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HomeMy WebLinkAbout2004-152 Council Resolution• • • CITY OF LINO LAKES RESOLUTION NO. 04 -152 RESOLUTION APPROVING CHANGE ORDER NO.1 AND PAYMENT REQUEST NO. 2 — HOLLY DRIVE IMPROVEMENTS PROJECT. WHEREAS, the construction of the project has commenced, AND WHEREAS, design changes were desired as a result of further analysis of the watermain system and consideration of long term water supply and distribution needs, AND WHEREAS, a complete breakdown is spelled out in the Change Order; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: Change Order No.1 resulting in an increase of $59,899.61 bringing the contract amount to $884,086.31 and Pay Request No. 2 in the amount of $304,127.09 is approved for the Holly Drive Improvements Project. Adopted by the Lino Lakes City Council this 25th day of October 2004. Ann J. BI i , City Clerk Joh,/ . Bergson, Mayor • • • AGENDA ITEM 6G STAFF ORIGINATOR: James E. Studenski, City Engineer COUNCIL MEETING DATE: October 25, 2004 TOPIC: Resolution No. 04 -152, Approving Change Order No. 1 and Payment Request No. 2, Holly Drive Improvements Project VOTE REQUIRED: 3/5 Vote Required BACKGROUND: At the July 26, 2004 meeting, City Council awarded the Holly Drive Improvements contract to W.B. Miller in the amount of $824,186.70. The Change Order addresses the installation of an additional watermain loop between Cassiopea Court and Cripple Creek Pass, as requested by Public Works. This additional main will assist in providing improved circulation and pressure for the water system in this portion of the City, particularly as further future development occurs. This results in an additional cost of $59,899.61, and essentially includes the installation of over 1,330 feet of 8 -inch diameter pipe, connections, valves, fittings, and any restoration not already included within the Holly Drive contract. A complete breakdown is spelled out in the attached Change Order. It is staffs recommendations to approve Change Order No. 1, which results in a total project cost of $884,086.31 and authorize Payment No. 2 in the amount of $304,127.09. OPTIONS: 1. Return to staff for further review. 2. Adopt Resolution Number 04 -152, approving Change Order No.1 and Payment Request No. 2 for the Holly Drive Improvements Project. 3. Not adopt Resolution No. 04 -152. RECOMMENDATION: Option No. 2 - Staff recommends adoption of Resolution Number 04 -152. .TKDA ENGINEERS • ARCHITECTS • PLANNERS 1500 Piper Jaffrey Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292-4400 (651) 292 -0083 Fax www.tkda.com Comm. No. 12623 -02 Cert. No. 2 St. Paul, MN, October 4 , 20 04 To City of Lino Lakes, Minnesota This Certifies that W.B. Miller, Inc. For Holly Drive Improvements Owner , Contractor Is entitled to Three Hundred Four Thousand One Hundred Twenty -Seven Dollars and 09/100 -($ 304,127.09 ) being 2nd estimate for partial payment on contract with you dated July 26 , 2004 Received payment in full of above Certificate. TKDA ., W.B. Miller, Inc. , 20 Scott A. Brink, P.E. RECAPITULATION OF ACCOUNT -47- CONTRACT PLUS EXTRAS PAYMENTS CREDITS Contract price plus extras $ 824,186.70 All previous payments $ 73,424.73 All previous credits Extra No. Change Order No. 1 $ 59,899.61 „ „ „ „ It „ Credit No. $ _ „ „ „ II „ It „ AMOUNT OF THIS CERTIFICATE $ 304,127.09 Totals $ 884,086.31 $ 377,551.82 $ - Credit Balance $ - There will remain unpaid on contract after payment of this Certificate .. $ 506,534.49 $ 884,086.31 $ 884,086.31 $ - -47- • • TKDA Engineers - Architects - Planners Saint Paul, Minnesota 55101 PERIODICAL ESTIMATE FOR PARTIAL PAYMENTS Estimate No. 2 Period Ending October 1 , 20 04 Page 1 of 1 Comm. No. 12623 -01 Contractor W.B. Miller. Inc. Original Contract Amount $824,186.70 Project Holly Drive Improvements Location City of Lino Lakes, Minnesota Total Contract Work Completed Total Approved Credits' Total Approved Extra Work Completed $ 0.00 Approved Extra Orders Amount Completed Total Amount Earned This Estimate 397,422.97 $ 0.00 $ 0.00 $ 397,422.97 Less Approved Credits $ 0.00 Less 5 % Retained $ 19,871.15 Less Previous Payments $ 73,424.73 Total Deductions $ 93,295.88 Amount Due This Estimate $ 304,127.09 . Contractor Date Millpr,.Inc:.. Engineer / - Date October 4, 2004 cott A. Brink, ESTIMATE NO.2 S HOLLY DRIVE IMPROVEMENTS CITY OF LINO LAKES, MINNESOTA COMMISSION NO. 12623 -02 PERIOD ENDING: October 1, 2004 ITEM MN /DOT CONTRACT QUANTITY UNIT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE HOLLY DRIVE IMPROVEMENTS 1 2011.602 REMOVE & RESET EXISTING PROPERTY IRONS EA 21.0 - $ 110.00 $ - 2 2021.501 MOBILIZATION LS 1.0 0.3 $ 16,000.00 $ 4,000.00 3 2101.502 CLEARING TR 200.0 230.0 $ 160.00 $ 36,800.00 4 2101.507 GRUBBING TR 215.0 245.0 $ 105.00 $ 25,725.00 5 2104.501 REMOVE PIPE CULVERT (CMP,CPP) LF 258.0 258.0 $ 3.70 $ 954.60 6 2104.501 REMOVE PIPE CULVERT (RCP) LF 308.0 308.0 $ 4.75 $ 1,463.00 7 2104.501 REMOVE SEWER PIPE (STORM) LF 39.0 39.0 $ 4.75 $ 185.25 8 2104.501 REMOVE CONCRETE CURB & GUTTER LF 154.0 48.0 $ 4.25 $ 204.00 9 2104.503 REMOVE CONCRETE DRIVEWAY PAVEMENT SF 772.0 - $ 5.25 $ 10 2104.505 REMOVE BITUMINOUS SURFACING (STREET & DRIVEWAY) SY 11,527.0 9,971.50 $ 9.45 $ 94,230.68 11 2104.509 REMOVE CATCH BASIN EA 2.0 - $ 105.00 $ 12 2104.511 SAWCUT CONCRETE PAVEMENT (FULL DEPTH) LF 42.0 - $ 4.20 $ 13 2104.513 SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) LF 292.0 198.0 $ 3.65 $ 722.70 14 2104.521 SALVAGE & REINSTALL WIRE FENCE LF 130.0 - $ 4.25 $ 15 2104.521 SALVAGE & REINSTALL WOOD FENCE LF 106.0 106.0 $ 12.50 $ 1,325.00 16 2104.523 SALVAGE & RELOCATE MAIL BOX WITH SUPPORT EA 5.0 - $ 95.00 $ - 17 2104.523 SALVAGE SIGN (INCL. POST & ASSEMBLY) EA 11.0 - $ 