Midwestern Engineers, Inc. Plan Preview

:•[lPE PIT WITH R E INFORCED RIBS W!TH NOTCH�S FOR S E RVIC E LIN E I\S MANUFACTURED BY i'RANC E SVILL E DRAIN TILE (FRI\TCO) CORP. COMPACTED CLAY OR LOAM FILL AROUND PIT 1 112" �1 ! .5 g! � j • I z· -1 :,; ' ' �I R E MOTE SENSOR INSTAllED iN LID WITH DRILL�u CPENli,G.HIGH STRENGTH POLYPROPYLENc rR/\ME & COV E R SET F L USH WITH GROUND SURFACE -,-____ HOPE PIT WITH REli�FORC E D RIBS WITH NOTCHcS FOR S�RV:C E LIN E AS MANUFACTURED BY FRANCESVlcLE DRAIN TILi"' (fRATCO) CORP. CORP. STOP MODEL 470BT ---, MOIJEL 613 3T BY AY , WITH l�JSE RT STIFFc cNER \ Mc::JONALD MFG.CO . COMPACTED CLAY OR LOA\< F' L i.. AROUND PIT ,,/;.--=-= \ NOT E : CONTRACTOR SHALL BE REQUIR E D TO PROVIDE PHOTOGRAPHS OF TH E FIE L D TIL E R E PAIR (BOTH PRiOR TO AND AFT E R R E PAiR) PRIOR TO EARTH LOAM BACKFILL. TH E CONTRACTOR SHALL PROVIDE A LABELED 3-RING BINDER crniTAINING THE REQUIRED PHOTOGRAPHS. EACH PHOTOGRAPH SHAL L BE PROPERLY LAB E LED WITH TH E PROPER STATIOIIIIIIIG, SIZE OF TIL E REPAIR, DATE OF REPAIR AND PROP E RTY OWNER. ' EXISTiNG _i FIELD TILE , F E RNCO ADAPT E R INSTAL L ED I EARTH L OAM BACKFILL EACH SID E OF FIELD Tile / REPAIR OR ENGINEER ;--- PVC PIPE SAM E SIZE A"PROVED E QUAL , AS CGT FIEL:J TIL E 2' MIN. WAT E R MAIN 2' MIN. L #53 S70NE BACKF!Lc UNDER PVC P!PE FI E LD TILE 3~0'" _2'�0� 1 • AS D E TAILED ON Pl.ANS , 1 •2'-0'· 3'-0' , ' 3 1 l USE , g" OF No.53 AGG. 2" CROWN - 5' ROLLED EACH 2' SUBGRADE NO, E : FINIS!-IED CROSS SECTION ACCESS ROAD HORIZON T AL DISTANCES AR E MEASURED AT RIGHT ANG'..ES TO THE C.L. OF TRACKS ;--R.R. RJW 2' BEYOND TO E OF S LOPE (25' MIN.) , BEYOND RiW LIN E .~--- 3"B E YOND 1 DITCH LINE (25" MIN.) MET E R COPPER SETT E R WITH �c--­ PRESSURE REDUC!NG VALVE. i 2" HDPE, SJRe9 CTS _J l',JIA!N-�u NOTE: SADDLES R E QUIRED ON /\LL MAINS PER SPECIFICATIONS FIELD TILE REPAIR DETtdL RR.R/W ::;: 1 a -SEAL ·· TYPICAL GATE VALVE SEE SPECIFICATION FOR TYPE AND ACCESSORIES REMOTE SENSOR INSTALL:O IN UD WITH DR!LLED OPENING HiGH STR E NGTH OOLYPRO�YL E N E FRf\ME AND COVER S E T F L USH WITH GROUND SURFACE ANCHOR LUGS ----1 :1DPE PIT WITH REINFORCED 168 Wi Th NOTCHES FOR SERVIC£ INE AS MANUFACTURED BY F'<ANC E SVilLE DRAIN TiLE (FPJ\TCOJ CORP. ANGLE DUAL CH E CK VALVE METER YOKE WIL L � EXTEND THRU \Ii/A L L WITH¾' COPPER DUAl PURPOSE OUTLET CONNECTION M E TER CO°P E R SETT E R WITH PRESSURE REDUCING VALV E . SEE SP E CiFICATIONS FOR TYPE AND ACCESSORIES ¾'" HDPE, SDR-9 CTS _J I L¾" x 1" INCREASER 'Y' COUPLING WITH INS E RT - STl��ENCRS DOUBLE i\1ETER SETTING 13 3116" 20" FOR 518"& 3;4"' METERS 24" FOR i" METERS � 1 1 BRACING ' E Y E COMPACTED CLAY OR LOAM FILL AROUND PIT ANGLE BALL VA L VE CORP.STOP MOD E L 4708T 7 WIT� INSERT STIFF E . NER lVIODEl. 