O. OWINDOW TYPE X X NEW DOOR & DOOR NUMBER X EXISTING DOOR X COLUMN LINE FD ® FLOOR DRAIN (SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION) OTHERMOSTAT DF DRINKING FOUNTAIN 11 MW # MILLWORK FIRE EXTINGUISHER FF (CABINET SURFACE MOUNTED) FIRE EXTINGUISHER FE (CABINET SEMI -RECESSED) FIRE EXTINGUISHER FE (CABINET RECESSED) WALL MOUNTED SIGN SEE SIGNAGE LEGEND PS PROJECTION SCREEN - FINISH SCHEDULE - - PLAN NOTES - FLOOR CONTRACTOR TO VERIFY ALL CONDITIONS & DIMENSIONS IN FIELD. REPORT ALL WALLS KEY 1 CARPET 1 PAINT/STAIN ROOM NAME 2 CERAMIC TILE 2 CERAMIC TILE x I x I x I x 3 LINOLEUM 3 TRANSPARENT FINISH 5. 4 PLY WOOD COORDINATE WITH STRUCTURAL DRAWINGS AND DETAILS. OVER WOOD o N 5 PAINTED CONCRETE 4 ACOUSTIC PANELS " J � m 6 TRANS. FINISHED WOOD 5 CONCRETE CEILING & FLOOR LEVELS WITH APPROVED NONCOMBUSTIBLE MATERIALS. 10. PTD. WD. BASE TO MATCH EXIST. RECESSED BASE. INSTALL NEW ONLY AT NEW WALLS P19 AND AREAS OF INFILL. ALL EXIST. WD. BASE TO RECEIVE NEW PAINT. 1 AM INDICATES CHANGE IN FLOOR FINISH BASE CEILING NOTES: 1 PAINTED WOOD 1 PAINT 1. WHEN TWO OR MORE MATERIALS 2 CERAMIC TILE 2 LAY -IN PLASTIC ARE INDICATED, SEE PLANS OR 3 RUBBER BASE 3 CONCRETE ELEVATIONS FOR EXTENT DF NEW CONCRETE i. SEE STRUCTURAL. r� \ EXTENT OF NEW \ \ WATERPROOFING AT BASEMENT. \ INSTALL NEW 6" PERFORATED \ PIPE @ 18" BELOW GRADE, \ \\ PIPE TO EXIST DRYWELL \\ OFFICES 019 1 3 1 1 MECH ROOM V21 VESTIBULE 020 3 _17 TRANSFORMER ROOM 022 SHARED OFFICE 023 1 1 1 1 - FLOOR PLAN LEGEND - NEW WALL EXISTING WALL TO REMAIN AREA OF FLOOR INFILL, CONCRETE U.N.O. OWINDOW TYPE X X NEW DOOR & DOOR NUMBER X EXISTING DOOR X COLUMN LINE FD ® FLOOR DRAIN (SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION) OTHERMOSTAT DF DRINKING FOUNTAIN 11 MW # MILLWORK FIRE EXTINGUISHER FF (CABINET SURFACE MOUNTED) FIRE EXTINGUISHER FE (CABINET SEMI -RECESSED) FIRE EXTINGUISHER FE (CABINET RECESSED) WALL MOUNTED SIGN SEE SIGNAGE LEGEND PS PROJECTION SCREEN Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA Lorine Murray-Mechini AIA W H Q D v ) (0 u V V) >U N H M LO E ti C%4 0 00 dr- O U Cu It � o E w o) U- "- U coo 0 o c H LL N 11 Drawn By GH, JO Checked By AB, CG W Z Date 10/29/08 >� Revisions W W Q E-- Z O Q D U) J Z m � Z W Wz UU 5- W Q 2 a- F_ Project No 0728.3 Drawing Title BASEMENT FLOOR PLAN File Name PA -A-1 X-FLRPLANS. D W G O A-1,0 Z O 0 - GENERAL NOTES - - PLAN NOTES - 1. CONTRACTOR TO VERIFY ALL CONDITIONS & DIMENSIONS IN FIELD. REPORT ALL P2 DISCREPANCIES IN THESE DRAWINGS & RELATED SPECIFICATIONS TO ARCHITECT FOR P3 RESOLU11ON PRIOR TO START OF CONSTRUCTION. FAILURE TO VERIFY ALL CONDITIONS © AFFECTING THE WORK & FAILURE TO REPORT DISCREPANCIES WILL NOT RELIEVE THE P5 CONTRACTOR OF COMPLETE COORDINATION OF ALL ASPECTS OF THE WORK. 2. DO NOT SCALE DRAWINGS. 3. ALL DIMENSIONS TO FINISHED FACE OF CONSTRUCTION, U.N.O. 4. COORDINATE WITH MEP/FP DRAWINGS FOR SYSTEMS INSTALLATION REQUIREMENTS. P9 IN ALL AREAS OF REMOVALS, PATCH MATERIALS TO MATCH EXIST. ADJACENT. 5. COORDINATE WITH SITE PLAN DRAWING FOR EXTERIOR WORK. 6. COORDINATE WITH STRUCTURAL DRAWINGS AND DETAILS. 7. PROVIDE FIREBLOCKING AT STUD CONSTRUCTION & FURRED SPACES OF MASONRY AT P13 CEILING, FLOORS, & ROOF LEVELS. 8. PROVIDE FIREBLOCKING AT ALL INTERCONNECTIONS BETWEEN VERTICAL & HORIZONTAL P15 SPACES. 9. PROVIDE FIREBLOCKING AT OPENINGS AROUND VENTS, PIPES, DUCTS, & CHIMNEYS AT P77 CEILING & FLOOR LEVELS WITH APPROVED NONCOMBUSTIBLE MATERIALS. 10. PTD. WD. BASE TO MATCH EXIST. RECESSED BASE. INSTALL NEW ONLY AT NEW WALLS P19 AND AREAS OF INFILL. ALL EXIST. WD. BASE TO RECEIVE NEW PAINT. 1 11 Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA Lorine Murray-Mechini AIA W H Q D v ) (0 u V V) >U N H M LO E ti C%4 0 00 dr- O U Cu It � o E w o) U- "- U coo 0 o c H LL N 11 Drawn By GH, JO Checked By AB, CG W Z Date 10/29/08 >� Revisions W W Q E-- Z O Q D U) J Z m � Z W Wz UU 5- W Q 2 a- F_ Project No 0728.3 Drawing Title BASEMENT FLOOR PLAN File Name PA -A-1 X-FLRPLANS. D W G O A-1,0 Z O 0 - PLAN NOTES - P1 NEW PARTIALLY COVERED CONCRETE AREAWAY FOR EQUIPMENT ACCESS P2 NEW METAL LADDER AT AREAWAY P3 NEW AUDITORIUM WALL WITH FOLDING DOOR © INFILL AREA OF REMOVAL WITH MATERIALS MATCHING ADJACENT P5 NEW STAIR P6 NEW HANDICAPPED LIFT P7 THRESHOLD AND WOOD CASING AT NEW OPENING P8 NEW RAILING P9 NEW BUILT UP FLOORING, SEE SECTION P10 INSTALL NEW COPINGS AND FLASHINGS ALONG ENTIRE ROOF, TYP. FP_111 NEW TYPO ROOFING WITH ROOF DRAIN, FLASHING AND METAL COPING, TYP. P22 CONNECT ALL ROOF DRAINS TO NEW OR EXIST DRYWELLS, TYP. P13 NEW CONCRETE PATIO P14 NEW WOOD RAMP P15 NEW CONCRETE SIDEWALK [P-1 -6 NEW FRAMED DUCT ENCLOSURE WITH NEW ROOF MATERIAL P77 NEW SKYLIGHT P88 NEW METAL GRATE P19 NEW LOUVER, SEE MECHANICAL DWGS. Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA Lorine Murray-Mechini AIA W H Q D v ) (0 u V V) >U N H M LO E ti C%4 0 00 dr- O U Cu It � o E w o) U- "- U coo 0 o c H LL N 11 Drawn By GH, JO Checked By AB, CG W Z Date 10/29/08 >� Revisions W W Q E-- Z O Q D U) J Z m � Z W Wz UU 5- W Q 2 a- F_ Project No 0728.3 Drawing Title BASEMENT FLOOR PLAN File Name PA -A-1 X-FLRPLANS. D W G O A-1,0 Z O 0 wa STORAGE 141 4 - 1 1 CORRIDOR 140 1 1 1 1 OFFICE 106 1 1 1 1 -C- KITCHEN/COPY 107 3 1111111 CORRIDOR 120 1 1 1 1 STORAGE 122 4 1 1 1 OFFICE 105 1 1 1 1 FIRST FLOOR PLAN SCALE; v8" - Nr TECH CLOSET ME - 1 -13111 1 �� I J `t 3 1 1 MULTIPURPOSE/OFFICE MJ 1 3 1 1 STAI R ST2-1 PLATFORM AUDITORIUM IJL o CONTROL/PROJECTION R0 151 3 1311 2 L NEW CONCRETE FLOOR 152A L - OFFICE ODOR �OD© DOD ��0� 0�0© ------------- �---------------- � i WALKABLE