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Exhibit C_Variance Application
• • • • SITE BENCH MARK FOUND REBAR & 1-1/4" RED PLASTIC CAP LS9018 ELEVATION:7957.13 A.K . A . H E R R O N D R I V E G G G G 12 3 4 5 6 78 910 11 12 13 14 15 16 17 18 19 2021 22 23 24 25 26 27 28 29 30 31 32 3334 3536 3738 39 40 41 42 43 44454647 4849 50 5152 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 7071 72 73 FOUND REBAR & 1-1/4" RED PLASTIC CAP LS16129 FOUND REBAR & 1-1/4" RED PLASTIC CAP LS9018 74 75 FOUND NO. 5 REBAR GR A V E L R O A D W A Y PAVED PARKING LOT T R A S H B I N P L A T = S 4 8 ° 5 0 ' 1 7 " E 1 7 2 . 0 0 ' S 4 8 ° 5 1 ' 5 6 " E 1 7 1 . 8 7 ' S37 ° 5 6 ' 3 1 " W 1 8 4 . 8 0 ' PLA T = S 3 7 ° 4 8 ' 1 5 " W 1 8 5 . 1 8 ' N 4 8 ° 5 0 ' 1 7 " W 1 7 2 . 0 0 ' ( B A S I S O F B E A R I N G S ) PLA T = N 3 7 ° 4 8 ' 1 5 " E 1 8 5 . 1 8 ' N37 ° 5 8 ' 5 5 " E 1 8 4 . 7 1 ' 1 1 . 3 ' 57. 4 ' 76 1 2 . 0 ' 67. 8 ' W . W . W . W . W . W . W . W . W.W . W.W . W O O D D E C K W O O D D E C K W O O D D E C K W O O D D E C K W O O D D E C K W O O D D E C K SI D E W A L K SI D E W A L K 1 1 . 6 ' 9. 2 ' 10. 0 ' 6.0 ' 1 2 . 5 ' 13. 5 ' 2. 2 ' 8.0 ' 2. 2 ' 4.5 ' 3 3 . 0 ' 10. 2 ' 10. 0 ' 1 1 . 0 ' 10. 0 ' 9. 2 ' 6.0 ' 1 2 . 5 ' 13. 5 ' 2. 2 ' 8.0 ' 2. 2 ' 4.5 ' 3 3 . 0 ' 1 1 . 6 ' 9. 2 ' 10. 0 ' 6.0 ' 1 2 . 5 ' 13. 5 ' 2. 2 ' 8.0 ' 2. 2 ' 4.5 ' 3 3 . 0 ' 10. 2 ' 10. 0 ' 1 1 . 0 ' 10. 0 ' 9. 2 ' 6.0 ' 1 2 . 2 ' 13. 5 ' 2. 2 ' 8.0 ' 2. 2 ' 4.5 ' 3 3 . 0 ' W O O D D E C K S T E P S P L A N T E R PLA N T E R S P A PLA N T E R PLA N T E R W O O D D E C K 7 9 5 0 7 9 5 5 7 9 5 9 7 9 5 9 7 9 5 5 7 9 5 2 79 5 0 7953 795 5 7 9 5 7 7 9 5 0 7 9 5 3 79 5 5 7 9 5 8 7 9 4 7 79 5 3 79 5 4 795 5 79 5 6 79 6 0 796 0 79 5 6 7 9 5 5 796 0 79 6 2 79 6 2796 0 795 6 795 4 7 9 6 0 7 9 5 9 7 9 6 0 795 5 795 2 79 5 3 7954 FFE 795 3 . 7 7 795 3 . 7 4 FFE F F E 7 9 5 4 . 3 5 F F E 7 9 5 4 . 4 6 F F E 7 9 5 6 . 5 2 795 5 . 8 9 FFE FFE 795 5 . 8 9 F F E 7 9 5 6 . 5 1 S T E P S S T E P S S T E P S M A I L B O X M A I L B O X BOULDER RETAINING (TYPICAL) R . R . T I E C R I B R E T A I N I N G W A L L MA T C H L E S S D R I V E LOT 1 GIBSON & MATCHLESS SUBDIVISION LOT 2 GIBSON & MATCHLESS SUBDIVISION JACOBIE CONDOMINIUMS 165 PARK CIRCLE CONDOMINIUMS PARK CIRCLE CONDOMINIUMS S M U G G L E R R A C Q U E T C L U B TWO - STORY STONE & FRAME BUILDING W/BASEMENT LEVEL 1050 MATCHLESS DRIVE UNIT 1 UNIT 2 TWO - STORY STONE & FRAME BUILDING W/BASEMENT LEVEL 1040 MATCHLESS DRIVE UNIT 3 UNIT 4 1 0 ' W I D E U T I L I T Y E A S E M E N T P L A T B O O K 6 