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HomeMy WebLinkAboutItem 5 - Signed CO #1 CONTRACT CHANGE ORDER FORM CITY OF;LAKE.ELMO, MINNESOTA. EN'GI SECTION34 UTILITY EXTENSION IMPROVEMENTS PROJECT NO. 2013.126 CHANGE ORDER NO, 1 DATE: November 6, 2013 TO: REDSTONE CONSTRUCTION COMPANY,INC.,PO BOX 218, MORA, MN 55051 . This Document will become a supplement to the Contract and all provisions will apply hereto.The Contract Documents are modified as follows upon execution of this Change-Order. CHANGE ORDER DESCRIPTION/JUSTIFICATION: Change Order for moving lift station location from Hammes property to City property immediately to the north, includes adjustment in gravity sanitary sewer,forcemain and structures along Keats Avenue to accommodate the Lift Station relocation and sewerservice to the Hammes Property.Also includes the Contractor's deduct:to not install tracer wire along thegravity sanitary sewer on the project. Attachments '(listAocuments supporting change): Change Order No.1 Itemization,"Plan Sheets C4.05,.C5.01 and C6.01 have been replaced. ITEM DESCRIPTIONOF PAY ITEM, :UNIT Q7Y UNITE PRICE INCREASE/(DECAEAU) ***SEE.ATTACHED ITEMIZATION _.._..—_..—........................................_..... — ...,.._.................................... :NET CONTRACT CHANGE :$11;162:82 Amount of Original:.Contract : $ 1-70.1,884.50 :Sum of Additions/Deductions.ap.proved to<date $ 0.00 Contract Amount to date $ .1,7.0.1,884.50 Amo"unt of this'Change Order (ADD) (DE (NG G $ 11,.162.82 Revised:Contract Amount :$ 1,713;047.32 " ('D[A G'Cf1 iI The:Coritract:Period for Completion will be :"(UNCHANGED):(I AI . ) (i'1Cr=OCA�G j Q days APPROVED EAICINEER::FOCUS-5ngireering,inc. APPROVED"13YCONTRACTOR ENGINEER ,, .f • BY :. 4.0 DATE APPROVED BY OWNER: :CITYOF LAKE ELMO,.MINNESOTA BY BY DATE DATE FOCUS Engineering,inc_ CHANGE ORDER FORM CHANGE ORDER NO. 1 $ECTION34 UTILITY EXTENSION WPROVEMRNTS ° O ENGINEERING- inc. ., CITY OF LAKE ELMO,MINNESOTA PROJECT:N 0..2413.126 .ITENI NO. .ITEM 'UNIT ORIGINAL CONTRACT CHANGE ORDER NO-1 REVISED CONTRAC AMOUNT -QUANTITY UNIT PRICE AMOUNT - QUANTITY AMOUNT QUANTITY AMOUNT 'PART I-GENERAL 1 MO31L'2ATION LS 2 .5481000.00 548,000.oDo 5o:co ;4s,DDD.oD 2 TRAFRC CONTRot ;LS 1 '$6,300.00 56,300.00 0 .50.0D _ $6,300.00 CLEAR AND GRUB TREES LS '4 519;o00.00 :$19,000.00 0 'SO.00 I 519:ooD.00 4 T.EMFDRARY ROCK CONSTRUCTION ENTRANCE EA 2 SI 100.00 :5212000D 0 Sam 2 $2,200.00 5 SiREET S4vEEP'XG HR 40 5175.00 S7,000.00 0 