REMOVABLE GRATE [____�i WITH HINGED ACCESS PANEL I "uur wl I n P 1 INSULATION BELOW Boon 1 4 CONCRETE FLOOR - SIGNAGE LEGEND - 00 MAXIMUM OCCUPANCY O O O TOILET RM W/ INTERNATIONAL SYMBOL OF ACCESSIBILTY FOYER 150 GALLERY OFFICE 118A 1 - 1 1 VESTIBULE 118 1 3 1 1 LOBBY 101 LI B RARY VESTIBULE 100 STAIR -ST1-1 -FLOOR PLAN LEGEND - NEW WALL EXISTING WALL TO REMAIN AREA OF FLOOR INFILL, CONCRETE U.N.O. OWINDOW TYPE X NEW DOOR & DOOR NUMBER X EXISTING DOOR X COLUMN LINE FD ® FLOOR DRAIN (SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION) OTHERMOSTAT DF ❑ DRINKING FOUNTAIN MW # MILLWORK FIRE EXTINGUISHER FE (CABINET SURFACE MOUNTED) FIRE EXTINGUISHER FE (CABINET SEMI -RECESSED) FIRE EXTINGUISHER FE (CABINET RECESSED) WALL MOUNTED SIGN SEE SIGNAGE LEGEND PS PROJECTION SCREEN - FINISH SCHEDULE - CONTRACTOR TO VERIFY ALL CONDITIONS & DIMENSIONS IN FIELD. REPORT ALL FLOOR DISCREPANCIES IN THESE DRAWINGS & RELATED SPECIFICATIONS TO ARCHITECT FOR WALLS KEY 1 CARPET 1 PAINT/STAIN ROOM NAME 2 CERAMIC TILE 2 CERAMIC TILE x I x I x 1 x 3 LINOLEUM 3 TRANSPARENT FINISH 6. 4 PLY WOOD PROVIDE FIREBLOCKING AT STUD CONSTRUCTION & FURRED SPACES OF MASONRY AT OVER WOOD o v J 5 PAINTED CONCRETE 4 ACOUSTIC PANELS o m W 6 TRANS. FINISHED WOOD 5 CONCRETE PTD. WD. BASE TO MATCH EXIST. RECESSED BASE. INSTALL NEW ONLY AT NEW WALLS P88 AND AREAS OF INFILL. ALL EXIST. WD. BASE TO RECEIVE NEW PAINT. P99 NEW LOUVER, SEE MECHANICAL DWGS. INDICATES CHANGE IN FLOOR FINISH BASE CEILING NOTES: 1 PAINTED WOOD 1 PAINT 1. WHEN TWO OR MORE,MATERIALS 2 CERAMIC TILE 2 LAY -IN PLASTIC ARE INDICATED, SEE PLANS OR 3 RUBBER BASE 3 CONCRETE ELEVATIONS FOR EXTENT - SIGNAGE LEGEND - 00 MAXIMUM OCCUPANCY O O O TOILET RM W/ INTERNATIONAL SYMBOL OF ACCESSIBILTY FOYER 150 GALLERY OFFICE 118A 1 - 1 1 VESTIBULE 118 1 3 1 1 LOBBY 101 LI B RARY VESTIBULE 100 STAIR -ST1-1 -FLOOR PLAN LEGEND - NEW WALL EXISTING WALL TO REMAIN AREA OF FLOOR INFILL, CONCRETE U.N.O. OWINDOW TYPE X NEW DOOR & DOOR NUMBER X EXISTING DOOR X COLUMN LINE FD ® FLOOR DRAIN (SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION) OTHERMOSTAT DF ❑ DRINKING FOUNTAIN MW # MILLWORK FIRE EXTINGUISHER FE (CABINET SURFACE MOUNTED) FIRE EXTINGUISHER FE (CABINET SEMI -RECESSED) FIRE EXTINGUISHER FE (CABINET RECESSED) WALL MOUNTED SIGN SEE SIGNAGE LEGEND PS PROJECTION SCREEN Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA Lorine Murray-Mechini AIA W V LO U s N U -'_- -!E //C3 U V 6 H C:) M Ln ti rn o0 C Z 2 T Lo Lo L_ o CD Li a) E U coo � o c F- LLN a Drawn By GH, JO Checked By AB, CG W W Date 10/29/08 Revisions W W D Z 0 ❑ O U) - Z � O Z W O W�e z U) Q d. to WQ = d. F_ Project No 0728.3 Drawing Title FIRST FLOOR PLAN File Name PA -A-1 X -F LRPLANS. DWG 0 A-1.1 Z 0 - GENERAL NOTES - 1. CONTRACTOR TO VERIFY ALL CONDITIONS & DIMENSIONS IN FIELD. REPORT ALL P1 DISCREPANCIES IN THESE DRAWINGS & RELATED SPECIFICATIONS TO ARCHITECT FOR P2 RESOLUTION PRIOR TO START OF CONSTRUCTION. FAILURE TO VERIFY ALL CONDITIONS P3 AFFECTING THE WORK & FAILURE TO REPORT DISCREPANCIES WILL NOT RELIEVE THE © CONTRACTOR OF COMPLETE COORDINATION OF ALL ASPECTS OF THE WORK. 2. DO NOT SCALE DRAWINGS. 3. ALL DIMENSIONS TO FINISHED FACE OF CONSTRUCTION, U.N.O. 4. COORDINATE WITH MEP/FP DRAWINGS FOR SYSTEMS INSTALLATION REQUIREMENTS. P8 IN ALL AREAS OF REMOVALS, PATCH MATERIALS TO MATCH EXIST. ADJACENT. 5. COORDINATE WITH SITE PLAN DRAWING FOR EXTERIOR WORK. 6. COORDINATE WITH STRUCTURAL DRAWINGS AND DETAILS. 7. PROVIDE FIREBLOCKING AT STUD CONSTRUCTION & FURRED SPACES OF MASONRY AT P12 CEILING, FLOORS, & ROOF LEVELS. 8. PROVIDE FIREBLOCKING AT ALL INTERCONNECTIONS BETWEEN VERTICAL & HORIZONTAL P44 SPACES. 9. PROVIDE FIREBLOCKING AT OPENINGS AROUND VENTS, PIPES, DUCTS, & CHIMNEYS AT P66 CEILING & FLOOR LEVELS WITH APPROVED NONCOMBUSTIBLE MATERIALS. 10. PTD. WD. BASE TO MATCH EXIST. RECESSED BASE. INSTALL NEW ONLY AT NEW WALLS P88 AND AREAS OF INFILL. ALL EXIST. WD. BASE TO RECEIVE NEW PAINT. P99 NEW LOUVER, SEE MECHANICAL DWGS. Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA Lorine Murray-Mechini AIA W V LO U s N U -'_- -!E //C3 U V 6 H C:) M Ln ti rn o0 C Z 2 T Lo Lo L_ o CD Li a) E U coo � o c F- LLN a Drawn By GH, JO Checked By AB, CG W W Date 10/29/08 Revisions W W D Z 0 ❑ O U) - Z � O Z W O W�e z U) Q d. to WQ = d. F_ Project No 0728.3 Drawing Title FIRST FLOOR PLAN File Name PA -A-1 X -F LRPLANS. DWG 0 A-1.1 Z 0 - PLAN NOTES - P1 NEW PARTIALLY COVERED CONCRETE AREAWAY FOR EQUIPMENT ACCESS P2 NEW METAL LADDER AT AREAWAY P3 NEW AUDITORIUM WALL WITH FOLDING DOOR © INFILL AREA OF REMOVAL WITH MATERIALS MATCHING ADJACENT P5 NEW STAIR P6 NEW HANDICAPPED LIFT P7 THRESHOLD AND WOOD CASING AT NEW OPENING P8 NEW RAILING P9 NEW BUILT UP FLOORING, SEE SECTION P10 INSTALL NEW COPINGS AND FLASHINGS ALONG ENTIRE ROOF, TYP. P11 NEW TYPO ROOFING WITH ROOF DRAIN, FLASHING AND METAL COPING, TYP. P12 CONNECT ALL ROOF DRAINS TO NEW OR EXIST DRYWELLS, TYP, P33 NEW CONCRETE PATIO P44 NEW WOOD RAMP P15 NEW CONCRETE SIDEWALK P66 NEW FRAMED DUCT ENCLOSURE WITH NEW ROOF MATERIAL P77 NEW SKYLIGHT P88 NEW METAL GRATE P99 NEW LOUVER, SEE MECHANICAL DWGS. Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA Lorine Murray-Mechini AIA W V LO U s N U -'_- -!E //C3 U V 6 H C:) M Ln ti rn o0 C Z 2 T Lo Lo L_ o CD Li a) E U coo � o c F- LLN a Drawn By GH, JO Checked By AB, CG W W Date 10/29/08 Revisions W W D Z 0 ❑ O U) - Z � O Z W O W�e z U) Q d. to WQ = d. F_ Project No 0728.3 Drawing Title FIRST FLOOR PLAN File Name PA -A-1 X -F LRPLANS. DWG 0 A-1.1 Z 0 Irm -c- P11 P10 NEW SS CONDUCTOR AND DOWNSPOUT O SEE DETAIL XX/XX NEW SS CONDUCTOR AND DOWNSPOUT C2 SEE DETAIL XX/XX -9'0 P11 P11ROOF DUC ENCLOSURE C3 A-9.0 P10 FLAT FLAT —�` FLAT n r SEE SHEET A-9.0 FOR AUDITORIUM ROOF ASSEMBLY. NEW SS DIVERTERS, TYP. D1 A-9.0 Al A-4.0 n n n n / \\ II II II / --------------- �------------- ---—��------------i�------------J / / LINE OF WALL BELOW, TYP. / / / / / / / / / / ALL ROOF DRAINS TO RECEIVE NEW INLETS, TYP. EXTEND PIPING AS - NECESSARY TO CONNECT ASSEMBLY 0 RD 0 1 'O RD P10 1311 A-6:2 NEW LIGHT FIXTURES 0 P RD TYP. 172 VENT SLC REINSTALL EXISTING ROOF §� HATCH IN NEW ROOF Al A2 ASSEMBLY A-9.0 F B1 P11 A-s.o FLAT RAISED FLAT FLAT P 11 P11 NEW LIGHT FIXTURES - V) IN EXIST. LOCATIONS, 0 o <2) RD0TYP. FOR 4 Q P00 \ / / --- -i ------------ i -------------1 -------------------,\ \ LJ u u 07 u J SCALD Mr = Nr —D— FLAT ST. SKYLIGHT TO REMAIN, �N WITH MILD DETERGENT. )ORD WITH NEW FLASHING AND NEW ROOFING, SEAL ALL JOINTS O I C1 0 A-6.2 RD_ P11 P16 FULL LENGTH BETWEEN ROOFS O FLAT U 0 RD P16 UP B5 A-9.0 D1 A-4.0 X A-7.1 \ \ \ \ FLAT P11 P11P11 FLAT 0 11 RD P -- FLAT -- ------------------------ \ W P11 FLAT z 0 P10 - FLOOR PLAN LEGEND - NEW WALL EXISTING WALL TO REMAIN AREA OF FLOOR INFILL, CONCRETE U.N.O. OWINDOW TYPE X x NEW DOOR & DOOR NUMBER X EXISTING DOOR COLUMN LINE FD ® FLOOR DRAIN (SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION) OTHERMOSTAT DF DRINKING FOUNTAIN 11 MW # MILLWORK FIRE EXTINGUISHER FE (CABINET SURFACE MOUNTED) FIRE EXTINGUISHER FE (CABINET SEMI -RECESSED) FIRE EXTINGUISHER FE (CABINET RECESSED) WALL MOUNTED SIGN SEE SIGNAGE LEGEND PS PROJECTION SCREEN - FINISH SCHEDULE - - GENERAL NOTES - 1. CONTRACTOR TO VERIFY ALL CONDITIONS & DIMENSIONS IN FIELD. REPORT ALL P2 KEY P3 FLOOR P4 WALLS 5 1 CARPET 1 PAINT/STAIN ROOM NAME 2 CERAMIC TILE 2 CERAMIC TILE x I x I x x 3 LINOLEUM 3 TRANSPARENT FINISH PROVIDE FIREBLOCKING AT STUD CONSTRUCTION & FURRED SPACES OF MASONRY AT 4 PLY WOOD 8. OVER WOOD o N 5 PAINTED CONCRETE 4 ACOUSTIC PANELS M 6 TRANS. FINISHED WOOD 5 CONCRETE OM INDICATES CHANGE IN FLOOR FINISH BASE CEILING NOTES: 1 PAINTED WOOD 1 PAINT 1. WHEN TWO OR MORE MATERIALS 2 CERAMIC TILE 2 LAY -IN PLASTIC ARE INDICATED, SEE PLANS OR 3 RUBBER BASE 3 CONCRETE ELEVATIONS FOR EXTENT P10 - FLOOR PLAN LEGEND - NEW WALL EXISTING WALL TO REMAIN AREA OF FLOOR INFILL, CONCRETE U.N.O. OWINDOW TYPE X x NEW DOOR & DOOR NUMBER X EXISTING DOOR COLUMN LINE FD ® FLOOR DRAIN (SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION) OTHERMOSTAT DF DRINKING FOUNTAIN 11 MW # MILLWORK FIRE EXTINGUISHER FE (CABINET SURFACE MOUNTED) FIRE EXTINGUISHER FE (CABINET SEMI -RECESSED) FIRE EXTINGUISHER FE (CABINET RECESSED) WALL MOUNTED SIGN SEE SIGNAGE LEGEND PS PROJECTION SCREEN Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA Lorine Murray-Mechini AIA w Q 0 v (0 U� C3 Q) CV) 0 H C> E Cu LO ti 12 CD 04 00 0 � Ri L Lo L01 o 0 0) 0) u U H LL N d Drawn By GH, JO Checked By AB, CG W z Date 10/29/08 0 Revisions W W �- z 0 Q O Z D 0 M 0 W W U IL W U Lu Q 0- Project No 0728.3 Drawing Title ROOF PLAN File Name PA -A-1 X-FLRPLANS. D W G LO A-1.3 Z 0 0 - GENERAL NOTES - 1. CONTRACTOR TO VERIFY ALL CONDITIONS & DIMENSIONS IN FIELD. REPORT ALL P2 DISCREPANCIES IN THESE DRAWINGS & RELATED SPECIFICATIONS TO ARCHITECT FOR P3 RESOLUTION PRIOR TO START OF CONSTRUCTION. FAILURE TO VERIFY ALL CONDITIONS P4 AFFECTING THE WORK & FAILURE TO REPORT DISCREPANCIES WILL NOT RELIEVE THE 5 CONTRACTOR OF COMPLETE COORDINATION OF ALL ASPECTS OF THE WORK. 2. DO NOT SCALE DRAWINGS. 3. ALL DIMENSIONS TO FINISHED FACE OF CONSTRUCTION, U.N.O. 4. COORDINATE WITH MEP/FP DRAWINGS FOR SYSTEMS INSTALLATION REQUIREMENTS. P9 IN ALL AREAS OF REMOVALS, PATCH MATERIALS TO MATCH EXIST. ADJACENT. 5. COORDINATE WITH SITE PLAN DRAWING FOR EXTERIOR WORK. 6. COORDINATE WITH STRUCTURAL DRAWINGS AND DETAILS. 7. PROVIDE FIREBLOCKING AT STUD CONSTRUCTION & FURRED SPACES OF MASONRY AT P33 CEILING, FLOORS, & ROOF LEVELS. 8. PROVIDE FIREBLOCKING AT ALL INTERCONNECTIONS BETWEEN VERTICAL & HORIZONTAL P55 SPACES. 9. PROVIDE FIREBLOCKING AT OPENINGS AROUND VENTS, PIPES, DUCTS, & CHIMNEYS AT P17 CEILING & FLOOR LEVELS WITH APPROVED NONCOMBUSTIBLE MATERIALS. 10. PTD. WD. BASE TO MATCH EXIST. RECESSED BASE. INSTALL NEW ONLY AT NEW WALLS P99 AND AREAS OF INFILL. ALL EXIST. WD. BASE TO RECEIVE NEW PAINT. Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA Lorine Murray-Mechini AIA w Q 0 v (0 U� C3 Q) CV) 0 H C> E Cu LO ti 12 CD 04 00 0 � Ri L Lo L01 o 0 0) 0) u U H LL N d Drawn By GH, JO Checked By AB, CG W z Date 10/29/08 0 Revisions W W �- z 0 Q O Z D 0 M 0 W W U IL W U Lu Q 0- Project No 0728.3 Drawing Title ROOF PLAN File Name PA -A-1 X-FLRPLANS. D W G LO A-1.3 Z 0 0 - PLAN NOTES - P1 NEW PARTIALLY COVERED CONCRETE AREAWAY FOR EQUIPMENT ACCESS P2 NEW METAL LADDER AT AREAWAY P3 NEW AUDITORIUM WALL WITH FOLDING DOOR P4 INFILL AREA OF REMOVAL WITH MATERIALS MATCHING ADJACENT 5 NEW STAIR P6 NEW HANDICAPPED LIFT P7 THRESHOLD AND WOOD CASING AT NEW OPENING P8 NEW RAILING P9 NEW BUILT UP FLOORING, SEE SECTION P00 INSTALL NEW COPINGS AND FLASHINGS ALONG ENTIRE ROOF, TYP. P11 NEW TYPO ROOFING WITH ROOF DRAIN, FLASHING AND METAL COPING, TYP. P12 CONNECT ALL ROOF DRAINS TO NEW OR EXIST DRYWELLS, TYP. P33 NEW CONCRETE PATIO P44 NEW WOOD RAMP P55 NEW CONCRETE SIDEWALK P66 NEW FRAMED DUCT ENCLOSURE WITH NEW ROOF MATERIAL P17 NEW SKYLIGHT P18 NEW METAL GRATE P99 NEW LOUVER, SEE MECHANICAL DWGS. Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA Lorine Murray-Mechini AIA w Q 0 v (0 U� C3 Q) CV) 0 H C> E Cu LO ti 12 CD 04 00 0 � Ri L Lo L01 o 0 0) 0) u U H LL N d Drawn By GH, JO Checked By AB, CG W z Date 10/29/08 0 Revisions W W �- z 0 Q O Z D 0 M 0 W W U IL W U Lu Q 0- Project No 0728.3 Drawing Title ROOF PLAN File Name PA -A-1 X-FLRPLANS. D W G LO A-1.3 Z 0 0 � I I 1 2 I I I VEST. 100 REMOVE EXIST. CLG AS NEEDED FOR STRUCTURAL WORK, WHICH WILL INCLUDE STEEL BEAMS WITH REPETITIVE WOOD RAFTERS. REPLACE CLG TO MATCH EXISTING ADJACENT NEW STEEL BEAMS SEE STRUCTURAL DRAWINGS maw I° aIle �IIII II WOMEN SEATS BEYOND 017 EW 6"W X 10"D CONIC FOOTING AT NEW EAST AAD WEST IPROJECTION ROOM WALLS Iwo IM ==1111IT -A- N A B C Dl LONGITUDINAL SECTION REPLACE AREAS OF SPALL D CMU BOTH SIDES PRIOR TO EXTEN ING STAGE 4 5 I a T.W. +21'-4" NEW PTD CMU WALLS REPLACE SEALANT BETWEEN TO MATCH EXISTING WYTHES OF BLOCK WHERE DETERIORATED, FULL LENGTH NEW ROOF DUCT REPAINT EXTERIOR NEW EXTERIOR ENCLOSURE BEYOND TO MATCH EXIST. LIGHT FIXTURE, TYP. COLOR, TYP. NEW FLUID APPLIED ROOFING SYSTEM NEW SKYLIGHT T.W. +11'-4" OC W. +9'-4" ELEV. 1'-8� — U jLJ ELEV. 0'-O"—\— — — _ /N=EW I=LAth at d rEXCAVATE FOR WATER- I ---J I PROOFING ALONG 2 WALLS, I EW CONC. PATIO OVERHEAD DOOR `- - - - - - - -'- - -'- - - - - - - I sj, I SEE GENERAL NOTES & PLANS I TO PATIO NEW STAINLESS STEEL I----------T� ----� _-- -- NEW DBL. GLAZED r-'- — — — — — — — tT — — — — — — — — � ALUM. DOORS TUBE HANDRAILS WITH ----------1-- L------------------------� HORIZ. CABLE AND I I NEW DOWNSPOUT TO DRYWELL SEEIPLUI BING DWGS. INTEGRAL LIGHTING I — _ _ — 1 ) NEW SINGLE LEAF, DOUBLE -GLAZED — - — — — — — — — _ — — J — ,� ALUMINUM DOOR WITH SIDELIGHTS L----------------� NORTH ELEVATION 5L AL.0 1/S" = f-ir T.W. +21'-4 REPAINT EXTERIOR NEW ROOF DUCT MU L IPURPOSE — 155 ELEV. 1'-8" ELEV. 0'-0" I COLOR, TYP. NEW EXTERIOR MECHANICAL ROOM BASEMENT FLOOR ELEV-13'-7%" NEW PTD. HM DOOR T.W. +21'-4" NEW PTD CMU WALLS REPLACE SEALANT BETWEEN TO MATCH EXISTING WYTHES OF BLOCK WHERE DETERIORATED, FULL LENGTH NEW ROOF DUCT REPAINT EXTERIOR NEW EXTERIOR ENCLOSURE BEYOND TO MATCH EXIST. LIGHT FIXTURE, TYP. COLOR, TYP. NEW FLUID APPLIED ROOFING SYSTEM NEW SKYLIGHT T.W. +11'-4" OC W. +9'-4" ELEV. 1'-8� — U jLJ ELEV. 0'-O"—\— — — _ /N=EW I=LAth at d rEXCAVATE FOR WATER- I ---J I PROOFING ALONG 2 WALLS, I EW CONC. PATIO OVERHEAD DOOR `- - - - - - - -'- - -'- - - - - - - I sj, I SEE GENERAL NOTES & PLANS I TO PATIO NEW STAINLESS STEEL I----------T� ----� _-- -- NEW DBL. GLAZED r-'- — — — — — — — tT — — — — — — — — � ALUM. DOORS TUBE HANDRAILS WITH ----------1-- L------------------------� HORIZ. CABLE AND I I NEW DOWNSPOUT TO DRYWELL SEEIPLUI BING DWGS. INTEGRAL LIGHTING I — _ _ — 1 ) NEW SINGLE LEAF, DOUBLE -GLAZED — - — — — — — — — _ — — J — ,� ALUMINUM DOOR WITH SIDELIGHTS L----------------� NORTH ELEVATION 5L AL.0 1/S" = f-ir T.W. +21'-4 REPAINT EXTERIOR NEW ROOF DUCT TO MATCH EXIST. ENCLOSURE BEYOND COLOR, TYP. NEW EXTERIOR LIGHT FIXTURE, TYP. T.W. +11'-4" NEW SKYLIGHT W. +9'-4" NEW FLUID APPLIED ROOFING SYSTEM C —C— E ASTM ASTM II IIIREPLACE DAMAGED CMU, TYP. I I III II ( I I I—L----I --J '— �------- — — — — — — — — —rl— — ------------------------------L---------- — — — — — — — — — — — — — — — — — — —IT — — — — — — — — — — 1, 111-_,L---- L----- L __ -------- NEW DBL. GLAZED I II —L-----1-----L-- —J--------J ALUM. DOORS III III I I I y REPLACE SEALANT BETWEEN NEW OVERHEAD DOOR NEW CONC. PATIO NEW STAINLESS STEEL NEW AREAWAY I I I I I WYTHES OF BLOCK WHERE TO PATIO AND RAMP TUBE HANDRAILS WITH I I I III I I I I I I DETERIORATED, FULL LENGTH LE AND NEW DOWNSPOUT TO DRYWELL I I II NEGRALABGHTING SOUTH ELEVATION -D- ELEV, 1'-8--\ ELEV. 0'-0"--\ - GENERAL NOTES - 1. ALIGN ALL NEW CMU COURSING WTIH EXISTING. 2. MATCH EXISTING MATERIALS IN AREAS OF NEW CONSTRUCTION. 3. REPLACE DAMAGED EXTERIOR AND INTERIOR CMU WHERE INDICATED WITH NEW TO MATCH EXIST. IN SIZE, SHAPE AND TEXTURE. REPLACE ADJACENT MATERIALS TO MATCH EXIST. AS REQUIRED FOR ACCESS. 4. ALL EXTERIOR CMU TO BE PAINTED AFTER CLEANING AND REPAIRS ARE COMPLETE. 5. INTERIOR CMU SURFACES AT AUDITORIUM TO BE FULLY CLEANED PRIOR TO APPLYING A FINISH STAIN TO CMU SURFACES. SEE ALLOWANCES IN SPEC FOR ADDITIONAL INFO. 6. CONTRACTOR IS TO OBTAIN A MATERIALS CONSERVATOR FOR INTERIOR CLEANING TESTS PRIOR TO PERFORMING ANY CLEANING. SEE ALLOWANCES IN SPEC FOR ADDITIONAL INFO. 7. EXTERIOR BASEMENT WALLS ALONG ROOM 019 TO BE WATERPROOFED TO CORRECT MOISTURE/WATER INFILTRATION AT INTERIOR, SEE PLANS. 8. SEE ROOF AND SITE PLANS FOR ADDITIONAL INFORMATION. 9. SEE SPECIFICATIONS FOR ADDITIONAL ALLOWANCES. 10. V.I.F. ALL WINDOW HEIGHTS. TYPE "B" WINDOWS VARY IN HEIGHT. 11. EXTERIOR AUDITORIUM WALLS TO RECEIVE DAMPROOFING PRIOR TO REGRADING. A WINDOW TYPE, SEE DWG A-6.1 FOR ADDITIONAL INFO. AREA OF CMU REPLACEMENT ® AREA OF EXTERIOR CMU TO BE CLEANED Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA Lorine Murray-Mechini AIA v U sN Cu 06 N H O E CU LO 0 ~ N O U Z 2 N N co .LO O 1= O LL U H LL N a Drawn By GH, JO Checked By AB, CG Date 10/29/08 Revisions W �- Z O U) - Z m 0 Z W O WY z (v W QU) W Q Q Project No 0728.3 Drawing Title ELEVATIONS & BLDG. SECTION File Name PA-A-3X-ELEVS.DWG A-3.0 NEW ROOF DUCT -A- ,-„ TRANSVERSE SECTION -$- El E ELE SCALE W = P-0" ✓. 1,-8" ✓. 0'-0" EAST ELEVATION SCALE 11T = Pte' REPLACE SEALANT BI WYTHES OF BLOCK DETERIORATED, FULL I ELEV. 1' ELEV. 0' I I I WALL UNITS, TYP. I III III I I I III III I ----_-----____ =�---- - -I4-_ - - ------- ----- -- - -------------------------------------------I------ --�—I-----------I1 1 —J-----� I I — — — — — — — — — I — — — — — — — — — — I — — L— — — -�— — — — — — — — — — — — — — — — — — — WEST ELEVATION Ll $CALE� 1/8' � Y-0-0 -D- ;TERIOR EXIST. ALANT BETWEEN BLOCK WHERE .D, FULL LENGTH 1'-8" 0'-0" - GENERAL NOTES - 1. ALIGN ALL NEW CMU COURSING WTIH EXISTING. 