m m z z � m z w w � w � 0 • z � � �fi:� � �" -0 --.. � m Q ��8 • ...... �� � ._j" 0 • , "' � u 7.j *� �ow - �£� <• g� �-, 00 u 1i . - CN 55 0 • <• 76 76 so-- 75 7 5 ·- 74 74 73 ·- 7 3· 7 2 BC AOCMKPFAI LCLT TE OD BT OE M9 5E%C 1• 5 ' ' BC AOCMKPFAI LCLT ET OD BT OE M9 5E%C HMAI NN.I C A L L Y w FAIRFAX RD. MODIFIED PROCTOR w " • EXISTlNG GRADE x ci 0 PROPOSED GRADE w w EXISTING PAVEMENT w ' ' ' - -, ' //, /, ,' ,,. � EX 6"ACWATERMAIN ,, � - //, EL 742.02 CASING INV. CASING INV. EL. 743.12 EL. 743.30 BORE PIT 40'l x 15'W x 12'0 - '-EL. 742.23 EL. 742.00 INSTALL 40' L.F. OF 18"x0.312"WELDED STEEL CA W SI I N TH G BY AUGER BORING OR PIPE JACKING 8"RESTRAINED JOINT D.I. CARRIER PIPE. CASING SPACERS ON 8' CENTERS, CASING END SEALS AND TRACER WIRE. ' 1+bo O• 0 O• 0 O• 0 0+60 0+50 0+40 0+30 0+'20 0+10 PROFILE OF EFFLUENT DISCHARGE HORIZONTAL & VERTICAL SCALE: 1 n = 1 O' PSREEOPSOHSEEEDTSBO9 OTHSRTEUR1STATION No. 3 - "POINTE BOOSTER STATION" 1 FOR DETAILS. OWNER SHALL PROVIDE ---- ,-- -- -- ------=------- ' EL. 742.00 -, ' , RECEIVE PIT S'L x S'W x 7'D 0+00 -0+10 -0+20 TS HH EA LBLOSOHSI PT ECRO SMTPALTEI TOENDTSHTRAUT IOOFNF ST OI T ET HMEA SN IUT FEA. CC TOUNRT ERRA CA TNODR SA HC AC LOLRBDEA RN EC QE UWI Rl TEHD MT AONI UN FS AT CA TL LU RB EO RO SRTEECRO SMTMAETNI ODNA TI NI O N S -- - - ---=�-----@]----��JbJ--=-=�� 758 ' 757 ' 756 ' �--- 757 -... ,._ "-" " "-CL-ct 21' 0-1\ 765 760 755 750 745 740 730 725 ' I "'e, .... NEW 8"PVC, SDR-21, CLASS 200, ASTM D2241 WATER MAIN. ,._-,,_,,, SEE SHEET 5 FOR DETAILS. I ', }------�;.__'.J_______ -{m---�1�8�' ---�--_:�iii�=i=====:mci===;:;2::r---""��----,.-�r'._ ___ i----�i -....!lf,-,,'-,,L.,"--,f-----136.9' 33' 22' '- ' \ ·, "l -- NMEAWN D1A2T"OPRV YC , ASLDTRE-R2N1 ,ACTLEA"SBS" B I D ; CW 20 U I 0 T T , H A P T S L R A T AM C C E D E M 2 R E 2 N 4 W 1 T I . R W EATBEYROMPEANIN FAIRFAX RD. -752-_ (ASPH) --------- ------- -750-- I ( 1 I I / / \ ' i DP C R U O O R NI T T N E R G C A T CC O T E O N X R . S U T T T R O I U L ICTTYIOPNOLE HA NO OL DS AH SA LNLETCEEMSPSOA RR AY R. I L Y (GRASS) --- � ;;...-1;._......a;.:.::.,._...,_..._.;_:.;.:._...,:__________�1-...!llo--.-"1--J._ _ '-... \ . . . . _ ......