SMOG 40 .S7.00D.00' TOTAL PART I-GENERAL S82.500.00 S0.00 S82,50D.00 :PART 2-SANITARY SEWER fGRAVITY SEWER-HUDSON BLVD) 6 CONCRETE JERSEY BARRIERS LF .900 $21.00 518,91)100 .0 SO.OD 900 $18,900.00 7 REMOVE:AND DISPOSE OF EXISTING BITUMINOUS DRIVEWAY BY Soo $2.20 $1,100.00 '0 $0.00 - SDO, $11ADOAD 8 REMOVE PIPE CULVERT LF 245 $5.50 $1347.SO 0 $0.00' .245 'S1,34750 9 'REMOVE SANITARY SEWER PIPE LF 13 ..$6.55• WAS 0 BODO '13 'Sams 10 SALVAGE AND REINSTALL 12"RCP;INCL APRONS LF So $22.10 S1,105.00 .0 5o.o0 5o $1,103.00 11 'PATCH BITUMINOUS DRIVEWAY SY Soo $35.00 :$17,500.00 D Som Soo $17,500.00 12 PATCH GRAVEL DRIVEWAY TN 100 $15.00 S1,500.00 0 50.00 .100 52,500.00 13 29"X42"ARCH CMP CULVERT IF 69 $S1.90 $3,Ssuo 0 50.00 ' 69 :$3,SS1.10 14 •30"CMP CULVERT IF 71 $44,20 S3,138120 0 SO.00 72 'S3,13£•20 15 36"CMP CULVERT IF 35 $52.90 S1;816.50 0 $0.00 35 S3,S26.50 16 42"CMP CULVERT IF 64 $76.20 S4,876.80 0 $OAO 64 $4,876:80 17 29"X 42"ARCH CA4P APRON EA 2 5498.00 $996.00 0 $0.00 2 .$996.00 18 30"CMP.APRON EA 3 $389.00 $1,167.00 0 Saw 3 $1,167.00 19 36"CMPAPRON -EA 2 $5710D $1.146.00 0 SO.00 3 S1;14"0.00 20 42"CMP APRON EA 2 SI.110.00 S2,220.0D 0 50.00 2 $2,27,0:00 .21 CONNECT'TO EXISTNG SANITARY SEW-RMH EA '1 'S99100 $993,00 0 SD.00 1 $293:00 22 8"PVC SANITARY SEWER,'SDR 35,V-IV DEEP LF 25 .$38.90 25 $972:50 557?SO D 50:00 I 23 '30"PVC SANITARY SEWER,5DR 26,23'•30''D-c6P CP 20 5154A0 .53,080.00 :0 S0:00 i ..20 $3,080.00 24 12"PVC SANITARY SEWER,SDR 35,V-.IVDEEP LF .885 "S36.20 532A37.00 '0 SO.00 :885' -SS2,037:00 25 12"PVCSANITARYSEWER.SDRn,IV-15'DEEP IF 675 540.00 517;000.0D 0 '$0.00 675 S27,00000 26 22"PVC SANITARYSEWER,.SDR35,:15--20':DEEP tF 290 :571.4D $20,705.00 0 SO.00 _290 iS20,7D6.03 27 12"PVCSANITARYSEWER;SDR 26,IS'-200EEP LF "65 Saw SS;434.OD '0 'SO.00 55 - :55:434.0J 28 12"'PVC SANITARYSEWER,SDR 26,20'-:25'DEE AF :200 :$91,20 -SIS,240.00 :.:0„ 'SO(oo, -:200 $12,240.00 29 'S2'.PVCSANfTARY.SEWER,SOR26�25'-.30'OE"cP LF :560 ,'31D3.00 : -5S7,6EO.00 '' :0 $0.00 550 :$57:68D.00 30 JACK 12''-PVC SANITARY SEWER LF .40 S410.00 $16,400,00, 0 '50.00 "40 .616;400.00 : 31 ROCK FOUNDATION BORROW LF ..- 1,300 SQOl $13.00 :0 $0.00 _ 1,300 -$13.00 32 INSULATION;2".THICK :STY '150 '$19,90 $2.98$:00 •• 0 90.DD' ISO :$2.985.00 39 PLACE'FILL'OVER SANITARY SEWER'PIPE(LV) CY --ISO ,$7675 :.$1,162.50 0' :$0.00, .;SO :$1.152.56 34 :CROSS HIGH PR=_SSURE GAS PIPE LINE LS .- '1 S2;760A0 .52,760:DO .. 