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2017 -RECORD DRAWINGS • 'HELENA, PO Box 4817`• 2501 Belt View Drive Helena,MT 59604 406.449:8627 • Fax 406:449.8631 www,greatwesteng.com - urea es engineering November 27, 2017 kv. ,�NOV 2 Commissioner Leonard Wortman 4®/7 1 Jefferson County R PO Box H CORA ► ' [ Boulder, MT 59632 + ) • RE Sugar Beet Row Sewer Improvements Project Operation and Maintenance Materials and Record Drawings . .: Dear Commissioner Wellman: s . P Attached you will find the Record Drawings for the subject project. The operation and • maintenance manual for the sewer service grinder system for the Hatch Pressure Service is also attached You will also find the product submittals and CIPP testing reports The Sugar Beet Row sewer is a conventional gravitysewer consisting of approximately 1,800 feet of new and rehabilitated 8-inch collection main that serves the 15 residents of the development General operation and maintenance requirements for the system will consist primarily of regular (every 3-5:years)cleaning/jetting of the sewer mains and periodic television inspection (every 5= l 10 years). All but one of the residents of the development has a gravity sewer service: The new sewer grinder pump system for the Hatch residence(27 Sugar Beet Row) pumps wastewater through a 1.5-inch diameter HDPE pipe to a stainless-steel tapping saddle where the gravity sewer main crosses Sugar Beet Row. The pump system is set to cycle every 43 gallons. In the event of a power outage,the pump basin hascapacity to hold an additional 40 gallons: In the event of a pump failure,an alarm float will activate a light and audible alarm alerting the home-owner that the pump isnot working. The pump has a3-year warranty and should have a life of 10-15 years before needing re laced. p Sincerely, Great West Engineering,Inc. 4• i Steve Lipet 4'. �PE slipetzky@greatwestengcom BILLINGS T 406422-1295 ,6780Trade Center Ave.; Billings,MT 59101 ,. cc:• Laura Sattler-: .Rural Water 406.652:5000 . Fax'406:248,1363 ' Margarite Juarez Thomas - Montana Department of Environmental Quality BOISE , 3363 N.;Lakeharbor Ln Boise,ID 83703 Attachments:. Engineer's Certification 208.576:6646 Record:Drawings MISsoulA Individual Sewer Grinder Operation and Maintenance Manual - County only 112W.Front street Project Submittals -County only ' Missoula,MT 59802 406A93.0312 F:11-05154-JEFCo-OnCall\T0#72 Sugar Beet RowlProject\Construction ManagementlFinal Closeout\OM_transmittal.docx HELENA • PO Box 4817•2501 Belt View Drive , Helena; Mt 59604 :::::: : 406:449.8631 .. . " . G ........r s engineering STATEMENT OF COMPLETION � p o_. l Project Owner: Jefferson County, Montana Name of Project: . Sugar Beet Row Sewer Improvements Project ° MDEQ Approval # 16-1694 - ` I Steve Lipetzky, a Registered Professional Engineer in the State of Montanalicense � : p Y, g g : number 38458 PE, do hereby state that the above-project was completed in substantial accordance with the plans and specifications approved by the department and there are no deviations' _from the design standards of the applicable circulars:other_than those I a roved bythe.de department pursuant to ARM 17.38.101. I further state previously approved p P that the forthcoming record drawings for this project are a true and accurate " representation of the completed construction. • Steve Lipetzky 38458 PE e ,.• P.E.Number . . 2ek• /1-27- '7 (Signat //e) (Date) •° Great West Engineering, Inc. °POBox 4817.. Helena, MT 59604 BILLINGS' . 6780 Trade Center Ave .. Billing's;'MT 59101.: 406.652.5000' Fax 406248.1363• ` BOISE 3363 N.Lakeharbor Ln, Boise,ID 83703` • 208.576:6646 MISSOULA '.!Al2 W Front Streets. ;r =Missoula;MT 59802 406.493.03,12. ' , SHEET INDEX JEFFERSON COUI SHEET I-COVER CANADA SHEET 2-ABBREVIATIONS-LEGEND-NOTES•GENERAL AFPROFILE IIPURIIIIIIIIISUGAR EIET ROW SEWER SHESHE Iii - SHEi1 SHEET 7-DETAILS MI �l 1+Z - �� /-"�' SHEETB-DETAILS Mso _ �F,� ..„c_....----- �f—; � ={o IMPROVEMENTS O,r�1 _,H.... l f..