6·133T BY AY 1" HDP E SER-9 CTS � McDOMAcD MFG. co. I FOR 1"&¾" INLET SETTERS I UN L ESS OTHERWISE j SP E CIFIED f ¾" x 1" !NCR�ASER MAIN-0 I �CHE SAOCLES REQUIRED ON All MAiNS PER SPEClclCATIONS SETT::R SUPPORT 16" LONG SCH. 80 RlGID PVC PIPE, 5RACEY," DIA. METER & BOX SETTING INS E RT TRACER WIRE l:�TO T:JBE ,<,ND CRIMP FLEXIBLE UTILITY MARKER WITH TWO TERMINAL ---"\ TEST ACC E SS rOINT FOR TRACER WIRE, COLOR \ BLUE MOD E L "TUFFCAT" CTFC07208U WITH DECALS CW~1 '.:2 AND TOc-21i80 AS MANUFACTURED SY CARSONl~ E IN1 E RNATIONAL, PH. 1,800-6<8-7917 OR E NGIN EE R APPROV E D EQUA:.. TO S E INSTALLED AT 1000 FT. MAXIMUM SPACl"iG. II� FENCE LIES. ADJACENT 70 FLUSH I FIRE HYDiv\NTS, ETC. \\\\ TRAC E R W!RE SHALL BE No. i2 AWG USE�2, RH'iJVc2 --� OR RHH SOLID COPPER WITH 45 MIL POLYETHYLENE \ "-. INSULATIO�J ANO SUITAB1.E FOR DIRECT BURlAL I • IMSTALLED LONGITUDINALLY /\ L ONG Tl1E PIPE \ TR E NCH. Ale UNDER GROUND SPLIC E S lN TRACER \ WIRE SHALL BE CONNECT E D WITH THE USE 0" COPPERHEAD SNA,(Ei31TE WATERPROOF CONNECTORS. \ J I I I I I i I r G'<ADE L,;,.._f,,5,-,,7>:->:::C>< "' >-+-- - -- ��,,,?¾i�':j/ I I \ - ANCHOR BARB ATTACHEMENl LOC.-'\TION MARKER VVITH TR"ACER \/VIRE TERl\1lNAL TEST POINTS (') iNCREASE TRENCH DEPTH AS MECESSARY TO PREVENT EXCE�DING RECOMMENDED PIP E JOINT D E FLECTION. US E flTT/NGS AND CONCR E T E ANCHOR BLOCi(S IF TR E NCH DEPTH EXCEEDS R E ASONABLE CONSTRUCTION DEPTHS. GRADE MIN. 4"~0' CRUSH E D STON E NOTE: 1,SEE P'.AN SH E ETS AND CROSS SECTIONS FOR SIZE AND TYP E OF PIPE 2. PLASTIC PIPE SHAL L BE ENCASED INITH SAND. 4,,,\ '. S E AL- � AIN �- TY - P - IC _ A _ L _ G .,. A = T = E .__., = C = A = R = R = I E = � = p = � p = � = , = : = B -= E =-=== � = , _ ,.,, '--_ S _ T _ E - E L - CA •-; S -u- i N _ G ,, P - IP _ E __ VA L V E D.I. RESTRAINED JOINT PER SPECIFICATIONS RAILROAD CROSSING SEc1·10N (1;_ PAVEMENT 1--- OPEN CUT 3 IF ROCK IS ENCOUNTERED, MIN. 6" SAND BEDDING iS REQUIRED UNDER ALL TYPES OF PIPE. OPEN CUT ---i MIN. 12'-0" STATE HiGHWAY MIN. 2'-G" COUNTY RCAD MIN. 12'-0" STATE HIGHWAY MIN. 2'-0" COUNTY ROAD CREEK CROSSING SECTION SECTION n PLAN � i/4 BARS CONTINUOUS TOP&BOTTOM -��- GRADE-\ ' MAIN SHAL L BE RESTRAINED _j L STE E L CASING PIP E P E R SPECIFICATIONS JOINT PIPE W,THIN THE CASING AND SHALL EXTEND 3' BEYOND EACH E ND TO BE BORED ,___ _______ " ROADWAY BORING SECTION , STEEL CASING WITH BRIC!< I MORTAR I END S=AL PER S 0 ECIFICAT!ONS -· -�.. -- - - r TWO SPACERS ' ' I\ PLAC E D AT E ACH i \ OF OF CASiNG (TYPICAL) I \ � _ 1 I ! 6' - 10' TYPICAL 1 POLYETHYLENE ' BETWEEN SPACERS I I E NCASEMENT REQ'D ' FOR ALL 0.1. PIPE I I ! ' I I I ---- - -- - ' - 2' FROM : � ELL EN9 I I '" ,,. i I ·-- -- i I �::.''