0 •SO.OD I ',82,760.o0 35 .SANITARYSEWER M4,4`OIAMETER :.EA - ::8 :$2,530,00 $20240.00 0 '$0.00. - 8 'S20,240.00 36 EXCESS MANHOLE.DEPTH,4'DIAMETER LF 56 ;$97,20 55.443.20 0, S0.00 55 S5,443.20 37 TELEVISE SANITARYSEWER LF 2,672 '42.7S ! 54,676.00 "0 .30.00 2,672 ..54,676,00 3E OFF ROAD STRUCTURE.MAR EP. 'IA '7 ':$SS:20 : ..5386AO ::0 :$0:00 7 S386.40 39 BE;D MIX 250&BLANKET '5Y' S,OCO 'S1.20 M500.00 0 :So:DO : :.5,000- 'S3,500.00 .$5,928.00 0 ,S0.00 '.5;200 ' 40 �5E6D M:x.270&B�NKET �SY' S,20D :�$3,34, :'$5,928.00 .41.. SEED:M:X 25G&FIYDROMLJLCH SY'. :5,000 : $0.42. .' ..S2,IoboO C : .:50.00 5,000 ':52;100.00 ..42 SEED.4CX 270&HYDROMJ_CH - ':SY '5,200 '40.46 ':$2,892:00 '0. .:50.00 S;200 $2,992.00 43 '.EROSION STA31LIZATION MAT $Y ISO 59,90 :SIA85:00 0 .$0.00 `150 :SIASS:00. .44 TEMPORARY SEED MIX 100 AND MULCH AC .4 S686.00. .'.$2;744.00 ',0 :.S0.00 4 S2,744.00 .' 45 DITCH CHECK " EA :8 .$97.50 " .:$780.00. ,: ;0 $oAD : ::8 S760.00 4E CULVERT.INLEIEROTECTIDN .. EA ':8 $200.00 :'$1,6moo :,0 50.00 .. . .. ..g $1,600.00 .... 47 .SILT PENCE !LF F .1,SDO $1.71 $2.565:00:.'. 0 50.00 1,S00 $2465.00 TOTAL PART 2-SANITARY SEWER'(GRAVITY SEWER-HUDSON BLVD .$305,781.85 '$0.00 1 $305.781:85 PART 3-SANITARY SEWER LIFTSTATION SYSTEM 48 REMOVE AND DISPOSE OF EXISTING.BITUMINOUS DRIVEWAY SY : :570 .52.75 $1;557.SD :0 $0.00 '570 $1,567.50 49 REMOVE.AND DISPOSE OF EXISTING CONCRETE DRIVEWAY SY 40 $8.75 53SO.00 0 $MOO 40 S350.00 .50 .REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER LF: '30 54.3S : :513O.SD i' 0: SOAO 30 S130:50, 51 'REMOVE PIPE CULVERT, : LF . ' 165 : $5.50 - 5907.51) " ', '0 'SD.OD 155.' ':$907.50 52 SALVAGE AND REINSTALL IS"RCP,INCLAPRONS ' LF. ..'.60 524.30 $1,458,00 D :60 '� '$2.,458.00 „ 53 PATCH BITUbStNGu-s DRIVEWAY SY .200 $35.00. '. $7,00D.OD 0 'SMOD 20D 57,W0.00 54 'PATCH-GRAVEL DRIVEWAY TN 250 $15.00 '.. $3,750:00 :D $0.00' .250 .$3,750.00 :55 B618 CONCRETE CURB AND GUTTER LF SO S30.00 $900:00 :0 ,'90.00 : 30 S900.00 56 .12"CMP CULVERT ,LF• 30 120.50 5615(00 0 50.00 : 30 $615.00 .57 18"CMP CULVERT LF 52 $2630 .$1,393.60 0 :$0.00 52 : '.51.393.60 '58 2I"Cb1PCULV"cRT F 40 5B1.013 $1,240.00 0 SO.00 40 $1.240,00 59 12"CMPAPRON : " EA '1 1131.00 ,S131:0o O 'SO.00 1, $131.00 EO IS"CMP.APRON :EA 2 5157:00'.'. $314;01) 0 .'0.00. .:2. ':$314.00 '- 61 21"CMP APRON :EA 2 :'$287,00 $374.00 : 0 $0.00 "2.