` tt %. �B9O°T _ CONSTRUCTION PLANS RECORD DRAWINGS WYOMING PROJECT LO CATION SECTION 03,TOWNSHIP 01 N,AND RANGE 04 W w> tr PLANS PREPARED FOR: : , w SUGAR BEET ROW COMMUNITY'. L 1 ^ 4 . JEFFERSON COUNTYF - _ r r of �a $rr , 1 APPROVED BY: � SUGAR BEET ROW S±e; m op...... z ..Y.�,' ami --_-- -•-- ,D �lT/ \4i Q 4 �k . k tz COLLETTE T.ANDERSON,P.E. `c... `� t � i GREAT WEST ENGINEERING �ip\23762PE/4,� =Zr4 >. �c tj J 5 x. ° t% �i. d„JEFFERSON OUNTY, 11 # 13, WHITEHALL,MT ,, QA/QC BY: ` 1 U s `^ rl�,r. 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"TT..RT R"E,PT '...--,-,6,--E-,.. ...E1 L,B,JEMCBGrYFI,A.O - - FN0 R'CIPP{ - -- SEE SHEET 51 ,� ` y • �. C `I • CONCRETE MANHOLE SRR MHOS • \ V SRR MHR1 - 'Y' •START 8-dPP - '•_ - , SEE NOTE _ NT_Y - _ • r.: RIM EL=4353 25 _ � F^ -. 1‘'tI • 7-'-• . CONCRETE MANHOLE. SPR MH47' I _ • v 1 CONCRETE MANHOLE T 15-PRESSURE SEWER SERVICE `QFY"8'IpA'6 M ''^'- , LE.(N,IN)=4749 141 SEE NOTE - t - aro - �`� �" SEE NOTE 'CONCRETE MANHOLE • .. .IN)-434882^- _ '( ,• _� RIM EL=4}51651 _ SEE*SHEET 6 h 7 !:j RIM EL=4353.55 I.E.(E,OUT)=4348.82, ..0 ' ' / E '_f ` LE (W,IN)=4349.97 - fRIM NOTE o - -a I.E.(SWRIM ,... ,;[_ _ LE(NE,OUT}�4349.97; RIM ;,i f'Y ✓ ( 13L .. - - •_ +I.EsuoAR.BEET R0P90 ,.r • • k•'.' J NEW e'PVC SEWER r r.< ` .f - 'c. d MAW 9/W SBR NH/1��n� `pp1 {, i � ).+ ,r�t,, { 1 I_ I rt 1 t� I'-= �-'� y i'°+,,--;'; ,. / _ :--'1-:-.-- ---r-:-----=' _. _. 1.....a.. N' J^. C;Y t" >1- -^ "1 / � IX6TING SEWER MN @ SBR YH 2 .(• ' ".^ .. "� �( 1 PLUGGED i' J �_ ?_ .�—•C • -.t .J1 moi✓ I d T —_ T. ). l -t / TO BE CUT. %-::'-- . ---2---„7„--, t • 0. 1 --.-7,...,r..—...1.' t —39 9 / y/ �1 ! �.i&.ABANDONED T r� n1 ec e — ..„, . j':)--, ,.s.L/.� IF...• 7+001—ss_ L..I ! I - / ..5 1 t h "t.:. it ( r OrFf'g./1-'c j. 0 �' ?` &t 4+o0'E=i ss_.P- +00-ss -..0-. bt- __ — { --..- i '- - _ S p:� 3 i y '— j-q znL� _t I h € aSEE DIME y1: 1 ,..o0,...---,:.,--6,,-----x, A.„ /'y�a�„r ..k,-/ a•�v, 1 .•F�' -r I '_ -I 1 •'�1�, r / ,,,-_-..,..,4,._4 w,e. f ,rt`am ---C - - i�...�' 1" a`_ SRR • MH@4(� -"] .1•,`.t _ .. ��` C `.. j't(/` .y}1 L• ✓.j , t..G ~4-• ,• 1 5'- - I CONCRETE MANHOLE ., • :-.sa :px�-_(,-•,-) x S t .. _- _ •E SERVICE CO t„,• ;•••,•;•.r,i •`' '•"' +'a '1 ` SEE NOTE' 4.4+. C`� 1 2 -•NEW WYE - 1 L,• y "g': V - lAPPROX 80 LF NtEB •-•'" I RIM EL�4351.83=4348 33 _ t 1 ( d IX _T_•Y.___�. 1' i, ,, -.i_L -:. -18.PVC SEWER MART 1 II EI-'•IUn=43 8.33 `i.. l� _ .. - ?'4,. _ 'Q ! L.- ':t 1 A'a^'i fIXISTING 8'VCP TO 1 � .,1 f 1 .. _� LINED WIT t � tt �'V ;r B CIPP I ; "7�1`�'Ainikai. .5' ;._. .=F VICES ._,<.�.-..,.ewe_ '. • r _ rt. r.ti.`•,).+r,-. Y - t3 {f' sf I 1 A SEE 5. - ., 7 '_ ,K" '. --• , • .P` O .•..) ( �I ' Z + -+- Ls =-}_ _ .. '/OL Dams NABS WERE R W1 NEW 48 0 PRECAST i J Y _t ;� r 4 I 'X4diETE MANE[OtE AND[$1s O'As7FAD OS BEQ.T.RF/NBL7TATE0 k - ( ` Q 11 PLAN VIEW OF SUGAR BEET ROW CIPP REHABILITATION Service Locatio 0 50 100 SCALE ID LOCATION 1 58R MN/1 0. CCC CI ICCT C CIPP EXISTING 8'0x101' 2 SBR UN/i 'I SANITARY SEWER 0 0.32% g SBR 801/1 N i 4365 4 1+40 ? 4365 „ - - 5 SBR MH{2 a '1_1§ 6 2+85 I 3w2o ' 4360 a ,i:E,arc '3 7 3+70 4360 owe�z o _an r +.m � CUT.PLUG&ABANDON 8 4+45 ;CNK *_ 6:1,.., bn ,)n' • li +A W EXISTING SEWER MAIN • thr� 7.n ■® "tea° ' . ..... .Tii �� 0 MANHOLE 9 s+zs go- ..-, ■ 0-6-d ■,■■�■�� ■■ W 111111L 4355 10 SBR MH83 ` 4355 ai _ N _--- I d� 11 6+48 o 11. NEW 8'0X769' ',oaz - ---- ,- i�Grc12 7+28 CPP EXISTING 8"0x377' NEXT8'0X80'e ``PVC SEWER MAIN O 0.10X 'ISANITARY SEWER 0 0.267. =��_SACIPP NITARY ISTEWERING 80 X01% i�,® r 4350 13 8+20 4350t ®__. . _ ll 1 ® 14 SBR MH84 ®®■�� 15 NEW SERVICE SEE 6Hi 3 �■■ 4345 s 4345111'''':: »N _ 3' o nIN rlorINm I. CONTRACTOR SHALLFlELDVER6Y TMEL0n n n •i 0 a OF SERVICES FOR RESIDENCES 2&3°-- o z- nS OERVICECONN CTIONS0 T E0 EXISUNG4340 � 2. • '' 0 4340 MAN AS NEEDED. c�" - - . - e vqE W 0 . 0 0 . 1 2. SERVICE LOCATIONS ARE APPROXIMATE AN P. - n �" n n n w- '_' - BE VERIFIED BY THE CONTRACTOR IN THE Q.{-QQ •- 1+00 . 2+00 w n 3+00 4+00 n 5+00 ~ 6+00 7+00 8+00 x#.00 ., 10+50 3. VIDEO INSPECTION OF THE EXISTING SEWE PROFILE VIEW OF EXISTING SEWER STA.O+OO TO STA. 