P A G E 5 0 GU E S T GU E S T UNI T 1 UNI T 1 UNI T 2 UNI T 2 GU E S T GU E S T UNI T 3 UNI T 3 UNI T 4 UNI T 4 STORAGE & TRASH A S S I G N E D P A R K I N G P E R R E C O R D E D C O N D O M I N I U M M A P EXI S T I N G C R E E K CITY OF ASPEN GPS CONTROL MONUMENT NO. 4 FOUND 3-1/4" ALUMINUM CAP ELEVATION: 7925.42 CITY OF ASPEN GPS CONTROL MONUMENT NO. 18 FOUND 3-1/4" ALUMINUM CAP N 1 7 ° 0 1 ' 3 9 " W 2 1 0 7 . 7 3 ' ( T I E ) S53 ° 2 4 ' 0 7 " W 1 0 6 7 . 8 2 ' ( T I E ) AREA 0.728± ACRES 31,717± SQ.FT. WOOD FENCE ELECTRIC PEDESTAL CATV PEDESTAL ELECTRIC MANHOLE VICINITY MAP WATER LINE SEWER LINE TELEPHONE LINE GAS LINE CATV LINE WATER VALVE TELEPHONE PEDESTAL FIRE HYDRANT SANITARY SEWER MANHOLE ELECTRICAL TRANSFORMER GAS METER ELECTRICAL METER G LEGEND E SURVEYOR'S CERTIFICATION SURVEY NOTES: 5. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE. 6. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT, THEREFORE, ANY EXCEPTIONS TO TITLE THAT MAY AFFECT THE SUBJECT PROPERTY HAVE NOT BEEN REVIEWED BY TRUE NORTH COLORADO, LLC. 7. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) REFERENCED FROM NATIONAL GEODETIC SURVEY (NGS) BENCHMARK STATION Q 159 HAVING AN ELEVATION OF 7911.98. 8. CONTOUR INTERVAL EQUALS 1 FOOT. 9. UNDERGROUND UTILITIES SHOWN HEREON (GAS, ELECTRIC, CATV, TELEPHONE & WATER) WERE LOCATED BY ROARING FORK UTILITY LOCATORS LLC. SEWER LINE LOCATIONS WERE PROVIDED BY ASPEN SANITATION METRO DISTRICT. UTILITIES SHOWN HEREON ARE FOR PLANNING PURPOSES ONLY. PLEASE CALL 811 PRIOR TO ANY DIGGING OR EARTHWORK CONSTRUCTION FOR UTILITY VERIFICATION. 10. THE SUBJECT PARCEL OF LAND LIES SOLELY WITHIN FLOOD ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOOD PLAIN, ACCORDING TO FEMA FLOOD INSURANCE RATE MAP NO. 0801430204C FOR THE CITY OF ASPEN. THE RACQUET CLUB CONDOMINIUMS SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6TH PM CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO IMPROVEMENT & TOPOGRAPHIC SURVEY TRUE NORTH COLORADO LLC. A LAND SURVEYING AND MAPPING COMPANY PO BOX 614 - 529 S. WILD HORSE DRIVE NEW CASTLE, COLORADO 81647 (970) 984-0474 www.truenorthcolorado.com PROJECT NO: 2018-307 DATE: December 5, 2018 DRAWN RPK SURVEYED LDV SHEET 1 OF 1 TRUENORTH A LAND SURVEYING AND MAPPING COMPANY 15' 7.5'30' SCALE: 1" = 15' N PROPERTY DESCRIPTION: 0 TREE TYPE SIZE DRIP TREE CHART 1 2 8" 16' 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 8" 16' 16' 13" 16' DECIDUOUS 6" 12' 4"10' 6" 12' DECIDUOUS 43 6" 8' 12" 24' 14" 28' 20" 30' 12" 24' 16" 16' 8" 16' 6" 12' 7"14' 8" 