_--.. EX . TANK ACCES� DRIVE .... (S�ONE) ., t I F L E5i,j/TAWNOEO D , 53-�1foo I , 007.0 t 006 (ASPHALT) I ---·'--.. :? LSUEGRIRESES1T1R00AIMNETGA ------- 1T2U"R0N.1E. D45U° PFITTING----' 12"ANCHOR COUPLING----1 8"ANCHOR COUPLING 8" D.l. 11 25 Q 8"ANCHOR j COUPLING 8"GATE VALVE 8"x8"x8"0.1. TEE NEWS"PVC, SDR-21, C0 L2 A2 4S1S W2 0A0T, EARS TMMA I N - 1E2F"FDL.UI . ECNLTA DS SI S 3C5H0A R G E EM N A C IN A SW E I T M H E N P O T L A Y N E O T H Y L E N E RT RE SA TCRE ARI NWTI RHEA RWNI TEHS SB EE SL L ON ALL JOINTS PCROONPCORSEETDE THRUST BLOCK SERIES 1100 MEGA LUG RESTRAINT <----8D"I SDC. 1H. CA RL AGSESM3A5 I0NEWF FI TLHU E N T E PW N O IR C L E Y A E S W T EI H M T Y H E L N BE T E N L A E L N RD ETSRTARCAEI NR T HARNESSES ON ALL JOINTS BASE/ MANDATORY ALTERNATE 'A' BID: DISCHARGE CONNECTION DETAIL 12"D.I. CLASS 350 EFFLUENT ---I DP OI SLCYHEATRHGY EL EMNAEI N W I T H EWNI RC EA SWEI MT HE NB TE LALN RD ETSRTARCAEI NRT HARNESSES ON ALL JOINTS LSUEGRIRESES1T1R00AIMNETGA 12" D.l. 1 1.25� / 1 F1 2 2 IT " '" T G x IN A G TE VALVE 1 2"x12"O.L TEE NCEL AWS1S22"0P0V, CA,SSTDMR - 2 1 , 02241 WATER MAIN SERIES 1100 1M2E"G0A.1.L4U5G RESTRAINT ° FITTING 1T2U"RANNECDH UOPR C O U P L I N G .· .· PCROONPCORSEETDE THRUST BLOCK 12"ANCHOR COUPLING ,___ 12'"x8"0.1. REDUCER ill'---SERIES 1100 MEGA LUG RESTRAINT ,_ _ _ 8 D"I SDC. IH. CA LRAGSESM3A5 0I NEWF FI TLHU E N T E PW N O IR C LY E A E S WT EI H M T Y H E L N BE T E N L A E L N RD ETSRTARCAEI NR T HARNESSES ON ALL JOINTS MANDATORY ALTERNATE 'B' BID: DISCHARGE CONNECTION DETAIL DO NOT SCALE DO NOT SCALE ITEM CP-1 CP-2 CP-3 CP-4 CP-5 ITEM SL-1 SL-2 6A"STRHEKQ. SUTI ROENDE B A S E UCNODNENRE CPTOI OI NNT (OTFY P . ) S6 "TxE6E"Lx 6 "T SA TPAPIINNLGETSESE R'l---- 8D"I S0C.1HCA RL AGSESM3A5 0! NEWF FI TLHU E N T PE ON CL YAESTEHMYELNETNAEND T R A C E R WIRE WITH BELL RESTRAINT •·. HARNESSES ON ALL JOINTS "3',,i--- SERIES 1100 MEGA . . , . . LUG RESTRAINT 8"x6"0.1 REDUCER VALVE PT HO RU UR SE TD BCLOONCCKR E T E POINT OF CONNECTION DETAIL No. 2A DO NOT SCALE CONTROL POINT SCHEDULE NORTHING EASTING ELEVATION DESCRIPTION 1391763.11 3116821.57 769 20 ¾"REBAR 1391866.14 31 17433.14 755.79 ½"REBAR 1391879.12 3117674 35 752.62 MAG NAIL FL. 1392173.40 311 7430.31 777.64 NAIL 1392296.1 5 3117249.11 770.70 NAIL STRUCTURE LOCATION SCHEDULE NORTHING EASTING DESCRIPTION 1391797.38 3117402.88 NW CORNER OF BUILDING 1391769.88 3117414 38 SE CORNER OF BUILDING PLAN KEYNOTE LEGEND: INSTALL BLACKTOP ACCESS DRIVE. (1.5"No. 11 BITUMINOUS SURFACE. 