'IO+SO Ld - SHALL BE PERFORMED PRIOR TO CIPP TO SERVICE LOCATIONS. O HORIZONTAL SCALE 1'= 100' a4. EXISTING MANHOLES SHALL BE REHABIUTA VERTICAL SCALE 1" 10' RECONSTRUCTED BENCHES AND TROUGHS i WELL.AS WALL DEFECT REPAIRS PER SEC 02285&02954 RECORD DRAWIN 2 NEW 480 SBR •MH85• ^' +I 1 1.5.0 PRESSURE ti.. `4 •t Y gr , 1 CEW 48.0 • \1 l 1.:'SEWER SERVICE t- • • • Y"-1,4 • A _ a i .....,.-,r.......,,. + \11 1 I\(, a:CONNECTION I / .� __.. ,IYANHOLE NEW VIYE-FRYING • 4 '1 WH MHk4; -� R@1 EL-4351.65' — r NEW 48.0 CONCRETE MANHOLE - ._ • uoa � • LE(SW,IN)-4348.021 \t1.)aj\1 I . - L , a J+ 1 ',• RIM EL=4351.64' �i. a I.L(S,W)=4345.251 -- LE.(E,OUT)-4348.02' ,\ .,1 4 I.E.(W,IN)-4344.90 1 t. • r- . _ `� t\ s1_',- r'•"i { I.E.(E.OUT) 4344.88. L . 1. �>/ A ! • 'NEW 48-0 CONCRETE MANHOLE `_-- ` ♦i\ -RIM EL=4351.39 INN 0 CONCRETE MANHOLE 'I.E.(SW,IN) 434698 , "RIM EL=4351.63 )) • �•�� - ', 1 3 b y,. `I E (N,OUT) 4346 95 1I.E.(S,IN)-4346.52 SBR MHke - ' ', .DLSCONNECT EXISTING MAW ' �� R , A� SayLE(N,OUT)-4346.52 I 1 1 NEW 48.0 CONCRETE MANHOLE ;:::;,.,,1,-12'..1 I'I.E(E,OUT)'FROM SBR OUP, w I I /211.05,t.1 /\ i - a.,.,,}-----,..i,-1, "-"'- , 1RIM EL.=4351.94 1 .' ; ICUT,PLUG AND AHANDOtq = •1 ,, $ II G p _ 11 E.(S.IN)=4346.25 14 /.¢ • /\ �. . NI.E.(N.OUT)=4346.25 t' . I 11 1 �4 r 1 { } i _� _ NSANi7EW ARY�sEW6t .r t t. A� �\ ''Y5'^ ( • ) 1=- • ti .1/ �') •1.5'1 WE00 sERBNCE E/ '+La ,7 -.� '�I., ' y ,Z1( ♦ e 46.4-4,,,.„0/7 �Y►4„0/7 , � f . . rs f I F, • q '. -t P. Y,`�I HEFT 6 v� /� J f1 t— „ 1�1rtr�e f r f mI SEES r8 Ali •° _ gp ,•r � � �` �, . 0RAr �R'A� )4 r A .A / � , / ,. 1&" `I A aNP x • ._..✓_.ty s-s-t -. , vQ _ ; _1 1 • i' '� g; ..,4. r „,g,,-.7..----=, �T� ty: p ) fry s. rt1 lit 1 ! 1 1) {� I I d- k1 P- g }W NMENT SHIFTED Ts. .0•4.••:•7- ; s x\ ___ (rl t j 8 , '..“-4,' �'7, . , • i .2. wEsr APPRox 10 c'EET� d 1 t til EwSnNG SHED (! �8$,}, ` ''• 1 r�ys,l N..4,} G �: I / 'q.aYg V.-1, tir (, • �� 1GUY WIRE; &@,�4 ! :11.••••••ff -” 1SEE OT_ .' �,?, ° .d 14�'4'j S" �T b r3` '-`121,1', ••:_-•••11,;:,) !- 4.-7---- f �' , ',...1:t::., � '! ,4? PLAN VIEW OF PROPOSED SEWER-STA.0+00 TO 9+33 0 50 100 SCALE IN FEET 4370 - _ - - 4370 - _ I I - INSULNTICN BOARD _, - - _ g -SEE DETAIL 4/SHEET 8 - , III - J w - 4365 4365 0 _ o s u • _ I I E a 4360 ' 4360 '' " 3I . " - INSUlAT10N BOARD a n - n z PI - � • .. ..- .. •T o'•,7 FSa SEE DETAIL 4/SHEEP 8 I Supn I em< +II. - _ �U J o . 5a.oW. - - 1. - menu . iav+i w.. . _- I - _ - w 4355 1 4355 Y"11"ii,¢-- - 1 �. s,iva1g'— ..,,•,,' .. ... • i.w�� i n4350 4350 ....... H M NDIV-6.0x366 PVC SANITARY SEWER 0 0.30:6 - -- (NC SANRARY II- -_- - :EWER 0 0.308 FII __.. - . - - .4I. _ _ NEV 8-0%337',PVC SANITARY SEWER..0 0 309. ... .. - _ - NEW 8.0X147'PVC - _ :..:.:... -.... I,i . .. _ - _: SANITARY SEWEP 0-0.30% - .. ._ _... _. .. 4345 4345 . 12' NMN. 0 0.0. a a .. .. h .. _ o n - SEWER SENNECTIORVICE ' u - a -. - 4340 g 4340 5�= WYE-CON z s n 5 1 n n - aW0 _ vi ?o - _.., n0 _ _ - - ._ -.�%-3 NOTES: 4335 ... ,,,1'1,1. _ ._ -qui - --_ _-- -• _ 4335 T. CANTRAcroR SHALL COOROI T R ASD TH - -- - WHffEHALL NEC.DEPARTMENT REGARDING 0 e a : .. S a Ti OF EXISTING SHEDS. P. -O+SO 0+00 1+00 2+00 3+00 n 4+00 5+00 n 6+00 7+00 8+00 9+00 10+00 z. CONTRACTOR SHALL TEMPORARILY REMOV /5 NECESSARY FOR SEWER MAIN INSTALL PROFILE VIEW OF PROPOSED SEWER-STA.-0+50 TO STA. 0+00 REPLACE FENCE TO ORIGINAL CONDITIONS 3. WHERE NEW SEWER MAIN HAS LESS THN HORIZONTAL Sq.F:1' 100' OF COVER:PROVIDE INSULATION BOARD/ o VERTICAL SCALE: 1•= 10' IN DETAIL 4 ON SHEET B. u I RECORD DRAWIN • • EXISTING GRAVITY SEWER SERVICE FOUND TO HAVE ADEQUATE SLOPE SO GRINDER WAS ELIMINATED WITH A CHANGE ORDER �.. •:I.'',w.1" . r ✓.t� � �i. �,p .� -)'. �_,..� -✓ _ _�..,--? .REHABMATEBE%RRNG •! 1p ''$r >•`' ,v�';'E t u, '4,x1. ..-r-^+ 3'%a'COACRETE-MANHOLE r . '. ,,y e i-e-% <`:; �. i ( t ..-v-••- _.... RW EL 4351.65 D r rrrr _ '� 4tt �,, ,3.� .&Er .. T � � Jr-. .. LE.(s/ 1�=iae.o2�y..aa� _ Q{PPPROX 360 LF NEW 1.5"HDPE '4E'(NE.O151-4348.02;r,� L _ yp ..f.IC7APPROX.100 LF NEW 15HDPE' y' - \ `LOWPRESSURE SEWER SERVICE ✓q1 __,, M • (6MINIMUM COVER) t r 6 /ppp�UU�;�E�EE '.A.3y,y,a. 3 ((K MWIMUM COVII2) itOMBINARON CURB STOP CHECK V� E ; e /4. & &SERVICE LATERAL CURB '• �:{ j IPER DETAIL 3 SHEET I �'?