16'DECIDUOUS 7"14'DECIDUOUS DECIDUOUS DECIDUOUS 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 DECIDUOUS 16" 32' 8" 16' 20" 30' ASPEN 7"14' 9" 20' 14" 16' 12" 24'DECIDUOUS 6"DECIDUOUS 16" 20' 8" 16'DECIDUOUS 6" 12'DECIDUOUS 9" 18'DECIDUOUS 7"12' 8" 12' 8" 16' CONIFEROUS 7"14' DECIDUOUS 8" 16'DECIDUOUS 8" 16'DECIDUOUS DECIDUOUS 10" 20' 10" 12' 8" 12' 6" 12' 5"10' 9" 18'DECIDUOUS 7"10' 6" 10' 5"10' 4"8' 12" 16'DECIDUOUS 8" 16'DECIDUOUS 18" 30' 18" 36' 12" 16'DECIDUOUS 10" 12'CONIFEROUS 8" 12' 8" 16' 10" 12' CONIFEROUS 12" 16' 8" 12'ASPEN 20" 30' 7"14'DECIDUOUS 9" 18'DECIDUOUS 24" 30' 7"14'DECIDUOUS 8" 16'DECIDUOUS 8" 16'DECIDUOUS 8" 16'DECIDUOUS CONIFEROUS 8" 16' 8" 16' 8" 16' CONIFEROUS 8" 16' ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN CONIFEROUS CONIFEROUS CONIFEROUS CONIFEROUS CONIFEROUS CONIFEROUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS DECIDUOUS CONIFEROUS DECIDUOUS DECIDUOUS 8" 16' 8" 16' 8" 16' CONIFEROUS CONIFEROUS CONIFEROUS CONIFEROUS CONIFEROUS CONIFEROUS CONIFEROUS CONIFEROUS CONIFEROUS CONIFEROUS CONIFEROUS CONIFEROUS DECIDUOUS CONIFEROUS 10" 12'CONIFEROUS 10" 12' CONIFEROUS CONIFEROUS CONIFEROUS SCALE: 1" = 500' 74 8" 16'DECIDUOUS 75 8" 16'DECIDUOUS 76 8" 16'DECIDUOUS PAR K CIR C L E GIB S O N A V E NEA L E AV E E.HOPKI N S AVE E.HYMA N AVE E.COOP E R A V E S. OR I G I N A L S T R E E T S. SP R I N G S T R E E T MID L A N D A V E SMUGGLER MOBILE HOME PARK SITE N SLOPE LEGEND 30% TO 40% 40% & GREATER NOTE: IT IS THIS PROFESSIONAL LAND SURVEYOR'S OPINION THAT THE SLOPES SHOWN HEREON ARE THE RESULT OF MAN-MADE FEATURES AND NOT NATURAL GRADE. LOT 3 LOT 2 NOTE: EXISTING CONTOURS SHOWN FOR REFERENCE. PROPOSED TOPOGRAPHY NOT YET DEFINED. Recent revision history # Date Description 2019.06.06 VARIATION APPLICATION 3 50'-0" 2 28'-0" _ -- - - - - - 7960--- co-_-------7959------------------------------ - - - --------------- � - 1u - _ EXI TING RETAINING WALL TO BE REMO ED --- ----- ----------- ------------ ----------- _ ------FzF-7 --- -—- - T----- 1 ---- ------ 1 --- flAK ING \-tPROROSE[�SID SETBACI \ 2 YIARD I \ I I \ \ \ \ I \ I UEST UE I I UNIT 1 UNIT 2 \ DU PST I UNIT 3 11 I 1 \ rJIT 4 RFA SUR A \ \ II I I �P110 I \ I ► 1 1 I 3 /NE0 TR E(S) -----7958-// I I \ II II o^/ /I\ 9sio URF I \ I I III / � \ I I / \\�/�1 \ 11\\\ J ' \-I\ ''T ID 1 I 1 \ I II I I I I I 1 j �Ih, \ _ ��� \ I I/ 1 o y I ;953 T 461V I ----�---L LJ -----------I - --- I � -- 1 \ / \1\ 9�OV DA�HEdI\- i ---- I�IES POR NEW \\ I I II 1 � SS; 15-0' I \ � I 1 I \ \ I � ���\CARAGE\ ND�NOUN 11 I \ 1 I \ \ Sit RAG