2.5" No. 9 BITUMINOUS BASE, 8"BASE OF COMPACTED No. 53 STONE.) IENNSCTAASL EL M1 2E"N0T. 1 A. NC DL ATSRSA3C5E0RSWU CI RTEI OWN I/ TDHI S BCEHLALRRGEES MT RA AI NI NWT I HT HA RPNOELSYSEET SH YOLNE NA LEL JOINTS . [I) INSTALL 8"0.1. CLASS 350 SUCTION/DISCHARGE MAIN W!TH POLYETHYLENE E JON I C N A T S S E . MENT AND TRACER WIRE WITH BELL RESTRAINT HARNESSES ON ALL GJ IFNOSRTAHLELAD60WLA.LFL. ODFET4A"IPLV. C SDR-26 DRAIN PIPE@ 1 33% SLOPE. SEE SHEET 14 [}] INSTALL 12"x12"x6"0.1 REDUC!NG TEE AND 3-WAY FIRE HYDRANT ASSEMBLY . [Ij INSTALL CONCRETE STOOP FOR MAN DOOR. SEE DETAIL ON SHEET 11. [Ij MAINTAIN SWALE IN EXISTING STONE ACCESS DRIVE. [!) INSTALL 8"D I. 11.25 ° FITTING. [DJ @I @I � @I � @I � @I 8oJ 0 § [TI] [El § § Im IPNIPSETAJLALC4K0INLG.F.WOITFH16" x 0.375"WELDED STEEL CASING BY AUGER BORING OR 8"RESTRAINED JO!NT D.I. CARRIER PIPE CASING SPACERS ON 8' CENTERS, CASING END SEALS AND TRACER WIRE. ISNITSETAWLLHEARCEHIANIDNICLIANTKEFDE. NCE AROUND THE PERIMETER OF THE PROPOSED INSTALL 12"0.1. 90° FITTING. INSTALL 8"x8"x8"0.1 TEE. INSTALL 8"GATE VALVE. INSTALL 12"x8"0.1. REDUCER. INSTALL 12"GATE VALVE_ INSTALL 12"x12"x1 2"0.1. TEE, CAPPED FOR FUTURE USE. DCROEMSPSLEETXIIOSNTINOGF CSOTONNSTERAUCCCTEIOSSN.DRIVE WITH 3"INOOT No. 53 STONE UPON INSTALL 18' DOUBLE SWING GATE. INSTALL 3' MAN GATE. INSTALL PIPE BOLLARD (TYP.) SEE DETAIL, SHEET 14. PROPOSED PAD MOUNTED TRANSFORMER. SEE SHEET 16 FOR DETAILS. PROPOSED PAD MOUNTED GENERATOR. SEE SHEET 16 FOR DETAILS. INSTALL 12"x12"x12"0.1. TEE. INSTALL 6"GATE VALVE. INSTALL 8"x6"0.1. REDUCER. INSTALL 6"INSERTION VALVE. II NN SGTRAELSLSA/ ENGDRME AS ISN PT AA ION DCEOTNASI LT, RSUHCETEI TO N4 . ERNETMROAVNEC ET .E SMEPEO TREAMR PY OPRAADRAYS RCEOQNUSITRREUDCATNIOOND. RESS WITH 3"INDOT No. 53 STONE UPON COMPLETION OF BOOSTER STATION SITE PLAN - MANDATORY ALTERNATE BIDS I • - REVISIONS -" - ,; 5 Jj .... c gi -ia ..:= f, ti!:, °' � ,; BID SET C 2025 Midw�sl�m Engineers. Inc. 802 \Vest Broadway St1>_,cl P.O. Bo� 295 Loogool�"C. lnditln:1 47553 DATE JUNE 2025 DESIGN ROW DRAWN MMC Q.C. CHECK EKP PROJECT NUMBER 2023076-00 7 7 OF 1 6 FlLE NUMBER 44982 I Do Not Use Plan Previews for Take Off
RkJQdWJsaXNoZXIy NjAyODM2