�' PER DETAIL 3 SHEET 7 - w 1' �'� „( - - „'• '1 sEE TEY ///- 2 /:7_,.... . ... ;A':aSEE NOTES � o. . . ; .24 tit fej •e..I tR._' - 1 >: ,y#,I,� �I .I� •�� 5 \N'._.::, 9 •--C"c„.„....• C.Ii.(t /•i 4 /4.../ l� (1 '� �.. �.t T00+00 °�'�' E .�k. I l+' %�5�.-:.T x -..- ..,_- Q-,-......4...._„„._.'' l .- `vim`.t t� '1*jy ,' - *sl Pe51oHi _ 2 � Ot 00 202+00 2 +00 ?-r•'1 &g' N r —=t ". 4 tf m—..�-._74_.-1/-,2, s-- . I �'� \�1 \ ' Ili a i�•., r o — — .— °� 4 CONNECTTO EXISTING A \ \ \ra; 1 '� '•:E�F -ifs+ Sv 9 _ rQ SEWER SERVICE WITH J i • V.-�'—I \,,, r - .. l `u NEW GRINDER• fi 4 _ - 1 / c I SEE 7CONNECTEW '`.. f CONNECT TO EXISTING .� A`.t� ! 4.,__'\ F. INCHEPPVC SEWER •.--______ TO f0(ISTING } '/ I SEWER.MAIN W/WYE .., \ d \•:• \ _ •.al NEW EGRINSERVICE PUMPH '� 3 .7s I .qp 1 W/WYE FRTINGI - \ i{.A 1-\ _�f, • • 0,1 `;ISEE SHEET 7 =sa`� \,� \,7 �y �. - l d., � > .•. ,. .,,.- { 4 F 4J - \_,...__ _.-24t)S '.1\ \ i� Ar:-.43- 4�y � . PLAN VIEW OF WELNA PRESSURE SERVICE—STA. 100+00 TO 101+60 PLAN VIEW OF HATCH PRESSURE SERVICE—STA.200+00 TO 204+10 i11 0 25 50 0 50 100 SCALE IN FEET t," SCALE IN FEET 0 I NOTES: 1. CONTRACTOR SHALL COORDINATE ANY SEWER SERVICE INTERRUPTIONS g WRH THE HOMEOWNER AT LEAST 48 HOURS PRIOR TO PERFORMING ANY WORK ., 2. CONTRACTOR SHALL VERIFY LOCATION AND MATERIAL OF EXISTING SERVICE UNE 3. LOCATION OF GRINDER PUMP SYSTEM h COMBINATION CURB IISTOP/CHECK VALVE SHALL BE FIELD SET BY THE ENGINEER. 4. PRESSURE SERVICE ONES SHALL BE INSTALLED AT 6 FOOT MINIMUM COVER. WHERE COVER CAN NOT BE MAINTAINED AT CONNECTION TO EXISTING MANHOLES,INSULATION BOARD SHALL BE PROVIDED 5. PRESSURE SERVICE LINES MAY BE INSTALLED WITH HORIZONTAL DIRECTIONAL DRRLNG EQUIPMENT. 0 0 it i RECORD DRAWIN • GRADE MUST SLOPE GRADE GRADE GASKETED LE),HDPE AWAY FROM STATION /`I ��'-' '�/ r STRAIN RELIEF CORD 1 i1V�!/ �4 CONNECTOR .- 5 / �01't/O�� i=• . - ',` J �IJ=i` PROTECTIVE CABLE SHROUD II - -. (HOPE) • 6.,CC;`�r1 �ELECTRICAL QUICK DISCONNECT - y POWER ALARM CABLE I NEMA 6P NEED) _` / J M -`.1 12-6 W/GND. _: 46' COVER I / E/ONE EQUALIZER OVER II, DISCH 55" I INVERT• ) QUICK DISCONNECT ASSY. 1 D DEPTH J 2,1I TERWELL VENT (304 S.S.) -.' ., INLET,GROMMET TO .CI SS.CAST BALL VALVE 111) .12� / ACCEPT 4.50'0.D. � 1-1/4'%1-1/2"REDUCER ryI_ � PVC PIPE(STANDARD). Cr----- .> r 91.5- 70 CONNECT TO 1-1/2"HDPE DUST COVER SUPPLIED FOR SHIPMENT(NOT I.1•;j 11I:,�I FORPSHI FOR BURIN) DISCHARGE 1-1/4 FEMALE PIPE ii, Il �Y THREAD r.• INLET:EPDM GROMMET 1 D1/U�4'FPE ,,' /� I FOR 4'DVN PIPE _ (STANDARD) f 1-1/4'DISCHARGE LINE VAk iF ASM,L (304 S.S.) ,■, e) 41.6 IN , TO DISCHARGE CHECK VALVE • II■' 11ON ' }r 36.0 IN' (NORYL) C a • 111I 26 IN TO INLET c d C *.i OFF I Ia"MIN. , r) ANTI-SIPHON VALVE / M 18 IN 47 GAL MI , � (NORYL) ` t 14 IN 32 GAL "‘."' ".V 0 .- • 1 JI 44116,----____ HOPE TAMBALLAST SECTION 0 29.5 DUAL WALL,CORRUGATED 29.5 DIA IN (AROUND PERIMETER) 70 GALLON CAPACITY SEMI-PO8 EACH SITIVE DR BBYA1HP o 22 GRINDER PUMP HOUSING 7 NOT TO SCALE 1. SEE SPEC.SECTION 02536 FOR MORE INFORMATION. '9I 2. INSTALL PER MANUFACTURER'S RECOMMENDATION. 3. CONNECT TO EXISTING SINGLE PHASE POWER. COORDINATE PANEL INSTALLATION WITH THE HOME-OWNER. i 4. ALL POWER CABLES AND CONDUITS SHALL BE INSTALLED PER LOCAL CODES 0145 NEC PACK JOINT COUPLINER A W/SDFFENER(TO PUMP) 0 N O) PACKAGED GRINDER PUMP DETAIL --— -- — ,c! 7 NOT TO SCALE I c CURB BO%(TAP.) PACK JOINT COUPUNER W/STIFFENER) PACK JOINT COUPLINER W/STIFFENER(TO FORCE MAIN) DETAILS THIS PAGE INDICATE MI E-ONE INDMWAL SERVICE GRINDER. THE INSTALLED INDIVIDUAL SERVICE GRINDER WAS AN OMNIVORE BY LIBERTY o -_ E PUMPS. n 1�HDPE •�(:11.- jTQPP1 1. L 11.Fv� SEE OPERATION AND MAINTENANCE MANUAL FOR DETAILS Uo` STAINLESS STEEL COMBINATION CHECK VALVE/CURB STOP ASSEMBLY n 0GRINDER PUMP SERVICE LATERAL NOT TO SCALE RECORD DRAWING EXISTING AGGREGATE MATCH EXISTING 1.MINUS SURFACE COURSE& CRUSHED AGGREGATE SURFACE BASE 70 REMAIN COURSE(2'MIN.DEPTH) EXISTING ASPHALT PAY LIMBS SURFACE COURSE& MATCH EXISTING BITUMINOUS SURFACE BASE TO REMAIN COURSE PAVEMENT(3'MIN.DEPTH) 8' 8 PAY UMITS 5. IOW 5• 7' 7' _ 5 S. LWIWI _- iff • .. YT\..,.s' • .,...' ...'' i7 , • �1i7,/ /P8.,0_ogS �' 8P8g8a8••g t i/ e.,2•CYXAT ��<F, •KSS<.:\:\G,� o m‹�h:sY,Sh,\<\,„h.