AREl� - PLAT 1 \\ 1 5'_0" 5'-0" I 1 11 11 \ \\ \\ II 1 11 \\ D�AMETJE UI\VAL�ENIT 1 1 �I \/�'��\ \E1tS HEk E PE� CIITYI \ 1 I 1 �I11�\� [z h Z m 1 m► I I \ /,1 / I III \I I/ �I I \ \I I 1 \\\ \ \ 1 11 1\ I �� \\ \ � �I I I �c v II// I I I � I� y I/ ►` I \\ �\\ 1 \ \\ � \\ 1 i I G�\�� \ I �I \\ \ \ I 1 pl I I / \\ I �T\ �\ _ �� ICE \ \ R ZI I I �Yc I �\ \1 \ I I/ \ /- \\I\I I I \ \/ \ \ \ \ c c c c —� c 1 11/ I I 9 9 \ 9 9 9 .,_--_--_---- 1 �� \ \ I I � \I / \ /' /\ � II \ / _ • _ \ 1 — E✓GE—O DRr\i�WAY 9�0 0 \ I hoc �' \ I I \ 1/ /I / \ — _ \\ I I �\\£G / 1 / / \\ \\ \ I I / _ \ I I 15-0' / �� \ \ 1 I 1 �� \ I I I/, TYP FRONT SETBACK \ -\ \ I/ 1 1 cv I I Im II /�- \ • p / \ \� I I p / / I I rn I I TING BERM TO 9Sp\ BE EMCDVED OR I I \ I I - II �`I \ \ \ I j / / / ` • // \ D \\ \\ I \ � II \\\ cv°o -I�-_ ��I/�i \ -__ \ \ -\\\ - \C0 1\ERE AS REQ` II II i � 11 I I m I I � i III 7957-' I I I I I \\ NEW � EEC II 11 1 I\ 1 \ \\ / / // - / • \ 1 \ I II / o / 1 \\ \ �\ \ \ \ \ // I I I 1 I , / I1 ? \ w w \ w w w I\\ \ \\ 1 1 11 • I 1 1 UNIT 1 D \ I�----- ---- I \ \\ \ ICJ/%� I \\\ \\\ \\ \\ \\ • i I i i \I i�� __ _ JI • - r //----�Ic \�\\I I I\ \ \\ \ \ � I • I I I `��\ I i I \ \ \\ \ \\ \ \ I I I 1 1 11 I 1 \ \ \ \ \ I I I I II \ \\ \ \ \ • I 1 UNIT 2 1 1 I 1 N I I 1 \ \ 1 I I I 1 I I I 1 �•� 11\ I 1 c pi I I 1 I I I \\ I II I f l 1 I I 1 N II \\ 1 I I \\ I I � 1 I I 11 I \ �`- j I I • j �I I UNIT I \ I cr h I II II! / 1 1 \ ETA ' 1 I \ \ • / 1 111 c, UNIT 4 I I �'� � I � I I 1 1 I I I 1� I II � II \ i i � / I I \\ i NCO, — I �952 I 1 I 1 IIt I I I I \ / l / \ 1 / SS SS 55 SS -�5 SS SS -55 SSSS 55 -1SS 55 55 55 SS 55 / 1 • -- - - - - - - I Imo' I I I I 1 Ali Ali / 1��� / I I 55 I I \ I -I� II 55/\\-- _ - I _ _ II ---------- -- NORTH / /NORTH\\ I I �I \O llll I II ----------------- \\---------------___--_--------�------- - P-R-OP'OSED ----- ---------- - - -_---------------- I I \ \ \ \ \ \ \ l I �^!--7959-_ --I-- 1 SITE PLAN /' �� \ I I i i I It -- - --_- /^\ I Al .0� SCE:' 1/8" - 1'-0" I I I �I \ \ \ \ \ \ I -_--\ \ - I \ \\ \\ \ \ \ \\ \ \ \ I NEW TR�O-1�11 SOUfihFf3RbPERTY LINE AT BOTTOM OF BERM Notes & Legend Contractor must verify all dimensions on site before commencing work or preparing shop drawings. Do not scale drawings. Stamp © Bryan May Architecture LLC (BMA) The information and design intent contained within this document is the property of BMA. No part of this information may be used without the prior written permission of BMA. BMA shall retain all common law statutory and other reserved rights, including