2. MATCH EXISTING MATERIALS IN AREAS OF NEW CONSTRUCTION. 3. REPLACE DAMAGED EXTERIOR AND INTERIOR CMU WHERE INDICATED WITH NEW TO MATCH EXIST. IN SIZE, SHAPE AND TEXTURE, REPLACE ADJACENT MATERIALS TO MATCH EXIST. AS REQUIRED FOR ACCESS. 4. ALL EXTERIOR CMU TO BE PAINTED AFTER CLEANING AND REPAIRS ARE COMPLETE. 5. INTERIOR CMU SURFACES AT AUDITORIUM TO BE FULLY CLEANED PRIOR TO APPLYING A FINISH STAIN TO CMU SURFACES. SEE ALLOWANCES IN SPEC FOR ADDITIONAL INFO. 6. CONTRACTOR IS TO OBTAIN A MATERIALS CONSERVATOR FOR INTERIOR CLEANING TESTS PRIOR TO PERFORMING ANY CLEANING. SEE ALLOWANCES IN SPEC FOR ADDITIONAL INFO. 7. EXTERIOR BASEMENT WALLS ALONG ROOM 019 TO BE WATERPROOFED TO CORRECT MOISTURE/WATER INFILTRATION AT INTERIOR, SEE PLANS. 8. SEE ROOF AND SITE PLANS FOR ADDITIONAL INFORMATION. 9. SEE SPECIFICATIONS FOR ADDITIONAL ALLOWANCES. 10. V.I.F. ALL WINDOW HEIGHTS. TYPE "B" WINDOWS VARY IN HEIGHT. 11. EXTERIOR AUDITORIUM WALLS TO RECEIVE DAMPROOFING PRIOR TO REGRADING. A WINDOW TYPE, SEE DWG A-6.1 FOR ADDITIONAL INFO. AREA OF CMU REPLACEMENT ® AREA OF EXTERIOR CMU TO BE CLEANED Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA Lorine Murray-Mechini AIA W H Q v V -I- U - (D U+- On U V CCV) C' a� v LL C3 cc LO 0 0Y O U ti 04� ZC14 C14 Lo Lo L N 'd -,I- " O E J) 6 L0 N O H LL N �V Drawn By GH, JO Checked By AB, CG LU Z Date 10/29/08 0 Revisions W W Q � � o Z 0 I �p o Cn — z � O Z � WW CL� LLj Z U) n 0- Q W Q WQ F - Project No 0728.3 Drawing Title ELEVATIONS & BLDG. SECTION File Name PA-A-3X-ELEVS.DWG 0 A-3.1 9 F - z O U I I I I I 1 2 3 4 5 I I D1 I I I WH�2 6'-10" OPENING - GLAZING SCHEDULE - 2" D1 6'-4 2 GL -1 1/4" CLEAR FLOAT GLASS A-4.0 GL -2 1/4" CLEAR TEMPERED FLOAT GLASS H3 GL -3 1" INSULATED L-3 cd GL -4 1" INSULATED TEMPERED NGL-5 1" INSULATED SPANDREL GL -5 SPANDREL GLASSMichael Farewell FAIA GL -6 1" INSULATED LAMINATED CV N •-1N Michael J. Mills FAIA H4 r�� Michael Schnoering AIA 1/2" TYP _3 GL -3 N NOTES Lorine Murray-Mechini AIA L-3 cv LL rrn00 GL -3 L-3> I M2 cV 2'-1 D" 17�1. ALL WINDOWS TO BE GL -3 U.O.N. 10'-0" V.I.F. W� 2. ALL WINDOW FRAMES TO BE ALUMNIUM w 4'-9 4-91" L-3 > ;\ GL -3 u')[00 H5 3. ALL INTERIOR DOORS WITH GLAZING TO BE TYPE o 2 I I GL -2 ,n 1 00 12 FL3 `lam M3 N 4. ALL EXT. DOORS W/ GLAZING TO BE TYPE GL -4 W LCA CV H, = N 5. VERIFY ALL WINDOW DIMENSIONS IN FIELD. J1 ,y L- JS GL -4 � ; GL -3 Ja 6. ALL FRAMES AND SASH ARE MILL FINISHED c _______ N ALUMINUM WITH INSULATED GLAZING, U.N.O. U 2" i J3`V 7. AUDITORIUM WINDOWS TO HAVE TYPE GL -4 WITHIN s U_ LL:J2 L- co `_ M4 J9 H6 21'-21" 2'-0" OF EXT. GRADE OR FLOOR "' GL -3 GL -3 L_4 N GL -4 I a' GL -3 4 k (D U cV (DI ao v rn L -iv cn �3 J7 GL -4 r;N o S5 J10 GL -6 GL -6 GL -6 GL -6 GL -6 GL -6 GL -6 J11 FIXED PANEL BELOW -A- b s� 3i� N 1" S4 g2 FIXED PANEL BELOW 17 -02 FOLDING DOOR BY S6 WILSON DOOR NEW STRUCTURAL L H SUPPORT WALL BELOW A SLIDING - OFFICE B VERTICAL -AUDITORIUM , CURTAIN WALL - FOLDING DOORS D SINGLE HUNG - LIBRARY E SKYLIGHT - SINGLE SLOPE (HEIGHTS VARY) KAWNEER 843OTL MODEL: 70SLOPE BMS -3000 CUSTOM SKYLIGHT SINGLE SLOPE Bi wnvDow TEs TPO ROOFING r1_ C14 o � LO 0 MEMBRANE � w zL Y" COVER BOARD � � o " CEMENT BOARD 3$" d� d� Li CD COU RIGID INSUL. 1" ~ U- N a. BUILT-UP ROOF EXISTING CEILING 12 Drawn By 1 X MTL DECK STRUCTURE 1" INSUL. DW GLASS Checked By WD BLOCKING AS SEALANT W/ F �� ALUM ,�„� AB, CG z EXTERIOR MOUNTED SEALANT AND REO. BACKER ROD Date I INSERT/COVER ro 10/29/08 SCREEN BACKER ROD BOTH SEALANT 1%20 - Revisions SIDES} N EXPANSION BOLT B - FINISHED CEILING SS FLASHING, TYP. ALUM HORIZONTAL ' Y2" SEALANT W/ ALUM DIVIDER PROFILE BACKER ROD INSERT/COVER BLACKOUT SHADE j� H2 AND TRACK WD SILL BELOW PTD %" GWD INTERIOR APPLIED TO 1%" MTL STUD PTD" GWD " APPLIED TO 1%" Y4" WIRE PULLS BATT INSUL. (STANDARD) 1" RIGID INSUL MTL STUD INTERIOR INTERIOR HANDLE <; ,:. : BATT INSUL. ,J 2" ALUM. ANGLE STRUCTURAL 2 Y2" MTL STUDS TRANSITION (TYP. FRAMING 6" COLD W ON BOTH SIDES FORMED S" 1" RIGID INSUL W INTERIOR) uJ RUNNERS EXTERIOR 3 9/32' INTERIOR n 1" INSUL GLASS BLACKOUT V ALUM TRACK Z 0 INSERT/COVER m N 1 15132• Q Q \i SEALANT -EXISTING WALL EXISTING WALL EXISTING WALL W J .... ..... ...... Li SI JAMB / CONSTRUCTION 1 " Z" / CONSTRUCTION CONSTRUCTIONZ Z) 0 1$" 1" EXTERIOR EXTERIOR 1" 1 SEALANT AND SEALANT AND FIXED VERTICAL \ N 11" 11" SEALANT AND 1 $ SEALANT AND SEALANT AND — m O $ BACKER ROD ': BACKER ROD 1" 3" BACKER ROD " 1 " 3„ BACKER ROD Z BACKER RODS EXTERIOR EXISTING MASONRY WALL 2 g¢ $ W U Z (TYP)MAPES FIXED MTL W p) MAPES FIXED MTL � MASONRY EXPANSION 4" $" PANEL WITH INSUL. EXTERIOR MOUNTED PANEL MOLDING BOLT U r SCREEN MAPES FIXED MTL W IZ J4 PANEL WITH INSUL. JS JS Q W Q Jl J2 J3 O-- J9� - -C- W Q 1" INSULATED GLASS CAULK JOINT 1" 1" INSUL. 4" -�- 1" INSULATED 44 WD SILL GLASS GLASS EXTERIOR MOUNTEDLL_u ALUM SCREEN C14 WD BLOCKING INSERT/COVER CAULK JOINT EXTERIOR INTERIOR ""� SEALANT W/ WD SILL BACKER CUSTOM ALUM. `V -2 "'r°O BOTH SIDES TRANSITION WD BLOCKING Project No ' ��d 0728.3 Y" WD APRON WITH 1" ALUM. M " MAPES FIXED PTD GWB WINDOW SCHEDULE a " 4 Drawing Title .�N REVEAL DEEP. MAPES ALUM. COVER/FLASHING �„� " ''' MOLDING FOR 1" STRUCTURAL SEALANT COMPOSITE MTL MAPES ALUM. STRUCTURAL FRAMING 6" COLD INSUL. PANEL FRAMING 6" COLD EXTERIOR p BOTH SIDES r i�r M� PANEL W/ RIGID MOLDING FOR 1" FORMED STL RUNNERS '--CMU UNITMAPES FIXED Y4" WD APRON INSUL. 