\A \Y:� , 4 :m 12-MINIMUM CUT `. 12'MINIMUM TO BACK ON ASPHALT / ' UNDISTURBED AGGREGATE . ! MATCH EXISTING 1 1/2'MINUS 4,.,:_ :• - BASE COURSE SURFACE COURSE `l. \ (BOTH 5106) - 12'MINIMUM TO CRUSHED AGGREGATE BASE :: • UNDISTURBED AGGREGATE COURSE(6'MIN.DEPTH) MATCH EXISTING 1'MINUS BASE COURSE 5 / CRUSHED AGGREGATE BASE -1� VARI.: COURSE(9'IAN.DEPTH) - _ DETECTABLE WARNING TAPE ti VARUBLE�...,.:'••^1 - .. DETECTABLE WARNING TAPE "_ v ' ,.4.......:,.......,,,• „ TYPE 1 PIPE BEDDING . 4�.. og.P. \per o:o'.,o q e..`±.'o°`j ,�...�,Qf�V,� ,7� TYPE 1 PIPE BEDDING 1.:•;;C`�s` `CC`C&"(:(`JG.'.:(A C)8 2 TYPE"B"SURFACE RESTORATION NOT TO SCALE 0U1 TYPE"A"SURFACE RESTORATION NOT TO SCALE SEED DISTURBED AREAS BEYOND GROUND SURFACE i PAY LIMIT AS REQUIRED PAY UMIT \/\\/' '\''\�v v,��`/�.rW0e`,�i/ i`\ -i.Y. 8' e' /, 31 RESEED ,y m um—i EXISTING TOPSOIL i :: I E ,1 p41 2.FEB BOARD TIP.,TOTAL 6- 7.7i 14 o DETECTABLE WARNING TAPE I 8'RW PIPE INSULATION THICKNESS AT TOP L - �2'PER BOARD TYP., ''"" y I _ TOTAL THICKNESS 4' yj �° o, o u m '''..','1,:.1.;.°...7:.:";:.\J r °oea` •.,,f••'.;.•:-,•;4•e; TYPE 1 PIPE BEDDING NOTES; o i, 1 • I. PROVIDE INSULATION BOARDS OF SP FORMULAR 250 EXTRUDED POLYSTYRENE FOAM INSULATION,OR«�� ���\'� ��`� APPROVED EQUIVALENT. 2. STAGGER LAYERS SO THAT EACH JOINT OF INSULATION BOARD IS COUNTERED BY AT LEAST 7 FT.OF o JOINT FREE BOARD EITHER ABOVE OR BELOW(IN FRONT OR BEHIND)THE JOINT IN EACH DIRECTION. TYPE"C"SURFACE RESTORATION 3. TAPE SEAL 8 FOOT EDGE OF TOP INSULATION BOARD TO EDGE OF BUILDING. e NOT TO SCALE 4 INSULATION BOARD v O B NOT TO SCALE lil I RECORD DRAWIN' SHEET INDEX CANADA JEFFERSON COUNTY SHEET 1-COVER SHEET 2-ABBREVIATIONS-LEGEND-NOTES-GENERAL SH1EFPROFILE 3-SITE PLAN ° SUGAR BEET ROW SEWER SH4-CSH ©./t'. li Q7 � N'pN POM ` SHEET 7-DETAILS - "Gnat Falk SHEET B-DETAILS _A ' 4 IMPROVEMENTS t 7 CONSTRUCTION PLANS 4mg^^' 0 1--^l>' # `--T�l Cry t g , lillialit° ,_. 414 WYOMING RECORD DRAWINGS PROJECT LOCATION SECTION 03,TOWNSHIP 01 N,AND RANGE 04 W PLANS PREPARED FOR: q SUGAR BEET ROW COMMUNITY iti 4 L b \ JEFFERSON COUNTY ... - ,,,'"-,,,, t ,;), 7 1 , 3 v.gFJit " �+2 $I,5.144' ..ti �' * fff ? ✓_' N , APPROVED BY: 01 u SUGAR BEET ROW /^II " '' h "'pNTAN o —.. ----___---- AV O COLLETTE T.ANDERSON,P.E. `. cc GREAT WEST ENGINEERING Cyo\ 23762PE /l.,= �.,�� 2 0 SUGAR BEET ROW ° t°,N,",; � JEFFERSON COUNTY, WHITEHALL,MT QA/QC BY: , MATTHEW MUDD,P.E. L „_,DN N 4 % GREAT WEST ENGINEERING ry6�096PE,//W= ' , N.`�” oi PLANS PREPARED BY: R © RURAL DEVELOPMENT t. NT y" ,,, N DNRC r STEVE LIPETZKY,P.E. 9i" r, — NOT TO SCALE NO. REVISION DESCRIPTION 38456 / '• e ',n\Nj/R' /. A 1 9S Euro u %%%,gip IJA GreatWest o engineering, 0 :O.' 2501 BELT VIEW DRIVE I HELENA,MT 596017 A (406)49-6621 F-\1-05154-JEFCo-O,CoII\T0#72 Sugor&et Row\C400 1-05154-T072\Sheets\t-05154-TO 72-WW-02-Generol,dwg -.-.c-4,-., "'" T'" ;i$$m fgFo•°° ifo�i '''-'' ,-E.,i,i;< 'uSiui,g,ri eGon$ Fn r'm cg AE Ps i`,p2'Tely,Pi$�o8E` ''2R�n�ii, mmmo;mmmm ra>tiv'vz,4,00nmm �'o ,� � $A X x� �x�� ��o< r���bA- r r�g ' iz z�zsze PIP �o��>z 8 g�x�i'�n�i�mo�� �ii�ioggg��po��� � ���'�'1�"i�'cr5.i1 t5��������g }�$ Agn��x?1 =Qg7,�Z�i�� ac�io o�a��y^oo nay g K p LIII A 11-!li Yb m o> 1 1,1111,1 �- 0 d �'1 r Ky AzO;11,1PHpI U rDil l mm '7'�5">i!rili o po >> < O [ KmTAm o n o D r Om C o m" T �� � r S> >_ Z yO4c n-jz m ��gi° q R'' i "mgpl� R E ' g g Ag m Agg 0m> g A A _ ,- z 6 5 �� g ng r.r. 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N s ; ; s L � ; gm c iI t•'i D m E ,,p Ao 1 = gym m ; 8 ' AAAA S Z 2 L = 251 - - I R'* F" --___. _ [EXISTING 15"SEWER MAIN TOWN OF WHITEHALL L _Jr. Y''+ < - (/ - CONNECT TO TOWN OF _ -- - WHITEHALL'S EXISTING ,\ ' - + =HOLE _ 'A c.- a.� AN A 6M t :_ :\!� .< i'111' ,,A i • ' ,`4,• �' i_-1 N • li; - kt NEW B.DIA.SDR 75 PVC �~R ` < SEWER MAIN /�F �. 6—��_ �- ... SEE SHEET 5 _ ami' \\___ �,ri't' - . \ 'NT _ NEW GRINDER L PG, C'.PP REHABILITATION + SEE DETA.L �� &MANHOLE RESTORATION ' - - r SEE SHEET 4 ..