� z � w 2w .;;, o• •w �·� ' 8'C? NM ' a� � £� . 0 . 2'.)I B� --- -w£ ri ' o-.11 z� ' --- �8 w� ~o "< ru - w, 5N Q 51li <c ,------------------------ -------1- / -------! / I I I BENCH MARK AND CONTROL POINT SCHEDULE 1 I I I I I ---- ---- 8H3 -I C0 1K-S2 ,8 C- 3A0 R0 -L0 0R4A. 0N0D0A- 0L0L9 (CULTIVATEOFIELD) S S8" H P O L E A V E S E T H R 9 F , P L B A O Y D W , D S I C V E O I E S N I DO C E N R T E I A T IL E CONTRACTOR / I / " s'' " / I ,/ " I I I " ' I I I I NWEAWT E1R0 0S, 0T0O0REALGEEV AT AT ENDK BS YE ED DI VEI ST IAOI LN SI HC EOENTTSR 8A CA TNODR9, l i \LI 0 0 1 �0� V � E� R � FL � O � W = E � LE � V � A � T � IO � N ==�64�9 �.0;;:J' _ 11 / ..TOP OF FOOTER = 534 5' I I I I " " \ I I I I I! I I I I I I 10 I I 5 ITEM NORTHJNG EASTING I TBM-1 1750185.8010 2853008.4670 I CP-7 1750199.5650 2853137.2070 I CP-8 1750222.5640 2852990.9450 I 10 NOTE: ALL WATER MAINS THIS SHEET SHALL BE INSTALLED TO A MINIMUM DEPTH OF 60" UNLESS OTHERWISE NOTED. .. '• \ ·, .. --- / ' n.----3-WAY FIRE HYDRANT ASSEMBLY_,, "- 6" ANCHOR COUPLING // ', 6"GATE VALVE / \ I \ / INTO TANK \ I SEE SITE PLAN I 6" MEGA-LUG RESTRAINT \ THIS SHEET / I / \ I ' / ' / ' / ' / ELEVATION OESCRIPT!ON 537.01 MAG SPIKE IN NORTH SIDE OF PWP 294-879 537.74 5/8 INCH REBAR 537.10 5/8 INCH REBAR I I I I I I I I I I I I I I PTWARI TNOHKP OTF RSL UAE SCD HE6 IR"N DWG I I WRCEAL, TAESRS M3 A5 0I N HPA AON RDL YNBEEETSLHSLYERLSEE TNS OTE RAEALNI LNC JTAOSI EN MT SE , N T , BY DIV. I CONTRACTOR 6, D.I. 450 BEND---'!=!!;,-.J 4------- PROPOSED 12" D.I. CLASS350 INSTALL 8" COMPACTED No. 53 AGGREGATE LL_,, .. PR OO LL YL EP DR OI NP Y( 2L) E4N" EL I GF TESO TOEVXETRI LUESS 2C5L0AWS SO V2 E N F1 ' AOBURTI CS IIDNENOEFWNAECWC EF ES NS CDER, I BV YE DA IRVEI SAI OA NN DI CONTRACTOR ---- ---- ---- I I I I I I I I BPC LOOOUNCRCKER DE TOER T PH RR EU- SC TA S T 6" D.I. 45 ° BEND_:=�'=: 6( N" OGRA MT EA LVLAYL VC EL O-S E-D-) , 6" ANCHOR COUPLING W.--� 6" MEGA-LUG RESTRAINT N 6" D.I. 90° POU 6" R x E 6 B D " E x 6 ON " D R D P.I.RTEE-CEAST--� CONCRETE THRUST BLOCK 6" ANCHOR COUPLING I PWNOFI TLLHYU EET TRNHATYC/ ELEFERFN LWEU EI ERNNECTAAWNS DAE TMEERN MT A I N CP OO UN RC ERDE TOERTPHRREU- SC TA SBTL O C K --12" MEGA-LUG RESTRAINT �:__-.,,;:-:=,-j--- ----162""GAANTCEHVOARL VCEO U P L I N G (NORMALLY CLOSED) -.r--12"x12"x12" D.l. T� PC OO UN RC ERDE TO�R}: ;REU- SC TA SBTL O C K 12" ME , -LUG RESTRAINT 11===�--PRdPOSED 12" D.I CLASS350 B W l P !) E O IF IT L L L H L Y U E RE T T E R N H S A T Y T I C E L R E F E A R F N I L N EW U T I E E R H NN E A C T , R A W N S E A E S T M S E E E R N S M T O , A A N IN N D I TANK FLUSHING DETAIL - BASE BID ALL JOINTS, BY DIV. I CONTRACTOR I l I I ---- ---- ---- DIV.II 1 I I / I 83-61-28-442-015. --010 ;cuLTIVATEDFI D) ---- - 1'-0" 77'-0" 20'-0" 19'-0" Do'BBINS, QUINT � L I ---- _,,_,, , ,,,.,, JL----1'----1---111 STONE ACCESS DRIVE 11 -_,,-/ --- I PROPOSED 12" D.I. INFLUENT/EFFLUENT ry"..c_,,,✓ ___J SEE DETAIL SHEET 9, BY _,,-/ EXISTING TOWN OF PERRYSVILLE WATER MAIN BY DIV . 11 CONTRACTOR 11 / I DIV. I CONTRACTOR �,. 8" PVC WATER MAIN TO REMAIN IN _ _- t-° SERVICE / - r , 8" '1 BASE BID POINT OF CONNECTION. , : EXIST1Nb TOWN OF PERRYSVILLE I �• I_ ,w ----+-- DIVISION II, SHEET 4 DETAIL No. 8 ..,-, ' HYDRA�T TO REMAIN IN S$<VICE DO NOT SCALE '" �---- •• - - --- /.: BY DIVISION II CONTRACTOR, SEE 1...., I 8" PVC yvATER MAIN AND FIRE ( aw-----ew- ..,, ,,.,.✓ -l~ ==------.. _-_--_--- .,. --:-=.-.-.. - 1 ..: ;; ;:-:::-..._.-, �- ---- ->3 _-�,,_ __ ,w __ / ,. - ---- •• - - -_ - 7 : • ,. ---_:__ • ;t- - - 4<- - 7' '-- -- --. il -_:+--+-/-- PL --- PS --;I PL � I--- "-+-'� " - - s•w L �- --� - � REMAIN IN PLACE '=-f=---.=.:__ CP-8 -- __ E,OP Ii EOP ..__ ��"" "'"' . i<':'xar � 0!.7'"""'\ ... � ---- ·•'-..,__ M�o<s % / --- -r --�---� � L - _�,-�����-����� -�---- - -=��- "-- "-- '------..__ "'� -/ STATE ROUTE 32 " BLKT. " - - NEW 100,000 GALLON ELEVATED WATER STORAGE TANK- SITE PLAN • E.OP 1 � "'"" ,.. CP-7 BLKT. I I I I / / I ,,...., ADAM!;TREET TERRELL, MARK & COURTNEY H&W I 83-01-33-123-003.000-010 STONE PARKING ,',,REA NEW TANK SITE PLAN - BASE BID REVISIONS BID SET C 2025 Midw�stem Engin�cr,;. Inc. P8L o0. Oo2 . �WBo ooc 1sxc1 e2B. 9rl5on addi nw, wa y 4 S7 15r 5c c3 1 DATE JULY 2025 DESIGN M.M.S. DRAWN S.L.H. a.c. CHECK E.K.P. PROJECT NUMBER 2022043-04 6 6 OF 11 I FllE NUMBER I 44 6 45 Do Not Use Plan Previews for Take Off
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