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�I <br />aIY <br />1Q INCLUDES COORDINATION 1MTH UTILITY COMPANIES <br />Q INCLUDES ADJUSTING RINGS <br />© ASSUMES 4" OF EXCAVATION IN BOULEVARD AREAS <br />No. Date Revisions App. DRAWING NAME <br />HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION <br />CITY OF NEW BRIGHTON <br />S.A.P. 147-020-040, 062-619-033 <br />SHEET NO. <br />STATEMENT OF ESTIMATED QUANTITIES <br />I p� >>� Q <br />Ie <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />�� Clt Of COUNTY ROAD F/ 10TH STREET NW <br />NEW STREET REHABILITATION <br />S.A.P. 147-020-041, 062-677-028 <br />DRAWN BY: LBM <br />VVV f 7 <br />BRGHrON CITY PROJECT 15-1 <br />TOTAL QUANTITY <br />SAP. 147-02P040 <br />PARTICIPATING STORM SEWER <br />S.A. P. 062-619-033 <br />PARTICIPATING PARTICIPATING <br />SAP. 147-020-041 <br />STORM SEWER <br />LANDSCAPING <br />SAP. 062-677-028 <br />PARTICIPATING <br />PARTICIPATING <br />S.A.P. 147-121-005 <br />STORM SEWER <br />LANDSCAPING <br />S.A.P. 147-109-002 <br />PARTICIPATING STORM SEWER <br />SA P. 147-110-011 <br />PARTICIPATING STORM SEWER <br />NON -PARTICIPATING (CITY <br />OF NEW BRIGHTON) <br />ITEM NO. <br />ITEM DESCRIPTION <br />UNIT <br />ESTIMATED <br />NOTES_ <br />^"2185ry <br />ESTIMATED ESTIMATED <br />ESTIMATED <br />ESTIMATED <br />^"125'ry <br />ESTIMATED <br />ESTIMATED <br />ESTIMATED <br />^"1275ry <br />ESTIMATED <br />^"150'ry <br />ESTIMATED <br />ESTIMATED <br />ESTIMATED ESTIMATED <br />^"1351N <br />ESTIMATED ESTIMATED <br />^"500'ry <br />ESTIMATED QUANTITY <br />2521.501 <br />6" CONCRETE WALK <br />SQ FT <br />2521.618 <br />4" CONCRETE WALK SPECIAL(ADDL WORK) <br />SQ FT <br />5665 <br />265 <br />3900 <br />1500 <br />2521.618 <br />6" CONCRETE WALK SPECIAL(ADDL WORK) <br />SQ FT <br />700 <br />700 <br />2531.501 <br />CON CRETE CURB& GUTTER DESIGN B612 <br />UN FT <br />265 <br />225 <br />40 <br />2531501 <br />CONCRETECURB&GUTTER DESIGN B618 <br />UN FT <br />1605 <br />1000 <br />490 <br />115 <br />2531.501 <br />CONCRETECURB&GUTTER DESIGN B624 <br />UN FT <br />2175 <br />365 <br />450 <br />300 <br />1060 <br />2531.507 <br />6" CONCRETE DRIVEWAY PAVEMENT <br />SQ YD <br />320 <br />30 <br />125 <br />105 <br />60 <br />2531.603 <br />CONCRETE CURB& GUTTER DESIGN B612 OUTFALL <br />UN FT <br />250 <br />250 <br />2531.603 <br />CONCRETECURB&GUTTER DESIGN B612OUTFALL-MOD NOTCH <br />UN FT <br />750 <br />750 <br />2531.618 <br />TRUNCATED DOMES <br />SQ FT <br />146 <br />16 <br />76 <br />40 <br />14 <br />2540.602 <br />UMESTONE PYLON <br />EACH <br />4 <br />4 <br />2545511 <br />UGHTING UN ITTYPE SPECIAL <br />EACH <br />6 <br />6 <br />2545.511 <br />UGHTING UN ITTYPE SPECIAL