0 ww z z 0 0 � �' w > 0 w w 0 Q :, z z � i �::i� < ·� • �o i::i ,,..,"' t <r""jg� -...... C! ie ;; ...'.1/�� u ,o � � "iii z < � o. < §w .. 0 CL� .i <:, :t >0 8\/ �-00 \I� .� �i�. 76 ' CB AOCMKPFAI LCLT TE OD BT OE M9 5E%C HMAI NN. I C A L L Y w FAIRFAX RD. 76 ()-- MODIFIED PROCTOR w CL ,_ EXISTING GRADE x ci , PROPOSED GRADE w w EXISTING PAVEMENT 75 , - ' ' '/, ,_ -- --- 75 74 '/ ,,,, � EL. 742.02 CASING INV. CASING INV. EL. 743.12 EL. 743.30 74 , BORE PIT 40'L x 15'W x 12'0 EL. 742.23 EL. 742.00 73 ' ICNASSTI ANLGL B4 Y0 ' AL U. FG. EORF 1B8O" Rx 0I N. 3G1 2O" RW PE ILPDEE JDA SCTKEI NEGL 73 WP II PT EH . 8C" ARSEI NS GT RSAPI NA ECDE RJ SO I ON NT D8 ' . IC. EC NA TR ERRI ESR, CASING END SEALS AND TRACER WIRE. - 1 • 5 1• 0 0+90 0+80 o+'7o 72 0+60 0+50 0+40 0+30 0+20 0+10 PROFILE OF EFFLUENT DISCHARGE HORIZONTAL & VERTICAL SCALE: 1 n = 1 D' PROPOSED BOOSTER STATION No 3 - "POINTE BO 765 760 a. 0 w 755 750 �EX. 6" A.C. WATER MAIN 745 ' ' EL. 742.00 740 ' ' RECEIVE PIT S'L x 5'W x 7'0 735 730 725 0+00 -0+10 -0+20 ' ' ' ,,. , ., ' 76 76 75 - 75 74 74 - 73 73 72 1• S T S H H EE E A L S B L O H S E O H E S I T P T S E C R 9O T S M H T P R A L T U E I T O 1 E 1 N D F T O S H T R R A U DT E I O O T F N A F I S T LS O IT E T O H M W E A N S N E I U T R F E S A H CC A O T L U N L R T P E R RR A O C A V T N I O DD R E --� -- -- �--- -"- --- -- 000-008'\. SHALL BE REQUIRED TO INSTALL BOOSTER STATION IN ......_ A R N N T RER R N Tl NS 757 ', 758 756 ' ' ' ' ' ' '- e.--- :i_ CL--- CL- c:l-Cl.�-- Cl..� CL- CL,a--•_CL-CL----=-ca,===' NE::31131971389431..6358 ' ' ' NA ES WT M8D" P2 2V4C1, WS DART -E2R1 , MCALIANS. S 2 0 0 , MNS E E A E WN D S 1 A H 2 T E '" O P E R T V YC 5 . A F S L O O T R R E - R D 2 N E 1. T A C A T L I E L A S " S B . S " BID: 2W0 I0T, HA ST RT MA C0E2R2 4W1 I RWEA BT EY ROMP EA NI N NE ::31131971477325..8289 -750----- 36.9' MCBA O E C C M K H P F A A I N L C L I T C T E A O D L L B T Y O E I I I I / / (GRMli) \N:1391841.38 EN::31131971483418..8308 E:3117446.65 \ - ow '- '- ' ' ' .. \ V' \ I\ \ \ • �'-''----.,___.."-"--'---------------1-....!ll..oll,,,,.;S...