` $374.00 62 8"DIP SANITARY SEWER,CLASS 52,IT-IS-DEEP .': :LF 60 "544.30 $2,658.00 -20 4S86.00 40 "S1,772•00 ' .63 8"PVCSANITARY SENDER,SDR BE,O':=101DEEP LF '70D ''S25.70 $17;990.01) :0 S0:00'. '700 1'$17,990:03 64 &"PVCSANITARYSEWER,SOR 35,IV-'15'OEEP' LF 1.275 S28.DD $35,700.00 :0 50.00'. :1,275 S35101.00 65 S"PVC 5ANTARY SEWER SDR 35,IS'-20'DEEP LF 425 $59.00 525,075.00 0 '$0.00 425 S25,075.00 66 '8"PVCSANITARY SEWER,SOIL 35,20--25'DEEP LF 10 $74.30 $743.00 0 $0.00 10 $743.0o 67 8"PVC SANITARY SEWER,5DR.26:4)'-:IV DEEP LF 50 '$28.10 $1,405.00 '.',•:0 MOO 50 S1,405:00 ' 6E :8"PVC SANITARY SEWER,SDR 26,IV-:15'-DEEP LF 405 '$34.50 -320,872.50 :101 $6,93450 806 .527,807.00 69 .E"PVCSANITARYSEVJER;SDR26,IS'-20'D-.iP LF '345 .$69.90 S24,11550 90 S6,291.00 435 130,406.50 -70- 8-PVC SANITARY SEWER.SDR 26;20'-25 DEEP".._-...,_ -.. If----•665----'$82,90.-."__. -$46,838:50-":.:DLL' 15Q_ .:S12,43500.- --__ --315 .---_-S59,27350._ . 71 8"PVC.SANITARY SEWER;SDR 26,25'-3WOEEP to IS '$94.20 SIA13.00 :70 $6159400„ ','; -4$ $3,007.00 72' 10"PVC SANITARY SEWER,SDR 26,:15'-.20'.OEEP Lf '70 .584.10 S$,607.00' 0 40.00 70 S516D7.00 79 10"PVCSANITARY5EWER,:50R26,2D'-25'-O-cEP '. .. LF 185"'' '$5150 'S9p-27:50 '. q ..32 51,648.0053 •57,879.Sb ., � � ' 74, AO"PVC SANITARY SEWER,SDR,26,25'.3V DEEP LF, 170 $109.010„! S18,S30.00.._ 1170, $18,530.00 0 SO.00 7S 10'PVC SANITARY SEWER,SDR 26,SIT-35':DEEP' """""'"" 'LF "" '90 "' $13%00 S32,330:00 -20 412,330.00 .0- - - $0.00 '• •" •"••••'•••'• 76 ROCK FOUNDATION BORROW . . .. tl SADO SOAS 950.00 0 SD,DD _. 51000 SSO.00 77 8-DIP SANITARY SEWER.OU7510E DROP 1F. '.27 $162.00 $4,374.00 '0 $0.00 27 54,374.00 78 8"DIP SANITARY SEWER BLIND OUTSIDE DROP 'LF 29 $151.00 $4,379.00 '0 $O.OD 29 $4,379.00 79 SANIT ARY S_r:ER nrH,4•D:AMETER EA 26 S2.460.00 S63,950,00 1 S2A60.03 27 $65,420.00 -BO-EXCESS M,ANHo-EDEPTH,4=-DIAMETER .185 $97:20- . .Saa°R2.00- '26:fi-$3ib2352- 168 S3S;368,48- 81 TELEVISE SANITARY SEWER IF 41655 51.75 S8,14c25 7$ 5136.50 4,733 $8,282.75 82 OFF ROAD STRUCTURE NIARXER EA 28 $SS.20 S1,545.60 I $5S.20 29 $1,600.80 33 J•?V[%oRc-MAIN LF 5,88o $24.90 5146,412.00 80 $1,992.00 500 $148AC4.00 AIR .EASE MH EA 2 $S,410.E0 510,820.00 .O 90.00 2 5101820.00 83 ❑:?F:i:NCS LB 140 55.55 5E33.00 46 S273.70 I86 $1,106.70 86 L7TS7AT70N : IS 1 $220,030.00 $220,000.00 0 MOO 1 S220,000.00 87 BITUMINOUS03 Vl VJAY(U;7.STAT;ONI SY 160 $33.00 S5,2ED.00 157 $45,181.00 317 $10,461.00 83 SEED MIX 2SD&BLANXET Sy 24,006 '$110 .