-.,- ' rtiC. �_ �. A , a o m { ut --nix --. —__._arm — -.»+O_"_ / - 3 nntr—..—.- SUGAR BEET ROW -. J _ _ � i s ---_.___-_ o � r/ --- _ n '' Iii'' ^ •, - "0%.... mn A. s Lil • sat "Nl . ' }.., _ -y n ..«\> wsrnu NEw 1 s m _ �-. �- HDPE PRESSURE ii 6 mL .u..: B / s= -y.- = :i Irl•" ®. _-.-.! SEWES SHEET 6CE •• --IIT H / S 4 �.-.._'— —c'-- -T� ,< tl j PLUG&ABANDON \'SEE,'" j-. -- _— - .• •gXiT EXISTING SEWER MAIN - _�_- _,-_Pg II x / / 4 ANDMANHOLESPER — - - {a a 1 • - ,. W [] 'RESS EWER` _ ._._« `T_ m- i • CE. . NEW 'RINDE• MP ' —- E SH ' 6 SEE 0 Q = �� - ctl v : .. PLAN VIEW OF SUGAR BEET ROW SEWER IMPROVEMENTS 0 75 150 RECORD DRAWIN i SCN_E IN FEET � � I SEE NOTE - / �.�f. F, ,�.. 4 lb V. SEE NOTE :, . SEE NOTE NEW 8"PVC SANITARYSEEHEETE5 /\ _/../ I 16 '1F..RT B' SEE NOTE CONCRETE MANHOLE FND R"CIPP /\ -s. \/ a- „ SRR MART START 8•CIPP SEE NOTE SBR-MNM� �!t"�, '' I " •••111814•08/1108`E-B116•14110••CONCTLERIM EL=4353.25 "••"•yr 1,.`"MA'E'••,C �( CONCRETE MANHOLE _6XIS...,. I.E.(N,IN)=4349.14 J h CONCRETE SEEMAANHOLE_-E x` ▪ "r "15"PRESSURE SEWER SERVICE ';" SEE NOTEa+c- '• �' SEE SHEET 6&7 RIM EL.-4353.55 I.E.(W.IN)=43x8.82 .___ _ _ __ -- CONCRETE MANHOLE - eHc � RIM EL.=4}51 65 `Y SEE NOTE LE (E,OUT)=4348.82_ ------ ww --- - I.E. SW,IN=4348.02 - +IR \ I.E.(W,IN)=4349.97 —' .-• _. ( ) - --,7 ss �" -�'ys i _ r RIM(SW,IN)3.D7 ss — I.E.(NE,OUT)=4349-97 a„r,-'•'t - .y i.E. IN)=4349.81 �� i �� I.E.(NE,OUT)=4348.02- / / —�— -- 5., I.E. N,1N)=4350.01 ., I.E.(E.OUT)4434802 - _ j / z..' --`` _ �• 4 I.E.(E.OUT) 434980 SUGAR BEET RO 1t .., I �• C ---_ --- \ lit. NEW a PVC SEWER.. y -r ' _ i,.cIP111113 y o. 4_.74.-•”----- --�_8 ,/--`.'S'' ,1\ iii lit 1111- MAIN B/W saR MH/1 + ,, Ir I. • '. . '/ / .•� j�� t::. -. _¢ �'/- / EXISTING SEWER MAN \ \ &SMHP M�2 O ll" �L.w iia - �. ---&-1-1-.- ®�I LPL 00,/ n/-// / _ &ABTO ANDONED CUT,PLUGGED .\ • • ♦ 7400 I O `.� O -i--q, '.3+00 �v +00 T- __ .- rj. ,-8+00�>r- % r '#`. -• - ,` / / 'itp0 0 A ,'�-=r =�'c'' -, -,Y ----fir"- -Iti---6+00 _ _ _ - _ 1 _ �• \�\ s/ y- �r ` QTS- __W - yq �! �t':lv`/ yam: ----T .-.. �. � a• j - - x . / .--- ....".....10°.‹,....... r' , -><r SEE NOTE r te",,,,„,./b, v y,. _ .�F --: _ . y _ __"'t _ -- r SBR MH#4r Q y _ I ' S s "'- �. �1 CONCRETE MANHOLE y I /'1 •S. "SY. Oxy O • _ SERVICE CO.. • •' , SEE NOTE 1'*' 14. NEW WYE- •• .•" APPROX`0 lF NEW RNA EL=4351 83 ' E% 'ER MA B"PVC .W'ER MAIN _ I.E.(W.IN)=4348.33 -"•`� f•. _ I.E.(NE.OLfT)=4348.33 , -,/ w EXISTING e"VCP TO IjBE LINED WITH CIPP r '.Lr Q 1 5"P 'VICE SEE _„ __- J&R _ - 0 - �+ _ p♦_+. All EXISTING MANHOLES WERE REPLACED WITH NEW 48'0 PRECAST �.-R' CONCRETE MANHOLE AND LIDS INSTEAD OF BEING REHABILITATED S1L _ Mk., _ , •c PLAN VIEW OF SUGAR BEET ROW CIPP REHABILITATION Service Locatloi 0 50 100 SCALE- ID LOCATION 1 SBR MH#1 CEE EI CET C CIPP EXISTING 8"0+101• 2 SBR MH 01 SANITARY SEWER 0 0.32% 8 SBR MH/1 3 _ - 4365 4365 ' 21 4 1+40 5 SBR MHri2 i c mon w _�w w 6 2+85 " 4360 �oS z o LB - n ' e 4360 7 3+70 ilrv'n 3 Eon CUT,PLUG&ABANDON 8 4+45 I U -� 412;:i �:- ri"1 a 3r0 EXISTING SEWER MAN i e �H a ES O1 p :1,4 1% s ,n'd N moo~ O MANHOLE 9 5+25 L�W � '��" W' oNs 4355 10 SBRMH#3 4355 ' 1Gz mak '^ i Fi ia� Fi Ti 8+48 V� U _-;- - 1_:;-6, . --'��� NEW 8.0%,69• - -_ .__21O____ 12 7+28 a PVC SEWER MAIN O 0.10% CIPP EXISTWE 8"0X377• t 8'.X80• CIPP EXISTING 8•Cx2BB= -SANITARY 7_:::: - -- ib SBR NYi#4 LUf 15 NEW SERVICE SEE SHE 1 V 4345 s 4345 :y' NOTES: 0 0 1. CONTRACTOR SHALL FIELD VERIFY THE LOC a 3 7.3H I u m m i t OF SERVICES FOR RESIDENCES 2&3 AS 2♦• i 5-- h 3 3"I INDICATED ON THIS SHEET.AND PROVIDE I i Y 5-z 'z 1-4 I I II 4340 SERVICE CONNECTIONS TO THE EXISTING S 4340 N v 9 I.i`4-' 5 m n m .. j 3;j MAN AS NEEDED. '^ fo 5 n . a + „ ".{ n5 41 • �! a .../ 'S`S 2. SERVICE LOCATIONS ARE APPROXIMATE AN[ 44 w L • 1-r.i . ,3,y_,2,4___ BE VERIFIED BY THE CONTRACTOR IN THE 0+00 1+00 2+00 3+00 n 4+00 5+00 6+00 7100 8+00 �kpO TO s.00 10+50 3. VIDEO INSPECTION OF THE EXISTING SEWS PROFILE VIEW OF EXISTING SEWER-STA.0+00 TO STA. 10+50 SHALL BE PERFORMED PRIOR TO CIPP TO SERVICE LOCATIONS. o HORIZONTAL SCALE. 