-•l� - 5 EXISTING GRADE , II ' PS RD RO P2O6 SDERDA 4I N" PP VI PCE . . . . @ 1.33% SLOPE 1+'oo ~- / EL. 741.97 BORE PIT 40'L x 15'W x 12'D , ,, 0• 90 0+'80 ' ''{ I ' ' I \ - ' ----� I ' ' ' "l \ \ EX. TANK Afcess DRtvE. (S-t!ONE) " "'- I -�S ,;, I FlEijTWOOO, 5\'ANE 53- & 11�EV �6 34001, 007,0 � -006 (ASPHALT} I '---� , , , 0• 0 ' , ' " BACKFILL TO BE MECHANICALLY FAIRFAX RD. COMPACTED TO 95% MIN. w MODIFIED PROCTOR t- a. 0 EXISTING PAVEMENT PROPOSED GRADE: _x _w w , .,,;:,,, '/ ,, '//0 --- ,, '///// -� � � CASING INV. CASING INV. EL. 742.67 EL. 743.20 EL. 741.78 EL. 742.00 ICNASSTI ANLGL B4Y0 ' AL U. FG. EORF B1 8O" Rx 0I N. 3G1 2O" RW PE ILPDEE JDA SCTKEI NEGL WP II PT EH . 8C' " ARSEI NS TGRSAPI NA ECDE RJ OS I ON NT 08 ' . 1C. EC NA TRERRI ESR, CASING ENO SEALS ANO TRACER WIRE. ' 0+60 0+50 0+40 0+'30 0+20 0+10 PROFILE OF INFLUENT SUCTION HORIZONTAL & VERTICAL SCALE: 1 n = 1 O' 6A"STRHEKQ. SUTI ROENDE B A S E CU ON DNENRE CPTOI OI NNT (OT YF P . ) �� � 6" MJ ADAPTER ---EA ' 1--- - - D8"I S0C.1H. CA RL AGSESM3A5I0NEWF Fl TLHU E N T EWP NO IR C L E Y A E S W T El 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 LSUEGRIRESES1T1R00AIMNETGA ,6:::-- c 8"x6" 0.1 REDUCER 6" TAPPING GATE VALVE 6"AILNVSEERTION 765 CL 760 ci 755 EX. 6" A.G. WATER MAIN fl 745 EL. 742.00 740 ' RECEIVE PIT 5'L x 5'W x 8'D == 0+00 -0+10 6A'S' TRHEKQ. SUTI ROENDE B A S E \ \ UNDER POINT OF ' CONNECTION (TYP.) 735 730 725 -0+20 1-- - - 8" D.l. CLASS 350 INFLUENT PS OU CL YT EI OTNH YMLAEI NN EW I T H EWNI RC EA SWEI MT HE NB TE LALN RD ETSRTARCAEI NR T HARNESSES ON ALL JOINTS SLUEGRIREESS1T1R00AIMNETGA E EX�"AC�- ----0- . �-- - ------ii Q, __________ _ . 'tl1 1t;, �·. -� - ' • • • ~_ J PT OH RU UR SE TD BCLOONCCKR E T E . ' 6S"TxE6 E" LS TTAAIPNPL IENSGS T E E ' ' . '' ' - ' •-, PT HO RU UR SE TD BCLOONCCKR E T E J ' ' 6S"TxE6 E" LS TTAAIPNPL IENSGS T E E POINT OF CONNECTION DETAIL No. 2 POINT OF CONNECTION DETAIL No. 3 DO NOT SCALE CONTROL POINT SCHEDULE ITEM NORTHING EASTING ELEVATION DESCRIPTION CP-1 1391763.11 3116821.57 769.20 ¾" REBAR CP-2 1391866.14 3117433.14 755.79 ½"REBAR CP-3 1391879.12 3117674.35 752.62 MAG NAIL FL. CP-4 1392173.40 3117430.31 777.64 NAIL CP-5 1392296.15 3117249.11 770_70 NAIL STRUCTURE LOCATION SCHEDULE ITEM NORTHING SL-1 1391797.38 SL-2 1391769.88 , , EASTING 3117402.88 3117414.38 DESCRIPTION NW CORNER OF BUILDING SE CORNER OF BUILDING J � I I P' \ I I } F IP N E E S N R T C I A M E L E L A T R AE OR C U H O N A F D I N T T H L H E IN E K DO NOT SCALE PLAN KEYNOTE LEGEND: OJ [sJ [sJ [iJ 0 111 � I4N" SLTI FATL LO SV TE OR NUES A2C5 C0 