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2013-07-31_2013_MILL_&_OVERLAY= EXISTING UTILITY LOCATIONS E THE CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND UTILITY = LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. ALL INPLACE A UTILITIES MAY NOT BE SHOWN ON THIS PLAN & THOSE THAT ARE SHOWN, MAY NOT BE SHOWN IN THE EXACT LOCATIONS. OF PUBLIC WORKS & ENGINEERING THE SUBSURFACE UTILITY INFORMATION IN THIS PLANSET IS UTILITY QUALITY LEVEL "D" AS DEFINED IN ASCE "STANDARD GUIDELINE FOR THE DEPICTION OF EXISTING SUBSURFACE UTILITY DATA ". coo 5755 COUNTRY CLUB ROAD ALL AMENDMENTS THERETO, SUPPLEMENTAL SPECIFICATIONS, AND THE GOPHER STATE ONE CALL: w 210 1- 800 - 252 -1166 LLaox "STANDARD UTILITIES SPECIFICATIONS FOR SANITARY SEWER, STORM DRAIN AND TY OF SHOREWOOD 2013 BITUMINOUS MILL & OVERLAY SHOREWOOD CITY PROJ. NO. 13 -05 TKDA PROD. NO. 15239.000 DRAWING INDEX SHEET DESCRIPTION 1 TITLE SHEET 2 LEGEND, TYPICAL SECTION & DETAILS 3 SHADY HILLS ROAD 4 SHORE ROAD/MCLAIN ROAD 5 SHADY LANEILIFT STATION DRIVEWAY I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA ERIC E. KLINGBEIL DATE 7/3112013 LIC. NO. 49826 SPECIFICATION REFERENCE x 444 Cedar Street, Suite 1500 CITY OF SHOREWOOD DEPARTMENTS THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION °° Saint Paul, MN 55101 OF PUBLIC WORKS & ENGINEERING "STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION ", DIVISIONS it & III, AND 651.292.4400 5755 COUNTRY CLUB ROAD ALL AMENDMENTS THERETO, SUPPLEMENTAL SPECIFICATIONS, AND THE ^r tkda.com SHOREWOOD, MN 55331 "STANDARD UTILITIES SPECIFICATIONS FOR SANITARY SEWER, STORM DRAIN AND TEA (952) 474 -3236 WATERMAIN INSTALLATIONS" AS PROPOSED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, 1999 EDITION. LEGEND EXIST. EDGE OF BIT. SURFACE EDGE OF DRIVEWAY PAVEMENT — — — EXIST. CONCRETE CURB ® EXIST. BUILDING EXIST. HYDRANT EXISTING CATCH BASIN ® ADJUST GATE VALVE & BOX o FURNISH, INSTALL & ADJUST MANHOLE CASTING & RINGS BITUMINOUS OVERLAY STORM SEWER GRATE MATCH EXISTING EDGES + -0" VARIES VARIES AT DRIVEWAYS +1/2 " -0" IN (6.5' TO 15') (65 TO 15') LAWN AREAS CURB & GUTTER (WHEN PRESENT) �R�ES 3' MIN. WIC �T' 1 1 f BITUMINOUS BERM (WHEN PRESENT) 2" (MAX.) 2360 TYPE SP 9.5 213 BITUMINOUS WEARING COURSE 2" AGGREGATE 2357 BITUMINOUS TACK COAT (0.05 GAL /SY) 2350 TYPE SP 9.5 2B BITUMINOUS LEVELING COURSE 2" AGGREGATE AS DIRECTED BY ENGINEER EXISTING BITUMINOUS MILL UP TO 2.0" (MAX.) DEPTH AT EDGES ENTIRE LENGTH OF STREET AND AT CONNECTIONS TO EXISTING STREETS. TAPER MILLING TO 0" DEPTH AT