copyright thereto. Project RCCA GARAGES Address 1050 MATCHLESS DR ASPEN, CO 81611 bryan mayarch itectu re www.bryanmayarchitecture.com 970.300.2086 © Bryan May Architecture LLC Project number 1804 Sheet title SITE PLAN Sheet number A1.01 Size check O ill Sheet size Scale 24"X36" 1 /8" = V-0" hd PLEASE RECYCLE 0 Plot Date/Time: June 06, 2019-2:05 pm File Path: C:\Users\BryanMay\Dropbox\BMA\Projects\2018\1804_RCCAGarages\06_Documentation\01_Drawings\1804_A1.01.dwg A4.01 2 A4.01 3 A4.01 4 A4.01 1 2 A5.01 2 A5.011 1 2 2 A A B B 3 A5.01 3 A5.01 50'-0" WP 1 A5.01 1 A5.01 4 A5.01 4 A5.01 CL25'-0"25'-0" 22 ' - 0 " 50'-0"11'-6" 4' - 6 " 12 ' - 0 " UNITS 2/4 102/104 UNITS 1/3 101/103 TRASH 105 TRASH ADDITION ON WEST GARAGE ONLY Contractor must verify all dimensions on site before commencing work or preparing shop drawings. Do not scale drawings. Date generated Sheet number Sheet title Scale Project number 1" Sheet size 24"X36" Size check Project Address Notes & Legend Recent revision history Stamp # DescriptionDate © Bryan May Architecture LLC TMbryanmayarchitecture © Bryan May Architecture LLC (BMA) The information and design intent contained within this document is the property of BMA. No part of this information may be used without the prior written permission of BMA. BMA shall retain all common law statutory and other reserved rights, including copyright thereto. www.bryanmayarchitecture.com 970.300.2068 C:\Users\BryanMay\Dropbox\BMA\Projects\2018\1804_RCCA Garages\06_Documentation\06_Revit\1804_RCCA_Garages.rvt6/6/2019 9:42:11 AM 1/4" = 1'-0" A2.21 1804 1050 MATCHLESS DR ASPEN, CO 81611 RCCA GARAGES LEVEL 1 FLOOR PLAN SCALE: PLAN NORTH TRUE NORTH A2.21 1/4" = 1'-0" 1 LEVEL 1 FLOOR PLAN 2019.06.06 TEAM KICKOFF BASEMENT LEVEL 97'-0" TO FOOTING LEVEL 1 100'-0" T.O. PLY ROOF LEVEL 108'-0" T.O. PLATE HP ROOF 115'-0" B.O. FOOTING 96'-0" 2 A5.01 12 4 A5.01 BASEMENT LEVEL 97'-0" TO FOOTING LEVEL 1 100'-0" T.O. PLY ROOF LEVEL 108'-0" T.O. PLATE HP ROOF 115'-0" B.O. FOOTING 96'-0" AB 3 A5.01 1 A5.01 BASEMENT LEVEL 97'-0" TO FOOTING LEVEL 1 100'-0" T.O. PLY ROOF LEVEL 108'-0" T.O. PLATE HP ROOF 115'-0" B.O. FOOTING 96'-0" 2 A5.0112 4 A5.01 BASEMENT LEVEL 97'-0" TO FOOTING LEVEL 1 100'-0" T.O. PLY ROOF LEVEL 108'-0" T.O. PLATE HP ROOF 115'-0" B.O. FOOTING 96'-0" A B 3 A5.01 1 A5.01 Contractor must verify all dimensions on site before commencing work or preparing shop drawings. Do not scale drawings. Date generated Sheet number Sheet title Scale Project number 1" Sheet size 24"X36" Size check Project Address Notes & Legend Recent revision history Stamp # DescriptionDate © Bryan May Architecture LLC TMbryanmayarchitecture © Bryan May Architecture LLC (BMA) The information and design intent contained within this document is the property of BMA. No part of this information may be used without the prior written permission of BMA. BMA shall retain all common law statutory and other reserved rights, including copyright thereto. www.bryanmayarchitecture.com 970.300.2068 C:\Users\BryanMay\Dropbox\BMA\Projects\2018\1804_RCCA Garages\06_Documentation\06_Revit\1804_RCCA_Garages.rvt6/6/2019 9:42:12 AM 1/4" = 1'-0" A4.01 1804 1050 MATCHLESS DR ASPEN, CO 81611 RCCA GARAGES EXTERIOR ELEVATIONS SCALE:A4.01 1/4" = 1'-0" 1 NORTH ELEVATION SCALE:A4.01 1/4" = 1'-0" 2 EAST ELEVATION SCALE:A4.01 1/4" = 1'-0" 3 SOUTH ELEVATION SCALE:A4.01 1/4" = 1'-0" 4 WEST ELEVATION EAST BUILDING EAST ELEVATION -SIM/OPP 2019.06.06 TEAM KICKOFF BASEMENT LEVEL 97'-0" TO FOOTING LEVEL 1 100'-0" T.O. PLY ROOF LEVEL 108'-0" T.O. PLATE HP ROOF 115'-0" B.O. FOOTING 96'-0" A B3 A5.01 1 A5.01 2'-0" BASEMENT LEVEL 97'-0" TO FOOTING LEVEL 1 100'-0" T.O. PLY ROOF LEVEL 108'-0" T.O. PLATE HP ROOF 115'-0" B.O. FOOTING 96'-0" AB 3 A5.01 1 A5.01 BASEMENT LEVEL 97'-0" TO FOOTING LEVEL 1 100'-0" T.O. PLY ROOF LEVEL 108'-0" T.O. PLATE B.O. FOOTING 96'-0" 2 A5.01124 A5.01 BASEMENT LEVEL 97'-0" TO FOOTING LEVEL 1 100'-0" T.O. PLY ROOF LEVEL 108'-0" T.O. PLATE HP ROOF 115'-0" B.O. FOOTING 96'-0" 2 A5.0112 4 A5.01 Contractor must verify all dimensions on site before commencing work or preparing shop drawings. Do not scale drawings. Date generated Sheet number Sheet title Scale Project number 1" Sheet size 24"X36" Size check Project Address Notes & Legend Recent revision history Stamp # DescriptionDate © Bryan May Architecture LLC TMbryanmayarchitecture © Bryan May Architecture LLC (BMA) The information and design intent contained within this document is the property of BMA. No part of this information may be used without the prior written permission of BMA. BMA shall retain all common law statutory and other reserved rights, including copyright thereto. www.bryanmayarchitecture.com 970.300.2068 C:\Users\BryanMay\Dropbox\BMA\Projects\2018\1804_RCCA Garages\06_Documentation\06_Revit\1804_RCCA_Garages.rvt6/6/2019 9:42:13 AM 1/4" = 1'-0" A5.01 1804 1050 MATCHLESS DR ASPEN, CO 81611 RCCA GARAGES BUILDING SECTIONS SCALE:A5.01 1/4" = 1'-0" 4 SECTION 2 SCALE:A5.01 1/4" = 1'-0" 2 SECTION 1 SCALE:A5.01 1/4" = 1'-0" 1 SECTION A SCALE:A5.01 1/4" = 1'-0" 3 SECTION B 2019.06.06 TEAM KICKOFF