$26;400.D0 .600 8 660.00 24,600 $27,060.00 S3 SEED MIX'250&HYDROMULCH •SY .24;D00 $0.42 •510,080.00 0 SO= 24,000 $10,080.011 90 EROSION STA81LQATIONMAT SY : 50 $9.90 •: '$493.DD $0.00 50 $495.00 91 SEED MIX 250 MULCH;$'DISC ANCHOR "•AC 5 "$929,0D :94,645.OD SD.00 5" $4.645.10 92 TEMPORAP.YSEED MIX100AND MULCH Ad '•19 '$686.00 ':$10'290.00 •0 $0:00 - 1$ ,';.410,290.00 93 WETLAND.RESTORATION WITH BWSR MIX 34461 'SY •80 $$;91 $792.90 ..•0 $0.00 80 :5792.80 94 DITCH CHECK: EA .1 S97.50 5'L657.50 :'0 110.00 17 $1,65750 55 CULVERT INLET PROTECTION 'EA '9 .5200.00 : $1,800.00. 0 SO.00 - 9' 51;800.00 96 SILTFENCE LF 5;050 S1;71 58.635:50 260 '594.60 51310 .59,08010 'TOTAL PARTS-SANITARYSEWER(UPTSTATION SYSTEM $791;513:75 -$2,218.49 '$793,73723 PART 4-SANITARY SEWER(SERVICE TO CM PROPERTIES) I 97 8"?VCSAN!TARYSEWER,5DR33,0'-10'0EEP LF 45 '$33.20 $2,494.00 0 SO.UD 45 51;494.00 98 JAC46"PVCSANJ ARY5_WLR LF 60 $405.OD $24,300.00 0 SO.CJ 60 "524,300.0D 99 SEEDMIX250&BLANYEY SY 300 SS:10 'S330.00 0 50.00 300 $330.00 : 100 SILTFENCE LF 50 S1.71. $85.50 0 SO:OD 50 595.50 TOTAL PART 4-SANITARY SEWER ISERVICErocm PROPERTIES $26,20950 .S0.00 $26,209.50 PARTS-SANITARY SEWER LENNAR AREASERVICE51 I 101 8"X 4"PVC VNE,SDR 26 EA 'Sl 5127.00 1 51.397.00 ) 0 Sam ?L S1,397.0D 102 4"PVC SANITARY SEWER SERVICE RISER LF 130 S7.75 I S1.007'.50 0 SMOD 230 S3.007.50 TOTAL PART 5-.SANITARY SEWER(LENNAR AREA SERVICES] $2,404.SD $0.00 $1404.SO . PART 5-WATER MAIN 103 CONNECT TO EXISTING 12"WATER MAIN EA '1 S4040D S404,00 0 SO.00 _ S404.00 104 6"DIP,CL.52 WATER MAIN LF 215 $28.50 $6,127.50 0 50.00 2L 56,127.50 205 8"OIP,CL.52 WATER MAIN LF 40 $35.90 $1,436.00 0 $0,00 S1.436.00 106 12"DIP,CL 52 WATER MAIN LF 1;305 $48.90 S357,214.50 0 SD.aD 7,305 5357,214.50 107 CROSS HIGH PRESSURE GAS PIPE LINE L$ i 5882.0D SE62.N 0 5040 3 $862.00 108 6"GATE VALUE AND BOX EA 14 'S3.22CC0 i 517,OBD.A? 0 $0.00 14 $17,030.03 109 "o'GATE VALVE AND BOX 4 S1,880.CA 57,320.00 0 50.^v0 4 $7,320.00 110 GATE.VALVE AND BOX rA 12 $3,070.00 536,840.00 0 50A0 12 SBE.84D.03 111 `JALVE BOX EXTEA610IN 1 LF 15 555,40 S331.00 1 0 $0.00 is S831.00 122 VALVE:r'ir-'zXTENStOP: CF li $3730 5565.i0 � 50.00 15 5565.50 113 HYDRANT I EA 11. $4,090.00 ,544:990.00 SD:00 it $44,990:00 114 HYDRANT.EXTENSION lF j 6 W93.03 53;990.00 $0.00 $ $3,996.00 1LS OFF ROAD STRUCTURE MARKER - 1 17 555.20 5938AC 0 SO.OD .17 S938,40 .11E DUCTP_E IRON FITTINGS L0 j 3,000 5426 514,550.00 0 $0.03 31000 524,850.00 7OTAL�ART 6-WATER:MAIN $493,474.90 $0,00 S493474,90 TOTALS-.BASE CONTRACT .