MACHINE WIDTH, MAXIMUM 8' WIDTH. MINIMIZE DEPTH OF MILL AT ALL POINTS (TYPICAL EACH EDGE) TYPICAL SECTION LIFT STRAPS o° REINFORCED CORNERS OPTIONAL �- OVERFLOW NEENAH FOUNDRY �. PORTS 2" LETTERING �y R -1642 LID LETTERED MANAGEABLE Q. 2 FOOT_ r "SANITARY SEWER" =,t (2) CONCEALED NF- 16420049B CONTAINMENT - E ' PICKHOLES PER ° o ° AREA ° 4 NF -23735 °° DUMPING °° STRAPS ° ° °° STORM TYPE "B" RECESSED ° INLET POCKETS 27 -5/8" NEENAH FOUNDRY 26" 1- 112 FRAME R -1642 T4 -7 -- USE INFI- SHIELDS TO SEAL CASTING, RINGS WITH MIT BARREL SECTION I- 33/ - ADJUSTMENT VARIES WITH EACH MH 357/8" IN SPECIFICATIONS: INLET PROTECTION BAG AS DESCRIBED IN DIV. 2 SEC. 2506.3 SANITARY SEWER CASTING I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED �' "'�1` 444 Cedar Street, Suite 1500 PROJECT NO. DESIGNED DRAWN BY ME OR UNDER MY DIRECT SUPERVISION AND THAI,, Saint Paul, MN 55101 2013 BITUMINOUS MILL AND OVERLAY 15239.000 PROFESSIONAL ENGINEER NS EEK DCK UNDER THE LAWS OFD THESTATEOF MINNESOTA LEGEND, TYPICAL SECTION E' � � 651.292.4400 &DETAILS m f;'i. RECORD NO. SHEET NO. O m E$ cHEOKEO tkda.com SHOREWOOD MINNESOTA I o "' ERIC E. KUNGBEIL O o EEK DATE 7/3112013 LIC. NO. 49826 NO. DATE BY DESCRIPTION OF REVISIONS ��� CLIENT NO. 13 -05 MSA NO. I �yc E 0 mo ^ m g c LL nab D STATEMENT OF ESTIMATED QUANTITIES ITEM NO. ITEM DESIGNED DRAWN EEK DCK CHECKED EEK UNIT QUANTITY SHADY HILLS ROAD SHADY HILLS ROAD MILL & BITUMINOUS OVERLAY 4. LANE CLOSURES SHALL ONLY OCCUR DURING DAYLIGHT HOURS. 2021.501 MOBILIZATION LS 1 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HR 14 2232.501 MILL BITUMINOUS SURFACE (UP TO 2 ") SY 3438 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE 28 TN 589 2360.502 TYPE SP NON- WEARING COURSE MIXTURE 2B TN 295 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GA 247 2504.602 ADJUST GATE VALVE & BOX EA 7 2104.509 REMOVE CASTING (SANITARY MANHOLE) EA 7 2506.516 FURNISH CASTING (SANITARY MANHOLE) EA 7 2506.521 INSTALL CASTING (SANITARY MANHOLE) EA 7 2506.522 ADJUST MANHOLE FRAME, RING & CASTING (STORM SEWER) EA 2 2104.523 SALVAGE & REINSTALL MAILBOX EA 15 25634601 TEMPORARY TRAFFIC CONTROL LS 1 2575.505 SODDING, TYPE LAWN (INCLUDING TOPSOIL & FERTILIZER) SY 860 KEY NOTES 0INSTALL NEW SAN. MH CASTINGS WITH NEW CONCRETE ADJUSTMENT RINGS AND INFI- SHIELDS 0.05' BELOW NEW BITUMINOUS �DADJUST GATE VALVE & BOX TO 0.05' BELOW NEW BITUMINOUS OVERLAY (3 ADJUST FRAME AND RINGS (STORM SEWER) SHADY HILLS ROAD 0 50 100 150 SCALE IN FEET GENERAL NOTES: DESIGNED DRAWN EEK DCK CHECKED EEK I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED.:: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA = 444 Cedar Street, Suite 1500 Saint Paul, MN 55101 651.292.4400 -' ri. tkda.com T�mA SHADY HILLS ROAD MILL & BITUMINOUS OVERLAY 4. LANE CLOSURES SHALL ONLY OCCUR DURING DAYLIGHT HOURS. I. MILL UP TO 2" DEPTH ANDS 3' MINIMUM WIDTH \ \ RECORD NO. SHEETNO. 