1"= 100• EXISTING MANHOLES VERTICAL SCALE 1"= 10' 4 RECONSTRUCTED BENCHES AND TROUGHS l Livi WELL AS WALL DEFECT REPAIRS PER SECT 02285&02954 ill RECORD DRAWIN NEW 48`0 SRR MH/S aT 1.5'0 PRESSURE xx CONCRETE I' SEWER SERVICE ECTION 1 MANHOLE d'P 1'08/18'4E'C'AANI'^!f t �i\•\ + CNEW ONNWYE-FITTING 1 WH MH.4 RIM EL 4351.65 I.E.(SW,IN)-4348.02 \ I I 1 NEW 48`0 CONCRETE MANHOLE Noun 4\i- RIM EL=4351.84 I.E (NE,OUT)=4348.02 \ ! '� S I.E.(S,IN)=4345.25 • UT) I.E.(E,O -4348.02 I \ I.E., (W,IN)-4344.90 I.E. (E,OUT)=4344.88 -. ; 1. 1 SER MH06 q,.♦ NEW 48"0 CONCRETE MANHOLE i + • \ L��,�, -RIM EL=4351.39 NEW511E_10_4.2 Bd8 o7 CONCRETE MANHOLE \ :‘!.4";;.;4.:' ij • 9. I.E.(SW,IN)=4346.96 r RIM EL=4351.63 1 3$ +)S ' * I.E.(N,OUT)=4346.95 I I.E.(S.IN)=4346.52 SBR MH#8 ' DISCONNECT EXISTING MAIN R / 1, ' 2", 1 I.E.(N,OUT)-4346.52 1�1t:''\ NEW 48"0 CONCRETE MANHOLE • 'I.E.(E,DUTY FROM SBR MDON w �, ,'.. . /` RIM EL.=4351.94 CUT.PLUG AND ABANDON ¢$/ he / I.E.(5,IN)=4346.25 4 I };�, - j,�1 - \ --.__ _ E (N.OUT)=4346.25 Iv ! 1 ' NEW 8`m PVC — 1 \.!. ± ,� SANRRRY SEWER �-�� L_ ' {{ t 1.5"0 PRESSURE - /./ 1/1// I :SEWER SERVICE ,1 zir / - // 'tit:- �►...y--444,�i /�! 'A'' f_Z-Ff7////q/11 ,. p SEE SHEEP 6 / "0► OL. ati bFF1 {- u • • e �$� _ �'1` ti N -_ tor, ALIGNMENT SHRED • 1 A (� `t I I •WEST APPROX 10 FEET EXISTING SHED/ 1 ;yfff 1 1y� `.r. GUY WIRE SEE NOTE I x•F 1 _ I I 9 Z _ t r3 1 '\ 'F �. PLAN VIEW OF PROPOSED SEWER-STA. 0+00 TO 9+33 50 100 SCALE IN FEET 4370 I I II I INSULATION BOARS I 4370 x —SEE DETAIL 4/SHEET 8 4365 I I W 0 4365 �g w 4 4360 h qq n y 6 24360 I Es INSULATION BOARD 6 18:26 i 6 E,,;;.; a�2 v- f.N I I SEE DETAIL a/SHEEP B I _wi0 _�U�eo - m4} oN +( 7 F � ..... 4355 om n I.� 3 i43551/.8.1 Nel 1 . _�� moi" wb— 1 -- C 4350 1 L._ I NEW 80x93' II 4350 WV/8'0x366'PVC SANITARY SEWER O 030% PJC SAN ARY SI , ;EWER O O.70% NEW e`0z337'P/C SANITARY SEWER 0 030% i 1NEW 8`0°147'PVC _ _.. II NEW SEWER 0 0.30% - 4345 4345 O7`,1 em t1 PSI' 1 m m m 1.5'0 PRESSURE '�" - ;rid a c nn , H SEWER SERVICE a s ° n n n 3 4340 ° ° WYE-CONNECTION g Q 9 n: _ , I, „ 4340 2 r A Q Z i_ 3 O-O NO .0 LO v0 3 NOTES: 4335 -,-I _ I 4335 1. CONTRACTOR SHALL COORDINATE WITH THI _ - WHITEHALL REC.DEPARTMENT REGARDING _ y nr. + 7 7 I� kr;7 7 kn 7 a OF EXISRNG SHEDS. -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 2. CONTRACTOR SHALL TEMPORARILY REMOVE r AS NECESSARY FOR SEWER MAIN INSTALL PROFILE VIEW OF PROPOSED SEWER-STA.-0+50 TO STA. 10+00 REFUGE FENCE TO ORIGINALCONDIT ONS 3. WHERE NEW SEWER MAIN HAS LESS THAN HORIZONTAL SCALE 1"= 100' OF COVER;PROVIDE INSULATION BOARD A oVERTICAL SCALE 1"= 10' IN DETAIL 4 ON SHEET B. OO RECORD DRAWIN EXISTING GRAVITY SEWER SERVICE FOUND TO HAVE ADEQUATE SLOPE SO GRINDER WAS ELIMINATED WITH A CHANGE ORDER ' ' s :_. 7 _ ... r . REHABILITATE EXISTING ISM'TiNG Yy f Y 1: ' _ y , 3.X 4'CONCRETE MANHOLE X 51 65 LF NEW f/ • r , ' <} ;OW PRESSURE SEWER SERVICE (6'MINIMUM 15"HDPE i.E.E(NE, (E 0u-434802 pH ` --- \ +� LE (SW,SW,I4)_4348.021 _ APPROX. SU LF NEW 1.5"HDPE \LOW PRESSURE SEWER SERVICE RIM E) 348.02 I � 1`- 3 (6 MINIMUM COYER) W+ 'G k COMBINATION CURB STOP/CHECK y '-&SERVICE LATERAL CURB ' \ 7 VALVE ASSY PER DETAIL 3 SHEEP 7 - '^- N" W SEE NETEIL 3 SHEET 7 c \ SEE NOTES % #. 8' . SEE NOTES % '4 / i.,....,K.., ":„ ,,v, g + !' tr ,0,•<1 x > b o 00 zoz+oo 3oS o0 8 - — o —`1 /_____,,,m,( ,T s� 1 d OW aro CONNECT TO EXISTING \ 41/1710 �. l- a SEWER SERVICE WITH i + - + )' F-'+y to NEW GRINDER P / B+ SEES 7 f CONNECT TO EXISTING - T' ',/ CONNECT TO NEW CONNECT AIX/WYE _'} SEWER SERVICE WITH { A - 8-INCH PVC SEWER cn SEWER MAIN W/WYE - - F /WY " NEW GRINDER PUMP ,'- / W/WYE FITTING C ' ". 4 \ + > SEE SHEET 7_� J �Fl / - F ; v L p T, Altk rci PLAN VIEW OF WELNA PRESSURE SERVICE—STA. 100+00 TO 101+60 PLAN VIEW OF HATCH PRESSURE SERVICE-STA. 200+00 TO 204+10 0 50 100 C t. SCALE IN FEET C.1.- SCALE IN FEET 0 i NOTES: 0 1. CONTRACTOR SHALL COORDINATE ANY SEWER SERVICE INTERRUPTIONS WITH THE HOMEOWNER AT LEAST 48 HOURS PRIOR TO PERFORMING j MY WORK. 2. CONTRACTOR SHALL VERIFY LOCATION AND MATERIAL OF EXISTING SERVICE LINE 3. LOCATION OF GRINDER PUMP SYSTEM&COMBINATION CURB 1 STOP/CHECK VALVE SHALL BE FIELD SET BY THE ENGINEER. 