EWSOS VDERNI VGEE. O( 8T" EOXFT II LNEO OP OT LNYoP. R5 O3 PS YT LOENNEE RFOALBLREI DC EOARC H EQUAL WITHIN THE ENTIRE FENCED AREA. IENNSCTAASL EL M1 2E"NDT. I A. NC DL ATSRSA3C5E0RS WU CI RTEI OWN I/ TDHI SBCEHLALRRGEES MT RA AI NI NWT I THHA RPNOELSYSEET SH YOLNE NA LEL JOINTS. IENNSCT AA SL EL M8 "E 0N .T1 . ACNL AD STSR 3A5C0E SRUWC ITRI OE NW/ DI TI SH CBHEALRL GREE SMTARI NA IWN TI T HH APRONLEYSESTEHSY LOENN AE L L JOINTS. IFNOSRTAHLELAD6W0 LA.LFL. ODFET4A" IPLV. C SDR-26 DRAIN PIPE@ 1.33% SLOPE. SEE SHEET 14 INSTALL 12"x12"x6" 0.1. REDUCING TEE AND 3-WAY FIRE HYDRANT ASSEMBLY . INSTALL CONCRETE STOOP FOR MAN DOOR. SEE DETAIL ON SHEET 11. MAINTAIN SWALE IN EXISTING STONE ACCESS DRIVE. INSTALL 8" D.I. 11.25° FITTING. IPNI PS ET AJLALC4K0I NLG. F .WOI TFH1 68"" xR 0E.S3 T7 5R"AWI NEELDD EJ ODI NS TT EDE. IL CCAARS RI NI EGRB PY I PAEU GC EA RS I NB OGR I N G O R SPACERS ON 8' CENTERS, CASING END SEALS AND TRACER WIRE. ISNISTETAWLLHEARCEHIANIDNICLIANTKEFDENCE AROUND THE PERIMETER OF THE PROPOSED INSTALL 12"' 0.1. 90° FITTING. � INSTALL 8"x8'"x8" D.l. TEE. INSTALL 8" GATE VALVE. INSTALL 12"x8" D.L REDUCER. INSTALL 12" GATE VALVE. INSTALL 12"x12"x12" D.I. TEE, CAPPED FOR FUTURE USE DCROEMSPSLEETXIIOSNTINOGF CSOTONNSETRAUCCCTEIOSSN.DRIVE WITH 3" INDOT No. 53 STONE UPON INSTALL 18' DOUBLE SWING GATE. INSTALL 3' MAN GATE. INSTALL PIPE BOLLARD (TYP.) SEE DETAIL, SHEET 14. N:1392145.68 I ' '\ �,�E�3�1�17�4���--43�.�������-.,..\---wwww...J--wwJ / a I ,--���� � @I §I llil § [33] � § PROPOSED PAD MOUNTED TRANSFORMER. SEE SHEET 16 FOR DETAILS. PROPOSED PAO MOUNTED GENERATOR. SEE SHEET 16 FOR DETAILS. INSTALL 6" GATE VALVE. " ---;r-� EXISTING STANDPIPE No. 1 SITE PLAN - BASE BID � INSTALL 8"x6" D.I. REDUCER. INSTALL 6" INSERTION VALVE. II NN SGTRAELSLSA/ ENGDRME AS ISN PT AA IDN DCEOTNASI LT, RSUHCETEI OT N4 . ERNETMROAVNEC ET .E SMEPEO TREAMR PY OPRAADRAYS CROEQNUSITRREUDCATNIODND. RESS WITH 3" INDOT No. 53 STONE UPON COMPLETION OF BOOSTER STATION SITE PLAN - BASE BID I REVlSIONS ga � ·a o-5 �.:: g; � c, < BID SET C 2025 Midw<'-Slem Engineers. Inc. 802 Wes1 Broadw:ty S1rcct P.O. Box 295 LoogoolC<:. lndi�nn 47553 DATE JUNE 2025 DESIGN ROW DRAWN MMC Q.C. CHECK EKP PROJECT NUMBER 2023076-00 6 6 Of 1 6 FILE NUMBER 44983 I Do Not Use Plan Previews for Take Off
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