78.00 $ 18 2105.501 COMMON EXCAVATION (P) CY 6,742.0 3,000.0 $ 7.85 $ 23,550.00 19 2105.501 POND EXCAVATION (P) CY 132.0 420.0 $ 10.25 $ 4,305.00 20 2105.507 SUBGRADE EXCAVATION CY 4,000.0 1,638.0 $ 6.30 $ 10,319.40 21 2105.522 SELECT GRANULAR BORROW (CV) CY 4,000.0 1,638.0 $ 12.00 $ 19,656.00 22 2105.525 TOPSOIL BORROW (LV) CY 1,036.0 $ 10.50 $ •23 2123.610 EXPLORATORY DIGGING HR 5.0 $ 110.00 $ 24 2211.501 AGGREGATE BASE, CLASS 5 FOR STREET, TRAIL, & DRIVEWAY (100% CRUSHED) TN 9,485.0 1,060.29 $ 0.10 $ 106.03 25 2350.501 TYPE LV 4 WEARING COURSE MIXTURE FOR STREET (C) TN 1,765.0 $ 40.25 $ 26 2350.501 TYPE LV 4 WEARING COURSE MIXTURE FOR TRAIL (C) TN 549.0 $ 47.00 $ 27 2350.502 TYPE LV 3 NON - WEARING COURSE MIXTURE FOR STREET (C) TN 1,765.0 $ 39.25 $ 28 2350.503 TYPE LV 4 WEARING COURSE MIXTURE FOR DRIVEWAYS (C) (2" THICK) SY 291.0 - $ 11.50 $ 29 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 685.0 - $ 1.50 $ 30 2451.609 1.5" CRUSHED ROCK (TRENCH STABILIZATION) TN 77.0 77.67 $ 26.50 $ 2,058.26 31 2501.515 15" RC PIPE APRON W/ TRASH GUARD EA 8.0 1.0 $ 1,175.00 $ 1,175.00 32 2501.515 18" RC PIPE APRON W/ TRASH GUARD EA 4.0 1.0 $ 1,230.00 $ 1,230.00 33 2501.515 21" RC PIPE APRON W/ TRASH GUARD EA 1.0 1.0 $ 1,580.00 $ 1,560.00 34 2501.515 27" RC PIPE APRON W/ TRASH GUARD EA 1.0 1.0 $ 2,000.00 $ 2,000.00 35 2502.602 10" PVC CLEANOUT INCL. CASTING ASSEMBLY EA 4.0 2.0 $ 470.00 $ 940.00 36 2502.602 12" PVC CLEANOUT INCL. CASTING ASSEMBLY EA 1.0 0.5 $ 630.00 $ 315.00 37 2503.511 10" PVC PIPE SEWER, SDR26 LF 928.0 813.0 $ 13.50 $ 10,975.50 38 2503.511 12" PVC PIPE SEWER, SDR26 LF 162.0 112.0 $ 16.75 $ 1,876.00 39 2503.541 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 508.0 350.0 $ 18.80 $ 6,580.00 40 2503.541 18" RC PIPE SEWER, DESIGN 3006 CLASS V LF 635.0 505.0 $ 21.00 $ 10,605.00 41 2503.541 21" RC PIPE SEWER, DESIGN 3006 CLASS III LF 60.0 52.0 $ 23.50 $ 1,222.00 42 2503.541 27' RC PIPE SEWER, DESIGN 3006 CLASSIII LF 35.0 43.0 $ 32.80 $ 1,410.40 43 2504.602 ADJUST VALVE BOX EA 4.0 - $ 110.00 $ - 44 2504.602 CONNECT TO EXISTING WATERMAIN EA 1.0 3.0 $ 1,050.00 $ 3,150.00 45 2504.602 RELOCATE HYDRANT AND GATE VALVE EA 1.0 1.0 $ 1,260.00 $ 1,260.00 46 2504.602 HYDRANT EA 1.0 3.0 $ 2,100.00 $ 6,300.00 47 2504.602 6" GATE VALVE & BOX EA 1.0 3.0 $ 500.00 $ 1,500.00 48 2504.602 16" GATE VALVE & BOX EA 1.0 2.0 $ 3,650.00 $ 7,300.00 49 2504.603 6" WATERMAIN DUCTILE IRON, CL. 52 LF 2.0 24.0 $ 52.00 $ 1,248.00 50 2504.603 16" WATERMAIN DUCTILE IRON, CL.52 LF 332.0 372.0 $ 42.00 $ 15,624.00 51 2504.604 4" POLYSTYRENE INSULATION SY 25.0 - $ 15.50 $ • 52 2504.608 DUCTILE IRON FITTINGS LB 643.0 1,173.0 $ 1.30 $ 1,524.90 53 2506.502 CONSTRUCT CATCH BASIN, TYPE 402 OVER EXIST. 