I <br />EACH <br />2 <br />2 <br />2545.511 <br />UGHTING UN ITTYPE SPECIAL 2 <br />EACH <br />3 <br />3 <br />2545.513 <br />LUMI NAI RE TYPE SPECIAL <br />EACH <br />35 <br />35 <br />2545.515 <br />UGHT FOUNDATION DESIGN E MODIFIED <br />EACH <br />15 <br />15 <br />2545.523 <br />2"NON-METAWC CONDUIT <br />UN FT <br />2100 <br />2100 <br />2545.523 <br />2" NON-METALLIC CONDUIT(DIRECTIONAL BORE) <br />UN FT <br />175 <br />175 <br />2545.531 <br />UNDERGROUNDWIRE ICOND NO 4 <br />UN FT <br />15750 <br />15750 <br />2545.531 <br />UNDERGROUND WIRE I COND NO 8 <br />UN FT <br />2625 <br />2625 <br />2545531 <br />UNDERGROUND.WIRE ICOND NO 10 <br />UN FT <br />1875 <br />1875 <br />2545.531 <br />UNDERGROUND WIRE I COND NO 12 <br />UN FT <br />4475 <br />4475 <br />2545.553 <br />HANDHOLE <br />EACH <br />3 <br />3 <br />2545.602 <br />ADIUSTGASVALVE <br />EACH <br />2 <br />2 <br />2545.602 <br />INSTALL UGHT STAN DARD <br />EACH <br />7 <br />7 <br />2545.602 <br />MODI FY FEED POI NT <br />EACH <br />1 <br />1 <br />2557.603 <br />INSTALLCHAIN LINK FENCE <br />UN FT <br />88 <br />88 <br />2557.603 <br />INSTALL WOODEN FENCE <br />LN FT <br />60 <br />60 <br />2557.603 <br />ORNAMENTAL FENCE DESIGN SPECIAL <br />UN FT <br />43 <br />43 <br />2563.601 <br />TRAFFICCONTROL <br />LUMP SUM <br />1 <br />0.05 <br />0.4 <br />0.3 <br />0.12 <br />0.13 <br />2564.531 <br />SIGN PANELS TYPE C <br />SQ FT <br />122 <br />48.5 <br />46.5 <br />27 <br />2564.531 <br />SIGN PANELS TYPED <br />SQ FT <br />64 <br />64 <br />2564.537 <br />I NSTALL SIGN TYPE C <br />EACH <br />14 <br />4 <br />2 <br />8 <br />2565.511 <br />TRAFFIC CONTROL SIG NAL SYSTEM <br />SIG SYS <br />10.25 <br />0.25 <br />0.5 <br />2565.616 <br />PEDESTRIAN CROSSWALK FLASHER SYSTEM <br />SYSTEM <br />1 <br />1 <br />2571.502 <br />DECI DUOUS TREE 2.5' B&B <br />TREE <br />31 <br />31 <br />2571.503 <br />ORNAMENTAL TREE 2" CAL B&B <br />TREE <br />3 <br />3 <br />2571504 <br />CON IFEROUS SHRUB 5'HT CONT <br />SHRUB <br />63 <br />63 <br />2571.507 <br />PEREN NIAL NO I CONT <br />PLANT <br />292 <br />179 <br />113 <br />2571.507 <br />ORNAMENTAL GRASS NO I CONT <br />PLANT <br />95 <br />95 <br />2571.507 <br />ORNAMENTAL GRASS NO 2 CONT <br />PLANT <br />99 <br />99 <br />2573.502 <br />SILT FENCE, TYPE MS <br />LN FT <br />560 <br />150 <br />410 <br />2573.505 <br />FLOTATION SILT CURTAIN TYPE STILLWATER <br />UN FT <br />75 <br />75 <br />2573.530 <br />STORM DRAIN INLETPROTECTION <br />EACH <br />51 <br />7 <br />8 <br />13 <br />2 <br />11 <br />10 <br />2573.535 <br />STABILZEDCONSTRUCTION EXIT <br />LUMP SUM <br />1 <br />0.33 <br />0.33 <br />0.34 <br />2574.525 <br />COMMON TOPSOIL BORROW <br />CU YD <br />875 <br />20 <br />100 <br />160 <br />45 <br />550 <br />2575.505 <br />SODDING TYPE LAWN <br />SQ YD <br />1720 <br />150 <br />800 <br />470 <br />260 <br />40 <br />2575.508 <br />FERTIUZER TYPEI <br />POUND <br />12 <br />9 <br />3 <br />2575.513 <br />MULCH MATER IALTYPE 6 <br />CU YD <br />50 <br />28 <br />22 <br />2575.523 <br />EROSION CONTROL BLANKETS CATEGORY 3 <br />SQ YD <br />800 <br />800 <br />2575.570 <br />RAPI D STABILIZATION METHOD 2 <br />ACRE <br />0.25 <br />0.25 <br />2575.602 <br />INSTALL BENCH <br />EACH <br />1 <br />1 <br />2575.604 <br />HYDROS EEDI NG, MULCH, FERTI UZER AND SEED MIXTURE 25-151 <br />SQ YD <br />900 <br />900 <br />2582.501 <br />PAVT MSSG(LT ARROW) EP OXY <br />EACH <br />10 <br />4 <br />4 <br />2 <br />2582.501 <br />PAVT MSSG IRT AR ROW EPDXY <br />EACH <br />4 <br />1 <br />2 <br />1 <br />2582.501 <br />PAVT MSSG(RR XING) EPDXY <br />EACH <br />1 <br />1 <br />2582.501 <br />PAVT MSSG(THRU ARROW) EPDXY <br />EACH <br />1 <br />1 <br />2582.502 <br />8" DOTTED LI NE WHITE -PAINT <br />UN FT <br />316 <br />316 <br />2582.502 <br />4"SOLIDLINE WHITE-EPDXY <br />LN FT <br />2720 <br />519 <br />391 <br />1810 <br />2582.502 <br />24"SOLDUNEYELLOW-EPDXY <br />UN FT <br />48 <br />48 <br />2582.502 <br />4" BROKEN LINE WHITE-EPDXY <br />UN FT <br />912130 <br />782 <br />2582.502 <br />4' SOLD LINE YELLOW-EPDXY <br />LN FT <br />1552 <br />391 <br />1161 <br />2582.502 <br />4" DOUBLE SOLD LINE YELLOW-EPDXY <br />LN FT <br />1375 <br />291 <br />692 <br />392 <br />2582.503 <br />CROSSWALK MARKING -POLY PREFORM <br />SQ FT <br />900 <br />828 <br />72 <br />1Q INCLUDES COORDINATION 1MTH UTILITY COMPANIES <br />Q INCLUDES ADJUSTING RINGS <br />© ASSUMES 4" OF EXCAVATION IN BOULEVARD AREAS <br />No. Date Revisions App. DRAWING NAME <br />HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION <br />CITY OF NEW BRIGHTON <br />S.A.P. 147-020-040, 062-619-033 <br />SHEET NO. <br />x16O539005_SEQ01.dwg <br />i DESIGNED BY. LBM <br />I p� >>� Q <br />Ie <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />�� Clt Of COUNTY ROAD F/ 10TH STREET NW <br />NEW STREET REHABILITATION <br />S.A.P. 147-020-041, 062-677-028 <br />DRAWN BY: LBM <br />VVV f 7 <br />BRGHrON CITY PROJECT 15-1 <br />S.A.P. 147-121-005 <br />CHECKED BY: EJF"°"f"� <br />J <br />2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAUL, MN 55114 <br />aos om xynwey a <br />2+w �aWan W bbf 18 <br />ERIC J. FOSMO, PE <br />DATE: 1/15/2015 MN LIC. NO. 48761 <br />C P 15-1 <br />�_ DATE: 1 /15/2015 <br />PHONE: 651-645-4197 <br />WWW.KIMLEY-HORN.GOM <br />(861) esa-lobo <br />STATEMENT OF ESTIMATED QUANTITIES <br />Q <br />U <br />PROJECT NO. 160539005 <br />y <br />