1" RIGID INSUL. INSUL. PANEL W/ WELDED STL PLATE ALUM. SILL RUNNERS GROUTED COMPOSITE MTL �� WITH 1" REVEAL BATT INSUL. MAPES FIXED RIGID INSUL. 1 " _ EXIST. CONC. SOLID PANEL W/ RIGID 3 _ `' File Name COMPOSITE MTL THICK. SUBFLOORING REINFORCEMENT. INSUL. /" DEEP. 2Y MTL STUDS STRUCT• DWGS• " " GW .`roo EXIST. CONIC. PA'A'6XSCHED.DWG PANEL W/ RIGID BATT INSUL a SEE 1 RIGID PTD B SEALANT INSUL. - a a\\�\ ��� INSUL. "`" - 4. SUBFLOORING VAPOR BARRIER" GWB PTD. EXIST. CONIC. SLAB 2Y" MTL STUDS BATT INSUL. O S� S2 A-6,1 z Dl �i�INDOW DETAILS 0 -C- U 0 ------------. i o RD 0 VENT El RDo a RD RD RD� RDo *R DEVELOPMENT SITE PLAN D _ SCALE LEGEND: EXISTING BUILDING W." -C- -D— I 5'-9'� PARTIAL SITE PLAN SCALD yr = 1'-C 1 2 1 N T.O. CONC. 00 _I T n rnnlr I 1.° RA RA --------------- ---(B3 RAMP ELEVA scni.� yr = r -V SEE STRUC DWGS FOR FOOTING INFO D2J`�X LLL. SICALE yr = 1'-0" 1 4 L.E.D. LIGHT STRIP CUT EXISTING MASONRY WALL TO ACCEPT NEW 4" CONCRETE SLAB 2" TYP. \ \ WD STEPS I 4" GRAVEL OVER - COMPACT FILL (TYP.) D3 L3 "LL SCALE: Yr = 1'—(r SEE STRUC DWGS FOR FOOTING INFO \ T.O. CONC. SEE STRUC DWGS FOR FOOTING INFO EQ EQ. I ` T.O. CONC. O I I � I SEE STRUC DWGS FOR FOOTING INFO I I I I I—_J 1 5 MEIN 1.5" O.D. S.S.- HAND RAIL WIT FORMED SLOTI L.E.D. LIGHT S1 S.S. WIRE ROPE GUARD INFILL, SEE SPECS FOI INFO. 1.5" O.D. S.S. POSTS & RAIL; NO BOTTOM RA AT A5.1 4" EMBED S.S. BASE FLANGE ASJW1 .1111LiL a., IJLV SCALE 1 1/2" = 1'—(" D5 SIM A-8.1 12 1 U SCA12.1/ ' =1'-V 1.5" O.D. S.S. HAND RAIL WITH FORMED SLOT FOR - A5 I L.E.D. LIGHT STRIP A-8.1 5'-0 1/2" I 2"IMIN1. -:.:. r.R:,;..:�. i i—iii—iii—iii—iii—iii—iii ,,.� ..•.,;-..,. -; -. III—III—I � I—III—III—I � I—I I ;; �,,o °: �•;�. 2. 1 L' 4" GRAVEL OVER COMPACT FILL (TYP.) CD5 MSECT L.E.D. LIGHT STRIP COMPRESS. FILL AND SEALANT EXISTING CONC. SIDEWALK CUT EXISTING MASONRY WALL TO ACCEPT NEW 4" CONCRETE SLAB EXISTING FOOTING EXISTING MASONRY WALL COMPRESS. FILL AND SEALANT Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA Lorine Murray-Mechini AIA W Q v U) -,— - U - 0 uU- N� ( D O U) N O H C:) E I,- N � 0 U ti Z i ZN 04 t0 Lo Lo d 0 a7 LL U CO CSO H LL N Drawn By JC, GH Checked By W AB, CG Z Date 10/29/08 O Revisions W W Q Z O C D U) J Z J Z O W � U w U 0 Q a a. W Q wQ Project No 0728.3 Drawing Title SITE PLAN DETAILS File Name PA-A-U-SITEDET.DWG O A- 8 .1 Z O U -A- i -C- I I I I I 1 2 3 4 S i I I I I t;a; Michael Farewell FAIA kp Michael Schnoering AIA des Wtage WLaAips 8zurctAAr tbge gaillast finish Accesscries F 4 tri 94 l $tri K L D L nnw w}u Inv UT 2000E 79t tt� 2 irk ��F L� t�� 9*1 3V 31T CC csugb�7m j• t t2T 12S#Hv EMIR, ttrean y r r -STT iMMH ri Rr. i'mtta o=H IV 3 t;a; VIEW FROM MAYER PATIO TO NEW ADDITION SCALE' NTS 1 •0 W14 ki I I SCALE- NTS -D- LU "� 1 c #fl uatit=,€t€ni L i r, sx•= i'Su 133.�k EFti� � 110-24.t. ). r VW serivs Exteri,ardie cast r b arab WW, I Mount Arcate t€s rad Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA des Wtage WLaAips 8zurctAAr tbge gaillast finish Accesscries F 4 tri 94 l $tri K L D L nnw w}u Inv UT 2000E 79t tt� 2 irk ��F L� t�� 9*1 3V 31T CC csugb�7m EC; E eat t t2T 12S#Hv EMIR, ttrean y r r -STT iMMH ri Rr. i'mtta o=H IV 3 LAI Long rang \,}yam10 rx,,,,• H� AR n 2"q, wn; Pr= F'hotn� eye V 1266MH p die awl o equal t,,� 7GHP$ 0 Quartz ress#ta 1 6WH Epi titin 01"1 14 04ps d) 6 LL N :`»rf, W pu: . ruA r. Nu3Rl to aU LL 2W&Ap fr ktr tz ok4r,-A, JC, GH not a-- aa4a't~#rr• ren 'o 77 Qr 1 olastrrmiz M AB, CG Date 10/29/08 i W 1"a•,��. .•... •., _ Z k,� �'E�@�"3"t, A5 lad i-ir kS£ii& RC'ti: ''. Eraratry �' `SP' gi7 fik&k5 t`7#2`f„si#ct 7ft9Sikrttd[i' 0 d x J u) �1F9�ki�d` r`tL�i�L'Q24�"�ifiiFtilh.�k�'. Lt'.2@t`,.r "N?rk� �d� PS $tL� r'3li$ :D 8� co — 0° 4lRt'"Y'Z€r"1, Yi Kiu �, VIEW FROM MAYER PATIO TO NEW ADDITION SCALE' NTS 1 •0 W14 ki I I SCALE- NTS -D- LU "� 1 c #fl uatit=,€t€ni L i r, sx•= i'Su 133.�k EFti� � 110-24.t. ). r VW serivs Exteri,ardie cast r b arab WW, I Mount Arcate t€s rad Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA des Wtage WLaAips 8zurctAAr tbge gaillast finish Accesscries F 4 tri 94 l $tri K L D L nnw w}u Inv UT 2000E 79t tt� 2 irk ��F L� t�� 9*1 3V 31T CC csugb�7m EC; E eat t t2T 12S#Hv EMIR, ttrean y r r -STT iMMH ri Rr. i'mtta o=H IV 3 LAI Long rang ignite' AR n 2"q, wn; Pr= F'hotn� eye V 1266MH p die awl o equal t,,� 7GHP$ 0 Quartz ress#ta 1 6WH Epi titin 01"1 14 04ps d) 6 LL N :`»rf, W pu: . ruA r. Nu3Rl to aU LL 2W&Ap fr ktr tz ok4r,-A, JC, GH not a-- aa4a't~#rr• ren 'o 77 Qr 1 olastrrmiz M AB, CG Date 10/29/08 L9?itil°N�'. #..t'.t. I•.,'.s.'t$i� fif ! 3i£1?`R`.df� 3 :tB �P ti4(ti (,�'�.kflh. F:�tr'�", �.�7�€ti• W 1"a•,��. .•... •., _ Z k,� �'E�@�"3"t, A5 lad i-ir kS£ii& RC'ti: ''. Eraratry �' `SP' gi7 fik&k5 t`7#2`f„si#ct 7ft9Sikrttd[i' 0 �'�- E t .` Orvow J u) �1F9�ki�d` r`tL�i�L'Q24�"�ifiiFtilh.�k�'. Lt'.2@t`,.r "N?rk� �d� PS $tL� r'3li$ :D 8� co — 0° 4lRt'"Y'Z€r"1, Yi Kiu �, o W W .:. s ee=., e:J `ta3t3 ss sYsu:4, mires{ i i+, 5 8y�, n ?m -t wt, sae Q0- W Q W Q RaarliqCIO u,Wui;wAa b,f-r Q1, ga gml- wrQr �0,xtrtjwA for rro,Y,imum 2� Project No 0728.3 Drawing Title &xW: P Naar rai g -in iycbftvatl iiuza Ia€rts tr kiw r i t File Name PA-A-8X-SITEDET.DWG $Isctcp fry 41th 3 WWW AA5,Wfl6r, pr'aCvre tl at a# rte rrrtt t,a e 4W 9�tw r�oF, r mr*Rin ' u E#{moi ,rriat�Jc .pry iac>c.l t�fct - Et'a-�sre�>v.+rFwlj H i P Sf.K4 kYif&S 4*ri'�t353fi. flffit4ctne 1ROW w#'p ms,3i5 A ZefM tErtg. > LED, I kv*lt pr :3 sai.S Ur1"kk'L%1 . wfk, a oroumiwil tx`°to . mat -,aa" ihs ik• m ryklfyptA, one" peMfff(-Qnrr4§, +r -t# mt 4-ow4r . aro dvk ar r'AleA mih z rotaYiAbP -- snpA 6fvoqaq& from 1 2rAl tra :�T-- Cr.ry.: f!a-rj kf m'r1i'�r �Pr4rn'rssrk-.