." L L NYcON CABLE TIES FOR TRACER WiRE, MIN. 2 PER PIP E \ \_ CARRIER PIPE TRAC E R NIR E STAINLESS STE E L CASING SPACER WITH POLYMER RUNNERS AS MANUFACTURED SY CASCADE WATER WORK OR ENGINEER APPROVED EQUAL ALL JOINTS SHALL BE WAT�R -, 1--iEAD\NALL DETAIL TYPICAL CASlt�G SPACERS AND END SEALS DETAIL MANHOLE COVER SHA L L BE A L JMINUMWITH ---- \ LiFTING HANDLE AND PADLOCK HASP AS MAMUF. BY HALLIDAY PRODUCTS MODEL No.A48R OR ENGINEER APPROVED EQUAL. 4" DIA. PR E CAST � • . •· . ' CONG. MANHOLE · · ' �:. . . -. l -· -� � 4'c0' ,... ______________ CLA-VAl MODEL 990 - 2"' PRESSURE REDUCING VALV E ADJUST RANGE 28 TO 85 PSI M:N. PIPE COVER P'oR SPEC!FICA110NS I ! .. . t- i: ; 2" HOP E SDR-9 CTS ----... �. , • , AS AF?LICABLE '-.I : OUT L ET f PJPE SLE E VE WITH ·: . ·· -.. · • · · · . � I ��;���� ) ALL /4 :1'""-,....--c--.-�-1-!-C_. ,s,,., ,u .., r _� .., OR,-r_P_A __,_ _-.:::='"""" RECUCER =:._,/ d-' � l . . , · . AS REQUIRED "! CONG.FLOOR 2" P.R,V. VAL'JE & SETTING All JOINTS SHALL BE WAT E R PROOF WITH BiiUMINOUS MASTIC FORD S E RIES 70 COPPER S E FER "OR 2'" FLANGED METER WffH BYPi•.SS, BALL VAlV� INL E T AND OUTLET, #VBS?7-'l5Bc44-7TcG (GRIP JOINT FOR COPP E R) AND l!CF3·1-77 (2 REQ'D) FEMALE BRONZE MaTER FLANGE. CONTRACTOR SHALL V E RIFY TH� "."tV. LAYING LENGTH TO FIT. BY-PASS FUL L PORT BALL VALVE WITH PADLOCK W!NGS � 2" HDP E SDR-9 CTS / AS APPLICABLE · REDUCER AS R E QUIRED - 2" DRAl�J WHEN APPUCABLE PROOF WITH BITUMINOUS \ \ MASTIC VALVE BOX � COV E R - SLOPE ALUMINUM ___/ VAlV" BOX TOP e�pvc--­ SDR-35 PIP E -�d' PIP E SL E EV E WITH -- "-.l LNK SEAL ON !'--- AU. PENE'RJ\TIONS I GA7 E VALV E � LIN E SIZ E D.I. PIPE MANHO L E COVER SHA L L BE ALUIVIINUM Wl,H liFTiNG HANOc E AND PADLOCf� rlASP AS MANUF. BY HALLIDAY PRODUCTS MODEL No. A48R OR ENGINEER APPROVED EQUAL I . l •. SEE SPECIFICATiONS FOR M E T E R TYPE AND ACCESSORIES ,~- FLANG E D COUPLING ADAPT E R I i "IPE SIZE TO 1 ,1 E TER i I SIZE ADAPTER � ., ! i n-. f I 4" OIA. PR E CAST I CONG. MANHOLE w � <C I.Ll CJ w 15: z 2 ------- VAL\I E BOX COV'E1'l �SLOPE-..____ ALUMINUM VALVE BOX TOP r---- 6"' PVC SDR-35 PIP E I · I I -ill-'--lll--_s=:t' _, ,� l t.-11!----F='l------'--- 1 ✓- GATE VALVE I I D 1 1/2" AND LARGER \!\/ATER l\,�ETER & BOX SETT!f\JG l � " I 7'' \ ! I.I V 00 i1' z: I w t,�..,"'1 I- (,) z 1)1; rll 0 w :!.- r" 1 I I :e z ;,d. ,,, ., .i,: ti! (;c;;"S/l<:j z w Ii: F s � I:! r,a,._� I z '"1 C p>Hsi <l: 1,/;,;� z !- ' - D. \"""'"¾ z ,. r:" :lE !I.I ·, ,! � a: "'""" - ii.I Ot-V :z i I � 0 1,1. � I'l'i 0 w '1:'..- u ll I= I.I! t' "'""' (I) Ii � !I: '"i--,,j "" - p .,, l!: \,,..� 0 :i; ,,:· m &- " ? I I a: :ii :::i !I: C ' w IM � !i ,·.�-i. I i ' ":,, p;.. l ! s t� I s: - l,,, ,,,d � f ""· f ' t.cW� ' .! i 1 REV!SONS I ' BID SET © 2023 t\iJd,;,c.,h:rri Engir.c�r�. for SU'.: w,,s1 Bn-1;1tfa,i, Sir, 0 c1 P.O. Bo.\ 2'\'i ' l n..:iga�,tc,c. l.n.fomJ 475:i:S iOATE: l I 2023 Ii • DESIGK ! R.D.W, DRAWN K.J.G. tloC, CHEC� ' PROJECT �UMBER 2023063-00 1 0 I I ! ! 10 < a I 01' ' i - I Flt.£ NUMBER 43328 d Do Not Use Plan Previews for Take Off