15 "RCP EA 1.0 - $ 2,000.00 $ 54 2506.502 CONSTRUCT CATCH BASIN, TYPE 402 EA 10.0 6.0 $ 1,375.00 $ 8,250.00 55 2506.502 CONSTRUCT SLOTTED VANE DRAIN EA 8.0 - $ 1,200.00 $ 56 2506.502 CONSTRUCT 48" DIAMETER CATCH BASIN MANHOLE, TYPE 406 EA 6.0 5.0 $ 1,525.00 $ 7,625.00 57 2506.502 CONSTRUCT 48" DIAMETER MANHOLE, TYPE 409 EA 2.0 - $ 1,400.00 $ 58 2506.502 CONSTRUCT 48" DIAMETER MANHOLE, TYPE OUTFALL EA 1.0 1.0 $ 1,575.00 $ 1,575.00 59 2506.502 CONSTRUCT 72" DIAMETER MANHOLE, TYPE 409 EA 2.0 1.0 $ 3,200.00 $ 3,200.00 60 2506.502 CONSTRUCT 96" DIAMETER MANHOLE, TYPE ST - 4 9 - EA 5.0 5.0 $ 5,000.00 $ 25,000.00 61 2506.522 ADJUST FRAME AND RING CASTING (CB OR MN) EA 6.0 - $ 275.00 $ - •ESTIMATE NO. 2 HOLLY DRIVE IMPROVEMENTS CITY OF LINO LAKES, MINNESOTA COMMISSION NO. 12623 -02 PERIOD ENDING: October 1, 2004 ITEM MN /DOT CONTRACT QUANTITY UNIT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE 62 2506.602 RECONSTRUCT EXISTING MANHOLE EA 1.0 $ 650.00 $ - 63 2511.501 RANDOM RIPRAP CLASS III CY 54.0 40.5 $ 85.00 $ 3,442.50 64 2521.501 4" CONCRETE WALK SF 1,543.0 - $ 3.10 $ - 65 2531.501 CONCRETE CURB AND GUTTER DESIGN B418 LF 7,328.0 - $ 7.85 $ 66 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SY 100.0 - $ 37.00 $ 67 2531.618 TRUNCATED DOME SF 256.0 - $ 12.00 $ 68 2540.602 MAIL BOX SUPPORT EA 5.0 - $ 95.00 $ - 69 2563.601 TRAFFIC CONTROL LS 1.0 0.25 $ 2,500.00 $ 625.00 70 2564.531 SIGN PANELS TYPE C (F &I) SF 94.0 - $ 23.00 $ - 71 2564.531 SIGN PANELS TYPE D (F &I) SF 17.0 - $ 30.00 $ 72 2564.536 INSTALL SALVAGED SIGN (INCL. POST &ASSEMBLY) EA 11.0 - $ 100.00 $ 73 2564.603 PVMT MARK. 24" STOP LINE WHITE, POLY PREFORMED LF 142.0 - $ 15.25 $ 74 2564.603 PVMT MARK. 4" DOUBLE SOLID LINE YELLOW, PAINT LF 3,900.0 - $ 0.35 $ 75 2564.618 ZEBRA CROSSWALK WHITE, POLY PREFORMED SF 288.0 - $ 14.00 $ 76 2571.502 DECIDUOUS TREE (2" CAL, B &B) (HACKBERRY) TR 30.0 - $ 285.00 $ 77 2571.502 DECIDUOUS TREE (2" CAL, B &B) (RED OAK) TR 30.0 - $ 285.00 $ 78 2571.502 DECIDUOUS TREE (2" CAL, B &B) (SUGAR MAPLE) TR 30.0 - $ 285.00 $ - 79 2573.502 SILT FENCE, TYPE PREASSEMBLED LF 4,360.0 3,635.0 $ 2.25 $ 8,178.75 80 2573.602 STORM SEWER INLET PROTECTION EA 28.0 $ 110.00 $ - 81 2573.602 HAY BALE DITCH CHECK LF 90.0 $ 5.25 $ 82 2575.505 SODDING TYPE SALT RESISTANT SY 11,490.0 $ 2.35 $ 83 2575.604 EROSION CONTROL BLANKET, CATEGORY 1 (WOOD FIBER BLANKET) SY 3,809.0 $ 1.60 $ 084 2575.605 SEEDING (INCL. SEED MIX 50B OR 60B, FERTILIZER, MULCH & DISC ANCHORING) ACRE $ 3,000.00 $ SUBTOTAL ESTIMATE NO. 2 $ 361,296.97 CHANGE ORDER NO. 1 1 CO1 ADD WATERMAIN (CASSIOPEIA COURT TO HOLLY COURT) CONNECT TO EXISTING WATERMAIN EA 1.0 - $ 1,050.00 $ HYDRANT EA 2.0 - $ 2,100.00 $ 6" GATE VALVE AND BOX EA 2.0 - $ 500.00 $ 8" GATE VALVE AND BOX EA 3.0 - $ 850.00 $ 6" WATERMAIN DUCTILE IRON CL 52 LF 50.0 - $ 52.00 $ 8" WATERMAIN DUCTILE IRON CL 52 LF 1,330.0 1,338.0 $ 27.00 $ 36,126.00 DUCTILE IRON FITTINGS LB 749.0 - $ 1.30 $ SUBTOTAL ITEM NO. 1 $ 36,126.00 2 CO1 MINERAL POINT CONNECTION SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) LF 194.0 $ 3.65 $ REMOVE BITUMINOUS PAVEMENT (STREET) SY 280.0 $ 9.45 $ AGGREGATE BASE, CLASS 5 TN 48.5 $ 0.10 $ TYPE LV4 WEARING COURSE TN 25.1 - $ 40.25 $ TYPE LV4 NON - WEARING COURSE TN 33.5 - $ 39.25 $ BITUMINOUS MATERIAL FOR TACK COAT GAL 14.0 - $ 1.50 $ CONNECT TO EXISTING WATERMAIN EA 1.0 - $ 1,050.00 $ 8" WATERMAIN DUCTILE IRON CL 52 LF 180.0 - $ 27.00 $ SUBTOTAL ITEM NO. 2 $ SUBTOTAL CHANGE ORDER NO. 1 $ 36,126.00 TOTAL ESTIMATE NO. 2 $ 397,422.97 • CHANGE ORDER TKDA Engineers- Architects - Planners Saint Paul, MN August 30 20 04 Comm. No. 12623 -02 Change Order No. 1 To W.B. Miller. Inc. for Holly Drive Improvements for City of Lino Lakes. Minnesota You are hereby directed to make the following change to your contract dated July 26 , 20 04 . The change and the work affected thereby is subject to all contract stipulations and covenants. This Change Order will (decreacc) (increase) (net-elaaiagc) the contract sum by Fifty-Nine Thousand Eight Hundred Ninety -Nine Dollars and 61/100 .... $ 59.899.61 This change order provides for changes in the work of this contract according to the attached itemization. • NET CHANGE = Amount of Original Contract Additions approved to date (Nos. Deductions approved to date (Nos. Contract amount to date Amount of this Change Order (Add) Revised Contract Amount Approved City of Lino Lakes, Minnesota TKDA Owner By By • Approved W..B. Miller. Inc. By Contractor - 5 1 - $ 59,899.61 $ 824,186.70 $ 824,186.70 $ 59,899.61 $ 884,086.31 Scott A. Brink, P.E. White - Owner Pink - Contractor Blue - TKDA •ANGE ORDER NO. 1 HOLLY DRIVE IMPROVEMENTS CITY OF LINO LAKES, MINNESOTA COMMISSION• NO. 12623 -02 DATE: August 25, 2004 ITEM UNIT NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT CHANGE ORDER NO. 1 1 ADD WATERMAIN (CASSIOPEIA COURT TO HOLLY COURT) CONNECT TO EXISTING WATERMAIN EA 1.0 $ 1,050.00 $ 1,050.00 HYDRANT EA 2.0 $ 2,100.00 $ 4,200.00 6" GATE VALVE AND BOX EA 2.0 $ 500.00 $ 1,000.00 8" GATE VALVE AND BOX EA 3.0 $ 850.00 $ 2,550.00 6" WATERMAIN DUCTILE IRON CL 52 LF 50.0 $ 52.00 $ 2,600.00 8" WATERMAIN DUCTILE IRON CL 52 LF 1,330.0 $ 27.00 $ 35,910.00 DUCTILE IRON FITTINGS LB 749.0 $ 1.30 $ 973.70 SUBTOTAL $ 48,283.70 2 MINERAL POINT CONNECTION SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) LF 194.0 $ 3.65 $ 708.10 REMOVE BITUMINOUS PAVEMENT (STREET) SY 280.0 $ 9.45 $ 2,646.00 AGGREGATE BASE, CLASS 5 TN 48.5 $ 0.10 $ 4.85 TYPE LV4 WEARING COURSE TN 25.1 $ 40.25 $ 1,011.08 •TYPE LV4 NON - WEARING COURSE TN 33.5 $ 39.25 $ 1,314.88 BITUMINOUS MATERIAL FOR TACK COAT GAL 14.0 $ 1.50 $ 21.00 CONNECT TO EXISTING WATERMAIN EA 1.0 $ 1,050.00 $ 1,050.00 8" WATERMAIN DUCTILE IRON CL 52 LF 180.0 $ 27.00 $ 4,860.00 SUBTOTAL $ 11,615.91 TOTAL CHANGE ORDER NO. 1 $ 59,899.61 • Q1 91U 900 890 880 870 Fed FINIS" TEE, 6" GATE �TIVALVE & BOX. 2LF -GliP, CL52 WATERMAN REMOVE EXIST. PLUG. CONNECT TO EXIST. I6" TVATERMAN, FM 113N10-TEE 18" GATE IiAI.VE & BOX. 16 "00" 50105511. B• GATE VALVE & BOX. Fed 8'x6" 775�5E,, I6LF -8'DIP CL52 WATERMAN. 