^i;rs�rtthEratirayf>F> p It , , F jw��Kzrr lggh fa, -,W 1;,i, Ii i„ 1 .A WWI PVfm,, VQNr,b-ww pr "J #a ti: rJar , 1-,.,rLW;3 t ree) H Fo WA in ooworffA, � F400, FW gap WffAf 1i o pts 3RD c tfEr TC51 .fir �rwnr € nopJw-" o#ttt 'v E-3 L` 4 ti �. 5... x..YytYi C,� z'.<sfY�x !i' i+q �,d 1 8ta„,R, vzia s...t �>:i5 5•. C3� 3'... ^zµ+d 1 ...:Xn S�:"5'Cd ,.. `- �` PRODUCT DATA OF PROPOSED EXTERIOR LIGHT TURE ►SCAU: NTS PRODUCT DATA OF PROPOSED HANDRAIL SYSTEM (CABLES NOT Er W z O fY O I— U z O U Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA Lorine Murray-Mechini AIA v / -t— S (rOU V O V) W 3 1W H O cu Q 0 0� O L (D U r L y-+ Z N N Cn � Lo LoO E d) 6 LL N � O O aU LL Drawn By JC, GH Checked By AB, CG Date 10/29/08 Revisions W Z 0 C) J u) :D 0 co — 0° o W W U n w Q0- W Q W Q 2� Project No 0728.3 Drawing Title RENDERING, PHOTOS, AND CUTS File Name PA-A-8X-SITEDET.DWG A-8.3 Er W z O fY O I— U z O U ......................... ... ... ....... .. ....... CONSTRUCT NEW ........... ........ .. ......... ..... ..... ................................... ............... ... ...... GEOTHERMAL POND ........ ........... (SEE MECMNIC& SHEETS AND SHEET C5) .......... ........... .............. .. ........... ...... ................ ................. .......... . .......... . . . . . . . . . . . . . . . . . . . . . . . ;5...... ........... INSTALL NEW DRYWELL .......... ............ ............. (SEE SHEET CJ) .......... ................... •SS .... ....................... . . .......... .......... Rim= 7852. 19' ........... In v, Nce, M 7856.02' ....... ....... . fnv Out=7855.9J' C ......... ............... .......... iv ......................... A, ed Gross ............... ........... WE SUH .............. .... .............................. / . *. . . / Rim 78 62. J6' z 45 --------- SUH ....... Inv. ln=7856.70' ... 7870 ............. ��lm - 7,360 7- ............... ....... REUOVE.-AND Inv Out=7856.60 X .... .. =785752.'. -- REPLACE EA10111MLI Inv Out -78.i7.38' TH'NEW. -ASPH ASPHALT .................. *7� AL T W1. ........ SS ss., 0 -W DRYWELL` INSTALL NEW ...... ..................... ( E SHE ­i7J ......... SEE �T 4 . INSTALL NEW 4"0 SCH. 40 SOLID CON§tRUC NE WALL PVC PIPING T S, ...... ASPHALT 0 _4+ INSTALL NEW.. (SEE SHEET CJ) r C� .." ...4 /. �.: MA r1JIA,1A V .5YH Rim=7861.20, Inv. In= 7854.90' Inv O&t=7854.80' J, a ........ SUH Y 9.96, In V. /n' 35 36 Inv Out=7854. 16' C) S .#U buLlu SEE SHE CJ) WALL- _'PlAC..-hP1NG- (S&ff, SHEET C3) nNOQ C) .............. VIII KO CH CENTER CID /;7 J REMOVE EXISTING 7'' ........... SUH Rim=7858, 56' Inv. ln(e)=785.9.51, Inv. ln(s)=7852.62' Ss Inv Out=7852.35' c, C-1- 0- M C /_ rrtMUVr_ 109/VU SPH4 L T WITH NEW TIP CL WA L KWA Y AND STEPS, CL X_3 .REPLACE EXISTING SMH REPLACE WITH NEW SIN RAMPS & LANDINGS 7859. 9. 7:� A SPHAL T - J4' SEE ARCH17ECTURAL SHEETS Inv. In 7853. AND SHEET CJ) Inv (Sfr *EF T CJ) Out=7853.17' k Q N."• .................. . .. REMOVE EXISTING YWELL AND PIPING DR Drain 'Ith I?% Grote* ET CJ (SEE SHE, X .......... 11 IF U TELEPHONE PHONE LINE' MARKED g, ff D. AHANDONE Ret 7. W Wall Block REMOVE AND REPLACE EXISTINGRetoing soulde qI r7 LANDING AND STEPS WITH NEW wall .............. LANDING AND STEPS � (SEE ARCH171-CTURAL SHEETS AND SHEET CJ) A% ti, . Gc° off\ .................. Stairs INSTALL NEW 610 PERFORATED DRAIN PIPE WG// ........ ------------ - (SEE ARCH17EVURAL SHEETS AND SHEETS CJ AND A-3.0) UG -U& IJ c�C; .� 6 ( N E N E N E-- 6lei WA L TER PA EPCKE MEMORIA L BUILDING Stairs 65.85 3. 3n X U, UE 4 . . .. .... ....... z Legend 4"DR r Top of Pond OSewer Manhole _27 ................... U ... ......... . ...... Sign Ramp ..... ... 6" Concrete Curb (D Stairs ........ ......................... ................. 7864 ....... ...... ....... ........... ........ .... . ....... Evergreen Tree .............. .. _IJE V JE- U• UE- ...... C: /P• -UE Deciduous Tree UE....... ............. Pond Spot Elevation ........... . Clean Out EI] Electric Meter V ............ ...... A ....... .... C6 . ........ ....... Electric Manhole .............. . .............. Fc Transformer ETI Electri 1 / c/ /�� ❑E Eclectic Pedestal ............ . ........... W. Fence .......... .... .......... ............ Bush ............ . . .. .. .................... Gas X A 0,......... . CATV Exist. Burried Cable T.V. Y,/ / /JE— Exist. Burried Electric V K ...... 0 F.O. Exist. Burried Fibre Optics .............. .......... F-0. Proposed Burried Fibre Optics JG Exist. Burried Gas V. ................ U —UT— Exist. Burried Telephone Line T —E4"W— Exist. Burned Water Line G. ..... ........... Exist. Concrete . ............ .............. .... ......... ........... ..... CM U� ......................... . . . . . . . a A ................ . ............. ❑ Exist. Asphalt . ................ ........... <5� ...... X ......... o. / D D:Proposed Concrete Rim=7862.59' SUH INSTALL. -NEW 6 10 DIP WA TER LIE Inv. In 7855.28' 7_3 SERVICE PIPING Inv Out=7854.96' Q_ () ES ES— Proposed Asphalt ES SEE SHEET C2 / >,.. ES E ES ES -v C —W W _W —W M rt W W -W -W Ln W _W —IN Wv M cf) 20 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA Lorine Murray-Mechini AIA U) -4- U U4- U-) 42 c - C) U V) k 0 LJ_ 0 0 l C\J 0 oc) Z LOC� Lo0) L 0 0 E a) LL C:) C) 0 LL N Drawn By Checked By Date 8/15/08 Revisions W D 0 0 to — z 0 0 D 0 Z LU a- W U) W U) WW Ld 0 Z > 0 0 (D W WUJ (f) z Ld - ::) o X z = ILI 0 Project No 0728.3 Drawing Title SITE PLAN File Name A-1-Lot-18_bm.dwg L I L L ov SUH Rim=7858, 56' Inv. ln(e)=785.9.51, Inv. ln(s)=7852.62' Ss Inv Out=7852.35' c, C-1- 0- M C /_ rrtMUVr_ 109/VU SPH4 L T WITH NEW TIP CL WA L KWA Y AND STEPS, CL X_3 .REPLACE EXISTING SMH REPLACE WITH NEW SIN RAMPS & LANDINGS 7859. 