Midwestern Engineers, Inc. Plan Preview

N 0 N 00 0 TO EXISTING -----' SPLASH PAD r TO EXISTING YARD HYDRANT f--TO EXISTING WATER FOUNTAIN • • 2" BALL VALVE, ANGLE OUTLET TOWARDS FLOOR DRAIN LEGEND -•- - •--NEW -w- ,- - EXISTING • ---1-i----t--.:::======�,t---.Y," QUICK CONNECT AIR COUPLING AND " SHUTOFF VALVE • PIPE ROUTE WATER PIPING THRU EXISTING OPENING. GROUT WATER TIGHT __l SUPPO : _ T .._ L .,� - · w ••-'---• ...... ·1·.--� DRAIN BALL VALVE LPROPOSED 2" WATER <-----EXISTING BACKFLOW PREVENTER EXISTING WATER METER SUPPLY TO RESTROOM -+-->----EXISTING STEPS !----EXISTING METER VAULT I I I I I I I I I I I I I I I I I I I I I I I I Asphalt <7,'U ! l H- I H- " <7 " -H " " <1 <7 crsJ<f -H " ., " ., '>'<J .., -H <t " " ., <1 <1 ,, "' -H " <1 '5 ., .,,,, ., .,. <I <7 <t I ' " <1 " <1 1u I I I I I I I I \ \ - .,,6 ,_ ' ""'' -H ' "' -H FUTURE SHADE CANOPY l ' ' ' � -L__ _ _ ·:_-_-_-_-r:_ < _ 1- _ --�-M - ����:�==-·=� --·::-= 1- ,--+ - ·1·-· LEXISTING 2" WATER SERVICE EXISTING BLOCK WALL BENCH ., " ® EXISTING METER VAULT \ / <1 SCALE: 1" - 1'-0" BRONZE PLUG 2" COMPACTED SAND BED 6" SAN. SEWER FROM PROPOSED RESTROOM (INV 458.78) FLOW WYE AND )i, BEND w/ CLEANOUT EXTENSION TO GRADE CLEANOUT BOX w/ SOLID COVER 18"x18"x6" D CONCRETE PAD · .._J' .. / EXISTING 8" SANITARY SEWER (VERIFY DEPTH) / / FLOW � " <1 2 EXISTING ----t-- 1--3 - s'METER VAULT " r �� -H <7 ' <1 "' -H " • <1 ' " <1 <7 ,,. EXISTING WATER FOUNTAIN \'> "' <O N N " EXISTING SPLASHPAD I EXISTING CONC WALK PROPOSED CONG. WALK CONTRACTOR SHALL GRADE NEW WALKS TO SLOPE AWAY FROM BUILDING AT LESS THAN 2% CROSS SLOPE ---- G) EXTERIOR CLEANOUT DETAIL L.J,' M '--.!ic l T T/PROPOSED CONG. WALK AT DOOR = 460.70' NOT TO SCALE 6' O" MAX. UT JOINTS XPANSION JOINT EVERY 30'-0" A 3 , z co:, PLAN VIEW ' z " -:, EXISTING PARKING & SIDEWALK \. / ' \_ 4" MIN. COMPACTED #53 CRUSHED STONE � TYPICAL SIDEWALK DETAIL NOT TO SCALE 1-----+�+2" SDR-9 CTS POLYETHYLENE-..J_____! L DOMESTIC WATER PIPE "' fi.-,,L-:__-,-----,--d;J = -,-'7,::::..;;-,-.::'.==lcS==",li=;;::...""-<1==,4, {l), PE47 1 0 ASTM 02737 "' -- "' +d.k===-, \o/f 1------ LJ+- --°'-' ' °1FF--m---�� - Stone I � EXTERIOR \ \V CLEANOUT 6- [L___J'.___ __ --l __ ...-=..::::..--��- - - ------ _\j_______ ,/;' \; "-:ij' ---- w w w PROPOSED CONG. WALK 26' OF 6" PVC@ 1.00% EX. 8" SANITARY SEWER INVERT (VERIFY DEPTH) LEGEND h � ' '-,, , �\ ,,/ ' , , , _ Stone [.,,,·,: :'. '.'! - . .. . . . . I -' · ,, I EXISTING CONCRETE PAVEMENT PROPOSED CONCRETE PAVEMENT CONTRACTOR TO PROVIDE AND INSTALL 1/2" SCH. 80 PVC CONDUIT BETWEEN PROPOSED RESTROOM ELECT RICAL ROOM AND EXISTING SHELTERHOUSE. USE LONG SWEEP ELBOWS, PROVIDE PULL ROPE AND CAP EACH END FOR FUTURE USE. FIELD VERIFY EXACT LOCATION w/ OWNER DURING CONSTRUCTION PRIOR TO INSTALLATION. ' I. • / - - - - , t X ' ,o· • CONTRACTOR TO PROVIDE AND INST�L�' s�-40 / • \ \ PVC FROM POWER POLE AT STREET TO METER LOCATION w/ 36" LONG SWEEP ELBOWS, PULL ROPE, 36" COVER AND WARNING TAPE AT 18". SEED, STRAW AND/OR STONE DISTURBED SURFACES TO • ' "" -H ' / EXISTING 2" WATER SERVICE • \ • \ • \ • \ PRE-CONSTRUCTION CONDITION. CONDUIT RISER AT POLE, CONDUCTORS AND TERMINATIONS BY CENTERPOINT DISTANCE IS APPROXIMATED TO BE 230' BUT THE CONTRACTOR SHALL FIELD VERIFY EXACT DISTANCE PRIOR TO BlD. \______ CONTRACTOR TO MAINTAIN MIN. 1O' CLEARANCE FROM WATER LINE \, EXISTING SITE PLAN SCALE: 1" = 10' - ' - ' - ' "s,_ ' '- - '- - - - . . •...,, ,; ............. ... - -- • -· �--·- '" --.. EXISTING SITE PLAN ..... s\ .,• ·' ' �,...\ ... ·'· ' .r ·� .... �·"'· • f � EXISTING SITE PLAN ,. -.- .... • • - • - REVISIONS BID SET <ti 2024 Midw,·slcm Engine.:r,. Inc. 802 We,! Bn>:ul\v;,y Street P.U Bo, 295 Loogooiee. ln,,li:ina 4755) DATE AUGUST 2024 DESIGN T.M.K. DRAWN S.L.H. Q.C. CHECK C.W.R. PROJECT NUMBER 2024056-00 3 3 OF 12 I FILE NUMBER I 44279 Do Not Use Plan Previews for Take Off