6• GATE VALVE & BOX. . HYDRANT \I F &1 B"NB" TEE. B" GATE VALVE & I0( 1 1851r- 11"01P, CL VSTERMA81, CONNECT 10 EXISJ? WATERMAN I0 IM RB �In PROFILE E • F&I 16" PLUG .13 12 • HOLLY DRIVE i I e 1 ----------- 7/1 100 150 VTa •��te 910 900 - eL- 62- Y+AIEU 890 a4,rPa:.i. 880 - -- - -- 870 40 1 42 4 3 4 45 46 47 48 49 50 51 1/551 1 OA1E 80.1 55A510E ORDER 11 BY MMIM 105 R REMO. !IMMO MN. ROB RDJ unCnm 050 w1E COMM 1151 MB IYM,.S MIMEO 0An Mg uY �p 1MROr _ p H a , _ B r M loon xo. 17857 TKDA ENGINEERS •ARCHITECTS • PIANNERS LINO LAKES HOLLY DRIVE STREET IMPROVEMENTS MINNESOTA 52 53 54 HOLLY DRIVE Cripple Crk.Po.to S.Traipere X —In WATERMAN 12623 -02 SHEET NO. 10 OF 31 SHEETS S.A.P. 210 -109 -0 COMIMM w F&I 5' -22.5 BEND, 8'- 11.25' BEND • Fad F66 TEE, 20 GATE VALVE & BOOXTERMAIN. -61:115. CL52 X. REMOVE CONNECT PLUG F&I B' GA B�— .B•W & BOX, +r1 $ SSA HOLLY DRIVE .40 GROS J eNY r 1 18 SALVAGE HYDRANT RET ATE EXIVE. S DIRE GALE VALVE GI EEi BY 7HE ENGINEER. 17 DYAL 2 Linn ONE anon MONO 2" MIN. 4 L WIMP .Y cans PPM ;; 2 TRAPPY°S CF 8 50 ioo 158 MU 51 FEET HOLLY DRIVE cn 11=. 910 900 890 S 1114112r (511 12.91) G10551NC .7R7 �✓ 95 SAM —+1 910 900 890 880 870 880 870 1 5 2 5 3 54 55 56 5 7 5 8 5 9 VAN DATE RDJ BY OUNCE ORDER 11 •.• DEtwRRDN OE BENSONS OEROJ aRIM CAMEO SAB TKDA ENGINEERS *ARCHITECTS •PLANNERS HOLLY DRIVE STREET IMPROVEMENTS UNO LAKES MINNESOTA HOLLY DRIVE S.Trappers Xing to Cassiopeia Ct. WATERMAIN SHEET NO. 10A OF 31 SHEETS C A D .f1 /Y.1 no_nF LINVISSIOR 110. 12623 -02 1 1 i 1 1�� MATCHLINE_ I- 1 3 1 4 . ry +r1 $ SSA HOLLY DRIVE .40 GROS J eNY r 1 18 SALVAGE HYDRANT RET ATE EXIVE. S DIRE GALE VALVE GI EEi BY 7HE ENGINEER. 17 DYAL 2 Linn ONE anon MONO 2" MIN. 4 L WIMP .Y cans PPM ;; 2 TRAPPY°S CF 8 50 ioo 158 MU 51 FEET HOLLY DRIVE cn 11=. 910 900 890 S 1114112r (511 12.91) G10551NC .7R7 �✓ 95 SAM —+1 910 900 890 880 870 880 870 1 5 2 5 3 54 55 56 5 7 5 8 5 9 VAN DATE RDJ BY OUNCE ORDER 11 •.• DEtwRRDN OE BENSONS OEROJ aRIM CAMEO SAB TKDA ENGINEERS *ARCHITECTS •PLANNERS HOLLY DRIVE STREET IMPROVEMENTS UNO LAKES MINNESOTA HOLLY DRIVE S.Trappers Xing to Cassiopeia Ct. WATERMAIN SHEET NO. 10A OF 31 SHEETS C A D .f1 /Y.1 no_nF LINVISSIOR 110. 12623 -02 >: SEE SHEET 12 1 PROPOSED CONSTRUCTION I1I " 1 __- p. Li 11 0 I.n+El. - SCALE m TEET i5D S. TRAPPERS CROSSING 0 0 0 — D RDJ OT CHARGE ORDER JE DESCRPOOR Di REASONS DESIDR,.D OR. ROJ ROJ EK[kE0 SAO PP K�OR UORCCf MAR WS PREMED ID TO1 Di rc ....�'..:L�e, O. SS 17651 TKDA ENGINEERS• ARCHITECTS• PLANNERS HOLLY DRIVE STREET IMPROVEMENTS LINO LAKES MINNESOTA 910 900 890 880 870 S. TRAPPERS CROSSING �A65A" Holly Dr. to Mineral Point STREET 12623 -02 SHEET NO. 12A OF 31 SHEETS S.A.P. 210 - 109 -0