$1,701,884.50 - '$2,218.48 ,$1,704;102,98, CHANGE ORDER NO..1 COi-I CLEAR&GRU87REES(LiFT$FAT!ON 513 ON CITY PROPERTY) L5 53,50D40 1.0 $3,500.00 1.0 53,50D.00 C01-2 EXTRA VOF DEPTH AT VALVEMH LS '$1,631A4� '3.0 51,b37:34- 1.0 $1,6SL9G CO1-3 EXTRA DEPTH OF FORCEMAIN LF $2098 300.0 $6,174;00 300.0 S5}174AD C01-4 LIT STATION GRAVEL DRIVEWAY TN S35'.00 -8.0 - S2-.070;00 ',138.0 ' •SL070,UD C01-5 DEOUCTFOR GRACTTYSANITARY SEW RTRACERWIRE LF 30;60 7,3120 541431:450 7385.0 44,431.60 TOTALS-CHANGE ORDER NO.'1 $0;00 $8;944.S4 " $8,944.34 TOTALS-:REVISED CONTRACT' $1,701,864.50 $11,162.82 $1,713,041.32. ----------------------------------------------- ----------------------- ------------------------- -'� EDGE OF EXISTING —-----— ® PAVEMENT CLEAR AND GRUB TREES ------------ .----------- ---- - AS DIRECTED BY ENGINEER - CLEAR AND GRUB ---- ------------- TREE(TYP.) ��\ ----------- Keats Ave N ------------- __ \ AND GRUB TREES ------------------- CLEAR\ \ AS DIRECTED BY ENGINEER ----- __ \ ----- CONSTRUCT AIR --------------- RELEASE MH PER 8"22.5°BEND - - /- \ STANDARD DETAIL a 4\wd�—wa wa wa wd wd wd wa wa —wa wa wa wa 149 wa wa wa wa wd ° wd 10 _ ------ ---11— N VALVEMH L M 1 - ----------------—i`------_ -�------ _ �-c---- ------- x PATCH GRAVEL �- ,��, o �QRIVEWAY(TYK.) LIFTST TION ------�- ----------��---------------------4---- -----------------------F ---------------------------------------------------------------------------------------------------- _ �---75'— \ r z r -- z z SANITARY SEWER NOTES: 20'-8"PVC SDR 26 r < 1. ALL SANITARY SEWER PIPE SHALL BE SDR 35 UNLESS OTHERWISE NOTED. @ 0.40% \\ �n 2. STATIONING IN PROFILE REFLECTS PIPE STATIONING. SEE SHEET C5.01 FOR 8"PLUG INV=916.0 <w wa w 3. FORCE MAIN ELEVATIONS IN PROFILE ARE TO TOP OF PIPE. LIFT STATION AND VALVE \ a O m MH PLANS AND SECTION DRIVEWAY NOTES: J :n 1. PATCH BITUMINOUS DRIVEWAYS WITH: i a„F- • 3"-2360 TYPE SP 9.5 WEARING COURSE MIXTURE(2,B) z 6"-AGGREGATE BASE,CLASS 5,100%CRUSHED 2. PATCH GRAVEL DRIVEWAYS WITH: . 8"-AGGREGATE BASE,CLASS 2,100%CRUSHED KEATS AVENUE REVISED 10/3/2013 --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... .EXIS 1{VG PROFIL OVER..... ........ ....... ....... ....... ....... ....... ....... ....... .. ....... ....... ....... ....... :STA 8+25: :........ 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VERT. !