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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 /> a 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 o 6"SS o 6"SS \ \ x x — 1581— — — / I \ \\ \Fc INV. MP CULVERT, <br /> VERT,8' dO �� 41809 4 <br /> 6"SS/ 6"� GRAVEL SURFACE ° — — — ' — — � — " 'f" <br /> LISTER S \ / GRAVEL SURFACE \ - - - - - - -= - - -�'- - - — - - - - - /' \ =sr -- Ci x / �SSIONAL V <br /> x /T � — — E7�T /T - - - E - - � — <br /> ^ E \ / <br /> E �- E <br /> — — i <br /> HISTORIC RACING OVAL I \ — — — — o <br /> x <br /> / 78— _ — — —1580— — 05/�4/2026 <br /> SSMH: \ / - - - - L/S <br /> —15 l — � \\o <br /> RIM ELEV.= 1576.6,V \ / / I / / I _° ° ° <br /> ° G <br /> INV. ELEV. AT CENTER= 1573.26' \�S / / I */ / ° E ° °T° ° E °� -° E ° ° E E —� E E \ \ \ <br /> E <br /> / <br /> L/S GRAVEL SURFACE \\ \ \ <br /> E <br /> \ <br /> C \ 48" CMP CULVERT, <br /> s / <br /> 41 1 0 3 4 \ �'y� \ ° INV. ELEV.= 1575.01' <br /> 1 °a \ <br /> / +� \ — _ d _ _ — GRAVEL SURFACE J \ o Co \ <br /> GRAVEL SURFACE J \ / / / \\ — o —1576— — a \ a °° \ ° BUCKAROO \ / F \ 1- \ ° <br /> / \ <br /> m \ o SEATING \ // CONCESSIONS ��s ` o <br /> SECTION ° (NOT ON SLAB) \ >8� ° — —7580— _ WELL <br /> CB a ° d ° °p a° 10 ° ° ° — — BUCKING CHUTES NORM " \ / 1579 WALLS <br /> 5CCONCRETENSTCT BLOCKS `\ <br /> � 10 � ° °�— � 4 — � — — — — — — —1s7s— v FgST ® <br /> a O a ° 12" <br /> v / / 0 % a �° a a 9 a a° —o—mo0-0-0—0 — '9RFNq® ® \ — WELL HOUSE `\ �" W 10" <br /> a <br /> c SFq�Nc ® CONCRETEBULDING BLOCK \ w \\\ W <br /> GRq I ° <br /> a 4 A �F 1s 8 FF= 1578.31 <br /> 01 �1 1 4 0 — I q Teo _4 17 I I \ 17.1' <br /> a° <br /> F <br /> WOOD POST / I I \ a° Q ° /° a / \ \�58�� I / I I o I N N <br /> 6 W LEVEL /° <br /> ENTRANCE COLUMNS Z4 / � ° FFE= 67T\00 /� / 10 a1 / > a <br /> � — — �� / / 4 <br /> I I a ° / d \\ UPPER LEVEL ` �� 1 d / % Q I I 1 .r ° <br /> _ / —1578 I I I L <br /> I N 7 F6 a �FE= 1 2.00 ! I I I° I °—�--° <br /> EAST '7TH ! ' a0 ' F° <br /> ° /°4 d \° a a / `FLAG POLE _ _ _ — PENS / I — <br /> a W a —° W / —1577— /� I ° <br /> AVENUE I a°° /° 4 �� ��4, ,� /� <br /> 1 Z < 1 Q I E/T 40.4' I I° Dlf;T SURFACE J ° II <br /> EI'1G11'1EER5 <br /> — I o a ° ° a �° a a ° ° 4 b 2 a a a I° Eir E/T `\ // 00 707 W. 2ND AVENUE <br /> 1CD <br /> 1° �1 y I I O SPOKANE, WASHINGTON 99201 <br /> ° \ / I I PHONE:(509)455-4448 • FAX:(509)455-7492 <br /> RAILROAD TIE + a 3 8 \ 1 Q MEGAPHONE E/T GOLD �I I I \ / I WEBSITE: www.dci-engineers.com <br /> RETAINING WALL Z�j 9 N ° o BUCKLE o I 0-0-0-0 <br /> o CLUB +° I I °�—O t/o I CIVIL / STRUCTURAL <br /> 4 EST I I X I °Copyright�/aa2n Me a.q Dkndo ��.�oy�e rou@ In.Biome«r <br /> \ O ° °�`\ ° / D'Amolo Cansga Ine.dbcldns ary DisspanbAO uqutlw�Zad we. <br /> \ ° 0 I E <br /> RODEO ARENA � E <br /> m \ PEENS ° °� 40.4 ELLENSBURG <br /> o� � �DIRT SURFACE E/T <br /> SURFACE I `, ° ° ° REFERENCE NOTES — RODEO ARENA <br /> ,,,--ASPHALT Lo FO o� E� 01 PROVIDE NEW CONCRETE SIDEWALK PER DETAIL 4/C 501. <br /> 9 \ o J TBM 1: FO <br /> o—� 0 CHISELED "X" ON NORTHERLY ° FO 0 PROVIDE NEW STEPS, SEE ARCHITECTURAL PLANS. SEATING <br /> C — _ — 1 �\ 0 J HEADBOLT OF FIRE HYDRANT. F ° <br /> \ _ o ° of ELEV.= 1576.02' (NAVD88) FO `` o, <br /> 03 PROVIDE CONCRETE ADA RAMP WITH HAND RAILS (PER ARCHITECTURAL <br /> PLANS) AS NEEDED. K I TT I TAS <br /> � L/S \\\\ �+ � � I FO <br /> \ > COUNTY <br /> ®PROVIDE NEW WALL WITH GUARDRAIL PER IBC STANDARDS. COORDINATE <br /> o WITH ARCHITECTURAL AND STRUCTURAL PLANS. <br /> \F RIM ELEV.= 1570.99' a� <br /> I I \\\\ INV. S. ELEV.= 1569.99' m 05 PROVIDE NEW 4" THICK COMPACTED GRAVEL. <br /> ©PROPOSED ELEVATED STAGE AREA. COORDINATE WITH ARCHITECTURAL <br /> I I —157 L/S \ SOUTHEAST PLANS. <br /> \ I r 2— w ARENA SEATING <br /> I ° — — —k °/ _ a 07 PROVIDE NEW PEDESTRIAN BRIDGE AND STEPS. COORDINATE WITH <br /> \\ � I}4"SD— — x <br /> — — ARCHITECTURAL PLANS. <br /> - - - - - - - -- - <br /> L_ — \/s i - - - - - - - - -- - - - - - - z - - - -- - - -- - - - - - - - - - - - - - - <br /> / — AC Ac I — ®NOT USED. <br /> NOT USED. <br /> I I I I <br /> TEANAWAY & UMTANUM HALL I HISTORIC MAIN GRANDSTAND I 10 CONTRACTOR TO COORDINATE WITH STAIR MANUFACTURER TO DETERMINE <br /> WOOD—FRAMED BUILDING I EXTENT OF FLAT STAIR SLABS. SEE SHEET C-131 FOR ELEVATION OF <br /> FF= 1571.84' I I i SLABS. <br /> I <br /> I I <br /> W G <br /> a FO <br /> TICKET <br /> v BOOTH 7 <br /> J � <br /> Q <br /> a <br /> a <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 /> CIVIL SITE <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 21 <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 />