9. 7:� A SPHAL T - J4' SEE ARCH17ECTURAL SHEETS Inv. In 7853. AND SHEET CJ) Inv (Sfr *EF T CJ) Out=7853.17' k Q N."• .................. . .. REMOVE EXISTING YWELL AND PIPING DR Drain 'Ith I?% Grote* ET CJ (SEE SHE, X .......... 11 IF U TELEPHONE PHONE LINE' MARKED g, ff D. AHANDONE Ret 7. W Wall Block REMOVE AND REPLACE EXISTINGRetoing soulde qI r7 LANDING AND STEPS WITH NEW wall .............. LANDING AND STEPS � (SEE ARCH171-CTURAL SHEETS AND SHEET CJ) A% ti, . Gc° off\ .................. Stairs INSTALL NEW 610 PERFORATED DRAIN PIPE WG// ........ ------------ - (SEE ARCH17EVURAL SHEETS AND SHEETS CJ AND A-3.0) UG -U& IJ c�C; .� 6 ( N E N E N E-- 6lei WA L TER PA EPCKE MEMORIA L BUILDING Stairs 65.85 3. 3n X U, UE 4 . . .. .... ....... z Legend 4"DR r Top of Pond OSewer Manhole _27 ................... U ... ......... . ...... Sign Ramp ..... ... 6" Concrete Curb (D Stairs ........ ......................... ................. 7864 ....... ...... ....... ........... ........ .... . ....... Evergreen Tree .............. .. _IJE V JE- U• UE- ...... C: /P• -UE Deciduous Tree UE....... ............. Pond Spot Elevation ........... . Clean Out EI] Electric Meter V ............ ...... A ....... .... C6 . ........ ....... Electric Manhole .............. . .............. Fc Transformer ETI Electri 1 / c/ /�� ❑E Eclectic Pedestal ............ . ........... W. Fence .......... .... .......... ............ Bush ............ . . .. .. .................... Gas X A 0,......... . CATV Exist. Burried Cable T.V. Y,/ / /JE— Exist. Burried Electric V K ...... 0 F.O. Exist. Burried Fibre Optics .............. .......... F-0. Proposed Burried Fibre Optics JG Exist. Burried Gas V. ................ U —UT— Exist. Burried Telephone Line T —E4"W— Exist. Burned Water Line G. ..... ........... Exist. Concrete . ............ .............. .... ......... ........... ..... CM U� ......................... . . . . . . . a A ................ . ............. ❑ Exist. Asphalt . ................ ........... <5� ...... X ......... o. / D D:Proposed Concrete Rim=7862.59' SUH INSTALL. -NEW 6 10 DIP WA TER LIE Inv. In 7855.28' 7_3 SERVICE PIPING Inv Out=7854.96' Q_ () ES ES— Proposed Asphalt ES SEE SHEET C2 / >,.. ES E ES ES -v C —W W _W —W M rt W W -W -W Ln W _W —IN Wv M cf) 20 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA Lorine Murray-Mechini AIA U) -4- U U4- U-) 42 c - C) U V) k 0 LJ_ 0 0 l C\J 0 oc) Z LOC� Lo0) L 0 0 E a) LL C:) C) 0 LL N Drawn By Checked By Date 8/15/08 Revisions W D 0 0 to — z 0 0 D 0 Z LU a- W U) W U) WW Ld 0 Z > 0 0 (D W WUJ (f) z Ld - ::) o X z = ILI 0 Project No 0728.3 Drawing Title SITE PLAN File Name A-1-Lot-18_bm.dwg L I L L A- i -C- am SCALE 1/ -r-C III : • I 0 o ii .. , , �\ n n ��--------J L -------L L--- /------- UNEX F------- L -- ------/7F- ------ I F------ ---� F--------- I----1 F I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IL --------- ---L----- -L L-------IL--- L- - - - - - - - --------- - - - - ---------- F--------- UNEX \ �------------------ >/ ----------II-------- -- 1 F ---- u u DRESSING CORRIDOR 4 I J :CHANICAL RM. '--------- 1U F-1 I - _ I n F LJ L1 , F-1 I I n F n n / LJ LJ ` r UNEXCAVATED I S I I n I LJ LJ I L__L I I LJ--�l )F ---J 1 r� r I S I I � u l FL J �1r-1 i� I S I I S I II II Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA Lorine Murray-Mechini AIA v V) U U� r 0 _U V 0 <V) N n� LL M LO E I- N Co 0 r,- 0)>_ Z N N LO LoO 0) d) U- a�(D CD (0 o L L N a Drawn By JC, GH Checked By AB, CG Date 10/29/08 Revisions W �- z o �p o U) J Z m J Z � W � U 0U w Q cin W Q 2 � Project No 0728.3 Drawing Title EXISTING BASEMENT FLOOR PLAN File Name PA-AxPls Exist 102908.DWG E-1.0 pu W a Q Z 0 U -B- I I I I I 1 2 3 4 5 I I I I I EMSTING FIRST FLOOR PLAN Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA Lorine Murray-Mechini AIA v2 N U s N U4- rrO U IJ L O H C) It E M LO ti N O U I Z i - Cu dLO Lo O E O O LL U I— LL N (L Drawn By JC, GH Checked By AB, CG Date 10/29/08 Revisions W I— Z O Q Cn — Z —J Z � WW V! U 5- QWU) W Q Q 2 C- H Project No 0728.3 Drawing Title EXISTING FIRST FLOOR PLAN File Name PA-AxPls Exist 102908.DWG E W Z O no SOUTH ELEVATION ELEV. 0' ,J _J _J -ri —IL L I 1— 1-1 --=--,L------------------------- L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- J WEST ELEVATION -r W .01, An ELE _F — — — — — — — — — — — — -- r J ------TI------ — L__LJ I I T_ — i . . --1---------------------L------ - i__J ------_,-------LF------J,—L----- r - — — — -----J-- — — — — I DOT—DASH LINE SHOWS —1 4- CONTOUR OF FLOOR r ----------------L------- — — — — — — — — — — — — — — — — — — - r - — — — — — — — — — — — — — — AT AUDITORIUM WALL- - — — — — — — — — — — — — — — — J — — — — — — — — --- — — — — — — — — — — — — — — — — — — — L --- — — — — — — — — — — — — — ,1-1J-------------------1-Li J NORTH ELEVATION — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r — — — — -- — — — — — — — — — — — — — — — I __J r — — — — — — EAST ELEVATION ------------------- L ------ ------------- J _L ------ RX [STING ELEVATIONS SCALD Vr=r-(r Michael Farewell FAIA Michael J. Mills FAIA Michael Schnoering AIA Lorine Murray-Mechini AIA S.1 U) 4__ Q) C- -4—= 0 Q) 3^` L_ 0 LL C:) 't E Cu LO 0 00 ti N 0 0� 0 ZLO" N Lo C IT IT E LL C:) C) CO W C:) C 10 .= H LL 04 DO- I Drawn By JC, GH Checked By AB, CG Date 10/29/08 [Revisions LLI Z 0 C) 9 U) 0 _J 0 W W Z W U) 0- < UJ U) < Lu r Project No 0728.3 Drawing Title EXISTING ELEVATIONS File Name PA-A-Eivs Exist 102908.DWG E-3.0