� O1P4rT1 Consulting Engineers & Surveyors 1 MR 10/3/13 SECTION 34 WATER AND SEWER UTILITY EXTENSION 7I,OC SCALE FEET SCALE FEET v MRW MANKATO,MN FAIRMONT,MN SLEEPY EYE,MN BURNSVILLE,MN `+ J c 3.1-&Me ,Inc.2013,All RightsReserved MICHAEL R.WARNER �c_D WILLMAR,MN CHASKA,MN RAMSEY,MN MAPLEWOOD,MN SANITARY SEWER AND WATER MAIN - KEATS AVE H:\LKELMN\N15106424\=\106424C405.dw 10/3/201312:13:45PM 44693 07/16/2013 'IRR BARTER,MN ROCHESTER,MN AMES,IA SPENCER,A 84"0 PRECAST MANHOLE SUBMERSIBLE SECTIONS WITH R4 JOINTS PUMPS 8" CHECK 8" GATE 8' DIP MJ LONG VALVE VALVE 8" DIP 225° SLEEVE 4" DIP MJ LONG MJ BENDS SLEEVE 8" DIP 8" DIP MJ WYE WET WELL 8" DIP \-0 8,P 4" GATE p 5 01 VALVE v FGRCFMq/N o� NF(U VALVE fA/T VAULT �60"O PRECAST MANHOLE 6" THICK CONCRETE PAD 17'-0" SECTIONS WITH R4 JOINTS LIMIT OF UNIT PRICE �W/ 6"X6" 10/10 WWF FORCEMAIN PAY ITEM P EA N ELECTRICAL LIMIT OF LUMP SUM PANELS SCALE:3/8"-1-0" LIFT STATION PAY ITEM 4' SCHEDULE 40 CONC. PAD UNDER WELDED STEEL PIPE 4' SCHEDULE 40 ELECTRICAL PANEL PRECAST GONG 36"x48' ACCESS HATCH WELDED STEEL PIPE CAST INTO TOP SLAB CAST F ACCESS HATCH PRECAST CONC VERIFY SIZE AND LOCATION CAST INTO TOP SLAB TOP SLAB — TOP SLAB WITH PUMP MANUFACTURER j_- E 36"x48" ACCESS HATCH o VALVE BOX TOP // CAST INTO TOP SLAB CAST INTO TOP SLAB / VERIFY SIZE AND LOCATION / \ 4" SCHEDULE 40 ELEV.=936.50 WITH PUMP MANUFACTURER / WELDED STEEL PIPE LEV.=936.50GRADE=935.83 60"0 PRECAST MANHOLE \ \ 1 � LEAVE A 5' LOOP IN CABLE PRECAST CONC SECTIONS WITH R4 JOINTS AAA \ 4" SCHEDULE 40 FOR MAINTENANCE PURPOSES TOP SLAB \� / WELDED STEEL PIPE 24"x30" ACCESS HATCH 5.01 2 EA. VALVE ACTUATOR \ // VALVE BOX TOP CAST INTO TOP SLAB VALVE ACTUATOR EXTENSION SUPPORTS _ _ CAST INTO TOP SLAB EXTENSION W/ NUT TO 2 EA. VALVE ACTUATOR 17'-0" 2ND 4" GATE EXTENSIONS W/ NUTS PUMP VALVE 8" CHECK 8" DIP MJ LONG VALVE 8" GATE 2' 0" SLEEVE 4" DIP MJ LONG VALVE SLEEVE 8" FORCEMAIN ELEV.-920.42 REINFORCED CONCRETE PAD PER GENERATOR MANUFACTURER'S RECOMMENDATIONS (A MINIMUM OF ELEV.=919.42 GENERATOR 6" THICK CONCRETE W/ 6"X6" 10/10 WWF) 4" DIP INV.=919.63 84"0 PRECAST MANHOLE INV.=919.36 SLOPE GROUT SECTIONS WITH R4 JOINTS 2" TO VALVE 93" INTEGRAL PRECAST BASE 0 I � °J NOTE: PIPING ROTATED FOR CLARITY. SEE PLAN FOR ORIENTATION. PROVIDE 2 EA. 25 LB. COATED PEDESTAL CAST IRON WEIGHTS WITH 1/8"0 MIN. S.S. / CABLE ONE FOR MOUNTING FLOATS AND / AND ONE FOR MOUNTING THE SUBMERSIBLE / PRESSURE TRANSDUCER / COMPACTED / GRANULAR FILL / PLAN VIEW SS PUMP GUIDES / 10" INFLUENT / .= / LAG PUMP ON AND INV 91 5.30 / HIGH LEVEL ALARM ELEV.=914.80 SUBMERSIBLE PUMPS / LEAD PUMP ON ELEV.=913.80 / NOTE: 8 x4 /FLOAT CONTROLS (TYP) REDUCER ALL FLANGED AND MJ FITTINGS FOR LIFT STATION PIPING / SHALL HAVE 316 STAINLESS STEEL BOLT SETS. PUMPS OFF ELEV.=911.80 LOW LEVEL ALARM ELEV.