4. PRESSURE SERVICE LINES SHALL BE INSTALLED AT 6 FOOT MINIMUM COVER. WHERE COVER CAN NOT BE MAINTAINED AT CONNECTION TO en EXISTING MANHOLES.INSULATION BOARD SHALL BE PROVIDED 5. PRESSURE SERVICE LINES MAY BE INSTALLED WITH HORIZONTAL DIRECTIONAL DRILLING EQUIPMENT. 0 RECORD DRAWIN GRADE MUST SLOPE AWAY FROM STATION illM , , GRADE GRADE�� GASKETED LID, HOPE CONNECTOR EF CORD �Y` 'v C ' � ,7`l��`"� �• J=_` - PROTECTIVE CABLE SHROUD ( '� •Pii ELECTRICAL QUICK DISCONNECT I -I , POWER MARM CABLE NEMA 6P(EDD) __ / I -/ ; 12-6 W/GND. / 46' I _ COVER E/ONE EQUALIZER DISCH (s - I P EMI INTERNAL WELL VENT DEPTH QUICK DISCONNECT ASSY. 2.0'DN [XI (304 S.S.) (j Op INLET,GROMMET TO 5.5.CAST BALL VALVE I� ACCEPT 4.50"O.D. 1-1/4•X1-1/2'REDUCER it' PVC PIPE(STANDARD). 91.8' TO CONNECT TO 1-1/2"HDPE DUST COVER SUPPLIED FOR SHIPMENT(NOT I J ��' �1SLNTABLE FOR BURIAL) DISCHARGE: 1-1/4 FEMALE PIPE _ THREAD INLET: EFDM GROMMET 1DISC IGT I ITU1WIlhI 1 (STANDARD) /NI N..- ;=I, 1-1/4'DISCHARGE(304 UN, I .., or ALARM 3 304 5.5. J V~l1 41.6 8J . ; . ) (-5 e) TO DISCHARGE CHECKNV L) O- r 36.0 IN I . 0 J I} 26 IN TO INLET i1L, .i OFF 18'MIN. ) ANTI-SIPHON VALVE I ) 18 IN 47 GAL 1 (NORYL) 14 IN 1 3 32 GAL 24 GAL • 4-11AmilAillK 24'MIN. DUAL WALL,CORRUGATED HOPE TAN( BALLAST SECTION r 0 29.5 29.5 DN IN- (AROUND PERIMETER) 70 GALLON CAPACITY EACH DIRECTLY DISPLACEMENTB1 TYPE PUMP.TOO GRINDER PUMP HOUSING i 7 NOT TO SCALE 1. SEE 1. SSPEC.SECTION 02536 FOR MORE INFORMATION. 0 1 2. INSTALL PER MANUFACTURER'S RECOMMENDATION. 3. CONNECT TO EXISTING SINGLE PHASE POWER. COORDINATE PANEL INSTALLATION WITH THE HOME-OWNER. i 4. ALL POWER CABLES AND CONDUITS SHALL BE INSTALLED PER LOCAL CODES AND NEC PACK JOINT COUPLINER W/STIFFENER(TO PUMP) u O PACKAGED GRINDER PUMP DETAIL '^ 7 NOT TO SCALE CURB BOX(TAP.) PACK JOINT COUPLINER W/SOFFENER) PACK JOINT COUPLINER W/STIFFENER(TO FORCE MAIN) • DETAILS THIS PAGE INDICATE AN E-ONE INDIVIDUAL. SERVICE GRINDER. TEE INSTALLED INOMOUAL I^ �•- } SERVICE GRINDER WAS AN OMNNORE BY LIBERTY ��-1�I.�,�� 1 ■ - TYPE.`• PUMPS. o L7 1-�"HOPE .. . L ■igp.,. .1 Q K„ j _ c7F _ __ _ SEE OFERAT.ON AND MAINTENANCE MANUAL fOR DETAILS STAINLESS STEEL COMBINATION CHECK VALVE/CURB STOP ASSEMBLY 0GRINDER PUMP SERVICE LATERAL i t73 NOT TO SCALE RECORD DRAWING EXISTING AGGREGATE MATCH EXISTING 1'MINUS SURFACE COURSE& CRUSHED AGGREGATE SURFACE BASE TO REMAIN COURSE(2"MIN. DEPTH) EXISTING ASPHALT PAY LIARS SURFACE COURSE& MATCH EXISTING BITUMINOUS SURFACE BASE TO REMAIN COURSE PAVEMENT(3"MN.DEPTH) 8' 8 PAY LIMITS5 IllMir 5 7' 7' 5. 5 WIIINI . FIRMFIRM121•W.. ` u . VIM IIMBEIDOI81. 12"MINIMUM CUT IIIII8 8 L 12"MINIMUM TO BACK ON ASPHALT I UNDISTURBED AGGREGATE SURFACE COURSE ugli ^ MATCH EXSTING 1 1/2"MINUS BASE COURSE CRUSHED AGGREGATE BASE aJaN kilt (BOTH SIDES) hi, 12"MINIMUM TO COURSE(6"MIN.DEPTH) SUNDISTURBED AGGREGATE % C MATCH EXISTING 1"MINUS BASE COURSE C . DETECTABLE WARNING TAPE CRUSHED AGGREGATE BASE m r� COURSE(9'MIN.DEPTH) S 4t'DETECTABLE WARNING TME 8 • A ...- :-' • ,/a° •$:"'t.1°• z: r r� ,y' '`Y;'•";`•g A,:'A• TYPE 1 PIPE BEDDING .`ty :.q!:'Y./...1.1:.! TYPE 1 PIPE BEDDING OTYPE"B" SURFACE RESTORATION 8 NOT TO SCALE TYPE "A" SURFACE RESTORATION SEED DISTURBED AREAS BEYOND ---____ GROUND SURFACE PAY LIMIT AS REQUIRED c PAY UNIT \Vj..\Ywe ,\• )\ \Y�\Y\ 'OW�7— g iI 1/.`Yi /. o EXISTNG TOPSOR :4r 1 ii f i s 4:1- , 5 : 2"PER BOARD TYR.TOTAL 6" S., " DETECTABLE WAITING TAPE INSULATION THICKNESS AT TOP �.��' 'sn B'RW PIPE 4 — —�2"PER BOARD TYP., / TOTAL THICKNESS 4- 1i. ! a` A-O" Q.•vo. ,;�4e,.a.y.�. �' ''-zoo`. ..:17r.:'-. '=..:"Ye..*:;:,'. TYPE 1 PIPE BEDDING NOTES: t\ :V.� 1. PROVIDE INSULATION BOARDS OF SP FORMULAR 250 EXTRUDED POLYSTYRENE FOAM INSULATION,OR cv APPROVED EOUNALENT. 2. STAGGER LAYERS SO THAT EACH JOINT OF INSULATION BOARD 5 COUNTERED BY AT LEAST 1 FT. OF JOINT FREE BOARD EITHER ABOVE OR BELOW(IN FROM OR BEHIND)THE JOINT IN EACH DIRECTION. TYPE "C" SURFACE RESTORATION 3. TAPE SEAL 8 FOOT EDGE OF TOP INSULATION BOARD TO EDGE OF BUILDING. C 0NOT 10 SCALE INSULATION BOARD O U QNOT TO SCALE 1 - RECORD DRAWIN(