3 EACH SIDE AND AT ALL STREET CONNECTIONS. 5. PROTECT & MAINTAIN ALL BITUMINOUS CURB. DATE E ICE. 01LINGBEIL C.NG. aeazs 2. ALL TRAFFIC CONTROL DEVICES AND LAYOUTS NO. DATE BY DESCRIPTION OF REVISIONS 6. INSTALL BITUMINOUS CURB TAPER AT ALL SHALL CONFORM TO THE MMUTCD, INCLUDING EXISTING CONCRETE CURB. THE TEMPORARY TRAFFIC CONTROL ZONE FIELD LAYOUTS MANUAL. 7. ALL DISTURBED GREEN AREAS SHALL RECEIVE 2' \ \ \ Z x 3. ALL TRAFFIC CONTROL DEVICES THAT ARE NOT OF SOD WITH 6" OF TOP SOIL. \ \ \ CONSISTENT WITH TRAFFIC OPERATION SHALL REMOVED BE OR SHADY HILLS ROAD DR CTTEDRBY THE 0 50 100 150 SCALE IN FEET DESIGNED DRAWN EEK DCK CHECKED EEK I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED.:: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA = 444 Cedar Street, Suite 1500 Saint Paul, MN 55101 651.292.4400 -' ri. tkda.com T�mA 2013 BITUMINOUS MILL AND OVERLAY SHOREWOOD MINNESOTA SHADY HILLS ROAD MILL & BITUMINOUS OVERLAY PROJECT NO. 15239.000 RECORD NO. SHEETNO. 3 DATE E ICE. 01LINGBEIL C.NG. aeazs NO. DATE BY DESCRIPTION OF REVISIONS CLIENT ND. 13 -05 MSA NO. I Oo m o q°" LLno' STATEMENT OF ESTIMATED QUANTITIES ITEM NO. ITEM 4. LANE CLOSURES SHALL ONLY OCCUR DURING I. MILL UP TO 2" DEPTH ANDS 3' MINIMUM WIDTH UNIT QUANTITY SHORE ROAD 2. ALL TRAFFIC CONTROL DEVICES AND LAYOUTS 6. INSTALL BITUMINOUS CURB TAPER AT ALL 2021.501 MOBILIZATION LS 1 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HR 5 2232.501 MILL BITUMINOUS SURFACE (UP TO 2 ") SY 1120 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE 23 TN 153 2360.502 TYPE SP NON- WEARING COURSE MIXTURE 2B TN 77 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GA 63 2104.509 REMOVE CASTING (SANITARY MANHOLE) EA 2 2506.516 FURNISH CASTING (SANITARY MANHOLE) EA 2 2506.521 IINSTALL CASTING (SANITARY MANHOLE) EA 2 2104.523 SALVAGE & REINSTALL MAILBOX EA 5 2563.601 ITEMPORARY TRAFFIC CONTROL LS 1 2575.505 ISODDING, TYPE LAWN (INCLUDING TOPSOIL & FERTILIZER) SY 226 KEY NOTES 1� INSTALL NEW SAN. MIT CASTINGS WITH NEW CONCRETE ADJUSTMENT RINGS AND INFI— SHIELDS 0.05' BELOW NEW BITUMINOUS 2O ADJUST GATE VALVE & BOX TO 0.05' BELOW NEW BITUMINOUS OVERLAY STATEMENT OF ESTIMATED QUANTITIES ITEM N0. ITEM 4. LANE CLOSURES