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1 2 3 4 5 6 <br /> L C <br /> ARCHITECTS <br /> WESTERN VILLAGE ENTRANCE We bring our clients'stories to life. <br /> 203 N.Washington,Ste.400 <br /> / \ Spokane,WA 99201 <br /> 509.838.8568 <br /> 1 I <br /> w o) alscarchitects.com <br /> W 24" CMP CULVERT: <br /> Q z I I Q z Q \ INV. ELEV.= 1578.39' <br /> in <br /> DIRT SURFACE) o m II I I oo m11 UI <br /> E SSMH: I I ��E W <br /> R. <br /> /\ L/S 's RIM ELEV.= 1580.15' I I ti pF WASH �f <br /> 24" CMP CULVERT: I <br /> TBM 2: L/S \ 9 PENS INV. ELEV. AT CENTER= 1576.68' F <br /> / / W x I a I INV. ELEV.= 1577.86' <br /> CHISELED "X" ON NORTHERLY RIM \ \ x <br /> OF SANITARY SEWER MANHOLE. I / / \'sue \\ o I - - _ - ' ` �1s82- / r <br /> ELEV.= 1576.64' (NAVD88) I / / 8�\ \ x� �_ 0 0 I sus° s�o ° \ / \ \ <br /> -8"W- J \ 6"SS o 0 0 6"SS a 6"SS 0 6"SS \ \ x x - 1$81- - - _'I <br /> j/T \ \ INV. MP CULVERT, <br /> VERT,8' d 41809 <br /> 6"SS/ 6"� GRAVEL SURFACE ° - - - ' - - � - " '1" <br /> GRAVEL SURFACE \ - - E T �`- _ _ _ - - - - - - -= - - -�'- - -'� - � - - - - - /' \ ci- G x � �SSIONAL- - E T - - _ <br /> E/T \ <br /> \ E/T HISTORIC RACING OVAL - 578- _ / -1580- - - - ° <br /> \ / I' - - _ �� 1 1577.st - - - 1 05/�4/2026 <br /> SSMH: - L/S x 1577.6E 1577.8t <br /> RIM ELEV.= 1576.64' \ ,S // // / I F.S. F.S. F.S. E <br /> INV. ELEV. AT CENTER= 1573.26' \ I / / / F.S. E ° E F E E-° E ° E <br /> F.S. 1576.70 1576.70 <br /> / / / / F.S. .70 F.S. 1576.81 1079.10 F.S. GRAVEL SURFACE \\ \ <br /> L/S ��/ / / I o 1576.80 F.S. F.S. \ <br /> / F.S. 1579.10-T:OW. <br /> a1'S77:10 1577.00 B•O:W: E � <br /> F.S.\ - - - 1577:OO�Bs0:W.- � <br /> + 8 t577,:06- - - - ✓ 1579.00 a° ° ° 1 ,79.00Lj I <br /> F.S.76.5f RIM 1576.94 j 1576.86 F'1577.30 F S• - ° \ \s>9\ ° 10 \ o <br /> 1576.88 a C F.S. RIM F.S. 11580.45 T.O.W. \ ` p \ <br /> + F.S. ° 1577.50 \ F \ ,Ai \ <br /> F.S. \ 1577.50 T.O.W. ,,457.7.50 B.O.W. � ° P \ aa" CMP CULVERT, <br /> 1577.50 B.O.W. �qE, \ o INV. ELEV.= 1575.01' <br /> / + \ - ��1577:75 ° 1580.45 ° <br /> / \ / / / \ / - _ F's 1577.30 ` 1577-50� S F.S �\ GRAVEL SURFACE \ o O \ <br /> GRAVEL SURFACE J / / / / \\ c �6 - a F.S \ �F:S: ° ° \ ° 1580.50 BUCKAROO \ F \ `q \ <br /> \ o <br /> 1576.65 1582.07 T.O.W. \ °m � 1:577.75 ° SEATING \ <br /> ° 1577.50 � °\ F. \ CONCESSIONS � � � <br /> o F.S. 1579.20 T.O.W. and F.S. a ° %\ F.S. \ „ 1582.00 SECTION ° /� NOT ON SLAB \ ' / �s�8� \ o - -'7580� � <br /> 1579.10 T.O.W. 1577.40 B.O.W. `�1 5Q a 4 ° 1582.00 ° F.S. ^o �8�, ( ) \\ _ \ \ \ - WELL <br /> / t 1577.10 B.O.W. 1,1 ° ° 1577.50 \ \ \ o <br /> F.S. 1576.63 1577.04 15 .2 4 582.00 T:O:W. a FPS• \ e.