=911.30 / so. ELEV.=910.30 / \\ __________ ELEV.=910.30_______— 12" COMPACTED r N � o GRANULAR FILL / ELEV.=909.30 /----- --------------------� 121" DIA. INTEGRAL PRECAST BASE SECTON SCALE:3/8"=1'-0" REVISED 10/3/2013 HEREBYCERTIFYTHAT THIS PLAN,SPECIFICATION,OR REPORTWAS PREPARED OMRW [v. ev oAT[ LAKE ELMO, MINNESOTA SHEET BYME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED E3O LTO N 49c M FEE N K, I N C_ 0 1 2 3 4 6 a PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA ONAv.N _ Consulting Engineers & Surveyors 1 MRW 10/3/13 SECTION 34 WATER AND SEWER UTILITY EXTENSION C5.�1 Graphic Scale for a/8°=1'-�° � MRW MANKATO,MN FAIRMONT,MN SLEEPY EYE,MN BURNSVILLE,MN c 13,1 n&Me ,Inc.2013,All Rights Reserved MICHAEL R.WARNER �cxeo WILLMAR,MN CHASKA,MN RAMSEY,MN MAPLEWOOD,MN LIFT STATION PLANS AND SECTION H:\LKELMN\N15106424\C3D\10W,tC501.dw 101312DI312:17:47PM 44693 07/16/2013 cJRR BAXTER,MN ROCHESTER,MN AMES,IA SPENCER,IA / 16— 934.6 934.61 T I \ W WU, \ / N \\\ I COPI'S�RUCTII3ITUMIN6bS.DRIVEWAY WITI \\ 1.5'�jY� SP 9.5 BITUONOUS WEARING COURSE MIXTURE(2,B)\\ BITU�I OUSTACKCOAT\ \ / \ � o ��/ N / ° \\ \\• 2"TYPE S.5 BITUMINOUS WEARING COURSE MI URE(2,B) \\ 935.2 935.5 h N \ \\ �\ 8"AGGREGAYkBASE,CLASS 5,100%CRUSHED \ I ONCRETE \ 11 \ \ 12'��/ PA' \\\\ \\ \\ \\\ \\\ \\\ GOOSE LAKE \ FEMAZONEABOUNDARY \\ AND 35.8 '935.8 1 \II \ BFE=Uf RUBLISHED \ CLEAR� GRUB \\ Ir \\ \ \ REE LIMITS \ 8"CLAS55 GRAVEL BASEy// 100A CRUSHED(TYP.) / �\� \ \\ I \\ GOOSE LAkE\WATERSHEDMANASEMENTPLAN \\ j / 1936 100-YEAR FLOCID LEVEL=932.0 \\ \ IkD I 1 \ \ \ i—7-937 CT—�\ 9384-- \ -938 r933 -937 —�� 1—T�-�—�+-'9.3'5 — i i 1 1 / / — 933 —— �-- — I -- ---�--- o I CONSTRUCT TEMPORARY GRAVEL DRIVEWAY WITH �I I \\ / lel�R/ / 8"CLASS 5 GRAVEL BASE, I \ 100%CRUSHED \\'y I HEREBYCERTIFYTHAT THIS PLAN,SPECIFICATION,OR REPORT WAS PREPARED O�R� /'1NEV ev DAn LAKE ELMO, MINNESOTA 0 10 20 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED B O LTO N 43, M E N K, INC. SHEET PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STALE OF MINNESOTA HORZ. DNAvm Consulting Engineers & Surveyors SECTION 34 WATER AND SEWER UTILITY EXTENSION C6.�1 SCALE FEET v MRW MANKATO,MN FAIRMONT,MN SLEEPY EYE,MN BURNSVILLE,MN C D BDItonBMerk,Inc.2013,All Rights Reserved MICHAEL R.WARNER �cxeD WILLMAR,MN CHASKA,MN RAMSEY,MN MAPLEWOOD,MN LIFT STATION SITE PLAN H:\LKELMN\N15106424\=\106424C601.dw 10/26/20131:52:46PM 44693 10/28/2013 cJRR BAXTER,MN ROCHESTER,MN AMES,IA SPENCER,IA Erl