SHALL ONLY OCCUR DURING I. MILL UP TO 2" DEPTH ANDS 3' MINIMUM WIDTH UNIT QUANTITY MCLAIN ROAD 2. ALL TRAFFIC CONTROL DEVICES AND LAYOUTS 6. INSTALL BITUMINOUS CURB TAPER AT ALL 2021.501 MOBILIZATION LS 1 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HR 4 2232.501 MILL BITUMINOUS SURFACE (UP TO 2 ") SY 884 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE 28 TN 162 2360.502 TYPE SP NON- WEARING COURSE MIXTURE 2B TN 81 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GA 68 2104.509 REMOVE CASTING (SANITARY MANHOLE) EA 2 2506.516 FURNISH CASTING (SANITARY MANHOLE) EA 2 2506.521 IINST ALL CASTING (SANITARY MANHOLE) EA 2 2104.523 ISALVAGE & REINSTALL MAILBOX EA 5 2563.601 JTLMPORARY TRAFFIC CONTROL LS 1 2575.505 ISODDING, TYPE LAWN (INCLUDING TOPSOIL & FERTILIZER) SY 191 GENERAL NOTES: 4. LANE CLOSURES SHALL ONLY OCCUR DURING I. MILL UP TO 2" DEPTH ANDS 3' MINIMUM WIDTH DAYLIGHT HOURS. EACH SIDE AND AT ALL STREET CONNECTIONS. 5. PROTECT & MAINTAIN ALL BITUMINOUS CURB. 2. ALL TRAFFIC CONTROL DEVICES AND LAYOUTS 6. INSTALL BITUMINOUS CURB TAPER AT ALL SHALL CONFORM TO THE MMUTCD, INCLUDING EXISTING CONCRETE CURB. THE TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL. 7. ALL DISTURBED GREEN AREAS SHALL RECEIVE 2' 3. ALL TRAFFIC CONTROL DEVICES THAT ARE NOT OF SOD WITH 6" OF TOP SOIL. CONSISTENT WITH TRAFFIC OPERATION SHALL BE COVERED, REMOVED OR REVISED AS DIRECTED BY THE ENGINEER (INCIDENTAL). SHEET NO. 4, SHOREROAD SCALE IN FEET O MCLAIN ROAD SCALE IN FEET DESIGNED DRAWN EEK DICK CHECKED EEK I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER` UNDER THE LAWS OF THE STATE OF MINNESOTA E _ -;: 444 Cedar Street, .Suite 1500 Saint Paul, MN 55101 R,. 651.292.4400 T: tkda.com TKDA 2013 BITUMINOUS MILL AND OVERLAY SHOREWOOD MINNESOTA SHADY HILLS ROAD SHADY LANE MILL &BITUMINOUS OVERLAY T NO. 9.000 H SHEET NO. 4, ERIC E. KLINGBEIL DATE 7/31/2013 LID. NO. 49826 NO. DATE BY DESCRIPTION OF REVISIONS CLIENT NO. 1 3-05 MSA NO. I sy� E O o ry STATEMENT OF ESTIMATED QUANTITIES ITEM NO. ITEM 4. LANE CLOSURES SHALL ONLY OCCUR DURING 1 . MILL UP TO 2" DEPTH ANDS 3' MINIMUM WIDTH UNIT QUANTITY SHADY ROAD 2. ALL TRAFFIC CONTROL DEVICES AND LAYOUTS 6. INSTALL BITUMINOUS CURB TAPER AT ALL 2021.501 MOBILIZATION LS 1 2121610 STREET SWEEPER (WITH PICKUP BROOM) HR 3 2232.501 MILL BITUMINOUS SURFACE (UP TO 2 ") SY 620 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE 2B TN 149 2360.502 TYPE SP NON- WEARING COURSE MIXTURE 2B TN 75 23576502 BITUMINOUS MATERIAL FOR TACK COAT GA 63 2504.602 ADJUST GATE VALVE & BOX