�. <br /> F.S. 1579.10 T.O.W. F.S. <br /> ° v 5Q RIM v " ° a 1:582.03 T.O.W. o <br /> F.S. 1577.50�B4O.W� 511. 1582.T5 0 \ <br /> 1577:05,B.O.W. `� 1581.95 FFE= <br /> a S; ° 1:5717.28 B.O.W. �° \ <br /> 1579.10 MO.W. / 1582.00 1581.95 <br /> D k 1576.74/ 1577.05 B.O.W. 1582.00 157.7.50 F.S. RIM= - - - - - - <br /> 0 <br /> RIM/ ° a / F:S F.S. G \ 9 -1577- - - ® G� \ <br /> ° ° ° ° �° ° a ° ° ° I BUCKING CHUTES °\ � 1579' WALLS CONSTRUCTED FROM \ D <br /> CB 1579.10\T.O.W. % 1581.95 °° `' 1582.05 ��R ® 2 x2 x5 CONCRETE BLOCKS <br /> I5 7.05 B:O.W. / F.S. la-_ 1581.90 ° F.iS. STAIR SLAB - - - - - - -1576- 'FgsT ® \\ ° 12"W� <br /> 1,76.70 1017.01 RIM 1 -1.95 0-�0-0-0-0 <br /> \ <br /> J <br /> �� _ qR ® \ \ <br /> `F.S: 1577 20 B.O.W.W.1579.18 T.O.W. F.S.1577:05 j 1579.20 B.O.W. 58215° ° RI ° / G 1 G' FNq SFq�® ® // CONCRETE WELL OBLOCK USE \\ \\ w 1o"w <br /> \ F.S.° _ 1 m ° - G BUILDING \ ° <br /> 1580.17 T.O.W. <br /> 1578:60 T:O:W.- ° °°/ / 582.08 T.O:W. ° 1582.00 - 1582.00 cR � FF= 1578.31' W \ <br /> I 1574.8t 1576.85 ° 7.1'4 . 579.20 B.O.W. F' a F.S. F.S. 1574.9t B.O.W. pq��F� 1578 <br /> I� F.S. F.S. 1577:20 B.O.W.` 1'S7 ° 1582.05 o I <br /> - 1 6.9 1577:05 1577:09 F:S•s 582.00 T.O.W: ° a° / ° 1582.05 F.S. STAIR SLAB RqM / I I ° ° ° 0 ° ° <br /> 1574.8E F.S. ° f_rvm60 B.U. g F.S. STAIR SLAB ` I I F N a <br /> I <br /> WOOD POST I 0. 1577.00 � LOIN€R L 1 82. . . �: _ � 1582.05 ��58;� I ° � N N <br /> ENTRANCE COLUMNS F.S. /�, 1581.90 ° ° ° <br /> F.S. / FFE= 1�77.00 1577.20 B.O.W.- RIM F.S. STAIR SLAB qM <br /> 1582.15� <br /> 1581.80 T.O.W. PPER LtVEL 1,582 00 ° 1580.17 T.O.W. <br /> 1.576�51 �F.S. ° <br /> 1577a5 B.O.W. J 1582.05 1574.4t B.O.W. -1578 I I I - <br /> ��° FE= 1 2.00 F.S.° 1582:15 �! 0 °-�--o <br /> I o ° °•y h° e 1575.95 ° 1576.50� °° F,S• ° Q a F.S. STAIR SLAB `FLAG POLE I I I I I EAST T '7 TH I F•0. F.S. 1582.05 _ <br /> W n F•S•° * 1, ido 5°1G \` 1561:95 T.O:W. F.S. STAIR SLAB / - - _75 PENS / I <br /> AVENUE I a F.S. 4F s� 1577.75 B ° 58�OU I 77 - <br /> 1 .15 <br /> S 6.00 ° S, I 1580.17 T.O.W. E/T 40.a' I I° �Ir�T SURFACE E I'1 G I I"1 E E R S <br /> \ I `° / °1579.0' 4.81% 1577.75 \ 1,582•00 _ 1574:9t B.O.W. �" I \ / I <br /> - -� o ° 1579.10 T.o.w. F's° ° E..,.o ° F.S. 1582.05 y o ° 707 W. 2ND AVENUE <br /> F/ ° 1576:25 B.O:We �S �1582.00° ° F.S. STAIR SLAB E/� �I I° \\ // I ° SPOKANE, WASHINGTON 99201 <br /> \ F.S: a E/T I PHONE:(509)455-4448 • FAX:(509)455 7492 <br /> a 1576.10 ° e ° 8 1582.15° ° ° MEGAPHONE E/T GOLD I I I \ / <br /> RAILROAD TIE ° F.$.a ° ° ° ° F.