EA 1 1 2104.509 REMOVE CASTING (SANITARY MANHOLE) EA 1 2506.516 FURNISH CASTING (SANITARY MANHOLE) EA 1 2506.521 INSTALL CASTING (SANITARY MANHOLE) EA 1 2104.523 SALVAGE & REINSTALL MAILBOX EA 6 2561601 TEMPORARY TRAFFIC CONTROL LS 1 25 /S.OUS JUUUIINU, iTrL LNVVN 1,11—LUUINb IU—IL GENERAL NOTES. ITEM NO. ITEM 4. LANE CLOSURES SHALL ONLY OCCUR DURING 1 . MILL UP TO 2" DEPTH ANDS 3' MINIMUM WIDTH DAYLIGHT HOURS. EACH SIDE AND AT ALL STREET CONNECTIONS. 5. PROTECT & MAINTAIN ALL BITUMINOUS CURB. 2. ALL TRAFFIC CONTROL DEVICES AND LAYOUTS 6. INSTALL BITUMINOUS CURB TAPER AT ALL SHALL CONFORM TO THE MMUTCD, INCLUDING EXISTING CONCRETE CURB. THE TEMPORARY TRAFFIC CONTROL ZONE 1 LAYOUTS FIELD MANUAL. 7. ALL DISTURBED GREEN AREAS SHALL RECEIVE 2' 3. ALL TRAFFIC CONTROL DEVICES THAT ARE NOT OF SOD WITH 6° OF TOP SOIL. CONSISTENT WITH TRAFFIC OPERATION SHALL MILL BITUMINOUS SURFACE (UP TO 2 ") BE COVERED, REMOVED OR REVISED AS 989 DIRECTED BY THE ENGINEER (INCIDENTAL). TYPE SP 9.5 WEARING COURSE MIXTURE 28 KEY NOTES 1� INSTALL NEW SAN. MIT CASTINGS WITH NEW CONCRETE ADJUSTMENT RINGS AND INFI— SHIELDS 0.05' BELOW NEW BITUMINOUS 2Z ADJUST GATE VALVE & BOX TO 0.05' BELOW NEW BITUMINOUS OVERLAY Q3 ADJUST FRAME AND RINGS (STORM SEWER) ® REMOVE AND REPLACE SPEED BUMP (INCIDENTAL) 05 PROPOSED BITUMINOUS SURFACE TO MATCH EXISTING AT LIFT STATION STATEMENT OF ESTIMATED QUANTITIES ITEM NO. ITEM DESIGNED DRAWN EEK DICK CHECKED; EEK UNIT QUANTITY LIFT STATION DRIVEWAY SHADY LANE MILL & BITUMINOUS OVERLAY PROJECT NO. 15239.000 2021.501 IMOBILIZATION LS 1 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HE 4 2232.501 MILL BITUMINOUS SURFACE (UP TO 2 ") I SY 989 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE 28 TN 119 2360.502 TYPE SP NON- WEARING COURSE MIXTURE 2B TN 119 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GA 50 2563.601 TEMPORARY TRAFFIC CONTROL LS 1 2575.505 SODDING, TYPE LAWN (INCLUDING TOPSOIL & FERTILIZER) SY 126 Ou 1— '0 SHADYLANE SCALE IN FEET LIFT STATION DRIVEWAY 0 50 100 150 I SCALE IN FEET DESIGNED DRAWN EEK DICK CHECKED; EEK I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BHMAORUNDCE MYD DIRECT SUPERVISIENGINDTHAT UNDER THE LAWS OF THE STATE OF MINNESOTA 444 Cedar Street, Suite 1500 €i Saint Paul, MN 55101 651.292.4400 d -: 7 j tkda,aom TKDA 2013 BITUMINOUS MILL AND OVERLAY S H O REWOO D MINNESOTA SHADY LANE MILL & BITUMINOUS OVERLAY PROJECT NO. 15239.000 RECORD NO. SHEET NO. CJ ERIC E. KLINGBEIL DATE 7/8112010 LIC.NO. 49826 NO. DATE BY DESCRIPTION OF REVISIONS CLIENT NO. 1 3-05 MSA NO.