$. <br /> RETAINING WALL W � ° a 1582.15 � BUCKLE II I 0-0-0-0 0 0 � ° WEBSITE: www.dci-engineers.com <br /> _ F.S. STAIR SLAB o o I �- CIVIL / STRUCTURAL <br /> 1�582:00 <br /> 1 ° 1579.00 o F.S. \ EST 0° CLUB '° I I \\ / I ©CoWqM ,aw maw 0�e e In�«r <br /> \ 1579.10 T.O.W. F.S. 1580.50 1582.00'T.O.W. 1580.17 T.O.W. 1 h P.K..,u�.ftm P.,,w k h.m na�wm 0,mw.m.r,o. <br /> \ 1576.10 B.O.W. 1579.10 F. 0L 1575.6-4,B.O.W. ° ; 1575.0± B.O.W. <br /> Ir�.m 0,�..ap�.a.ad..an b r«�. a.... <br /> E <br /> FIS. I 81582:15 _F/T RODEO ARENA E <br /> F.S. 0 I = 0 1580.45'T.O.W. F•S• 4o.a' E L L E N S B U R G <br /> I \ \ 1577.50 T.O.W. PENS '� <br /> m\ F.S. 157,7.50 B.O.W. 1582.00 ; <br /> B:O:W:-0 I E/T <br /> \ F 1573.8t 1 1 .45 0 F.S. E/T DIRT SURFACE <br /> \ \\ F.S. O F.S. 1575.00 <br /> ASPHALT SURFACE L ° F.S. °� RODEO ARENA <br /> � ° � TBM 1: FO � SEATING <br /> FO <br /> \ y\ \ f o a CHISELED "X" ON NORTHERLY FO <br /> C - - _ 1 \ 9<„\ F<s. ° _ 0 J HEADBOLT OF FIRE HYDRANT. FO o <br /> 0 ° 0 J ELEV.= 1576.02' (NAVD88) -FO FO o, <br /> L/S \+ O FO <br /> KITTITAS <br /> \ 1 \ 1574.2E G X - i <br /> \\ F.S. F� COUNTY <br /> \F RIM ELEV.= 1570.99' �� 1574.6E <br /> \ INV. S. ELEV.= 1569.99' ��� / m F.S. <br /> 574.1 t ' z F.S. <br /> F.S. < Fo <br /> I I L/S \ ��� F Uj <br /> -7572_ _ SOUTHEAST <br /> ARENA SEATING <br /> LU <br /> \ I I}4"SD- <br /> L/S i - - - - - - - - - - - - - - - - - <br /> FO <br /> dh <br /> I I I j <br /> TEANAWAY & UMTANUM HALL I HISTORIC MAIN GRANDSTAND <br /> WOOD-FRAMED BUILDING <br /> FF= 1571.84' <br /> I I <br /> W G <br /> a FO <br /> TICKET <br /> (nn BOOTH 7 <br /> Q <br /> a <br /> In <br /> B B <br /> REV DATE DESCRIPTION <br /> 5 12/17/2025 RFP 03 <br /> 6 01/12/2026 CITY COMMENTS <br /> 7 02/05/2026 RFP 05/RFI <br /> 8 02/25/2026 RFP 08 <br /> 9 04/03/2026 RFI103 <br /> 10 04/17/2026 PIV COORDINATION <br /> 11 05/14/2026 RFP 11 <br /> PROJ. NO. 2024-0026.01 <br /> DRAWN NJM <br /> CHECKED MRG <br /> DATE 9/5/2025 <br /> 0 ALSC ARCHITECTS, P.S. <br /> GRADING <br /> N PLAN <br /> A A <br /> GRAPHIC SCALE <br /> 30 0 15 30 <br /> CONTRACTOR NOTE ( IN FEET ) <br /> 1 inch = 30 ft <br /> ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED <br /> HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. UNDERGROUND SERVICE ALERT <br /> ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN ONE-CALL NUMBER <br /> AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY <br /> OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE 811 <br /> RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY C � l 31 <br /> FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CALL TWO BUSINESS DAYS <br /> CRITICAL TO CONSTRUCTION. BEFORE YOU DIG <br /> 1 2 3 4 5 6 <br />