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Home My WebLink About2011-07-20 PACKET 04.F.REQUEST OF CITY COUNCIL ACTION COUNCIL AGENDA MEETING ITEM # DATE 07/20/2011 PREPARED BY Engineering Jennifer Levitt ORIGINATING DEPARTMENT STAFF AUTHOR COUNCIL ACTION REQUEST Consider awarding the contract for the Silverwood Development Turnaround to Hardrives, Inc. in the amount of $56,211.75. STAFF RECOMMENDATION Adopt the resolution awarding the contract for the Silverwood Development Turnaround to Hardrives, Inc. in the amount of $56,211.75. BUDGET IMPLICATION $ $ BUDGETED AMOUNT ACTUAL AMOUNT FUNDING SOURCE SUPPORTING DOCUMENTS ® MEMO /LETTER: Jennifer Levitt, July 13, 2011 and Mike Boex, July 13, 2011. ® RESOLUTION: ❑ ORDINANCE: ❑ ENGINEERING RECOMMENDATION: ❑ LEGAL RECOMMENDATION: ® OTHER: Bid Tabs ADMINISTRATORS COMMENTS City Administrator Date COUNCIL ACTION TAKEN: ❑ APPROVED ❑ DENIED ❑ OTHER CITY OF COTTAGE GROVE MINNESOTA To: Honorable Mayor and City Council Ryan Schroeder, City Administrator From: Jennifer Levitt, City Engineer Date: July 13, 2011 Subject: Silverwood Development Turnaround — Quote Approval The enclosed quote is for construction of a turn - around at the end of 61 Street in the Silverwood Development. This turnaround or cul -de -sac was not able to be secured by the developer at the time of construction. The project will include the reconstruction of two properties' yards (removing the bituminous turnaround), installing curb and gutter, installing two aprons, and constructing a bituminous turnaround on Amundson's property. The Amundson agreement has been executed and filed for the property for the construction of the turnaround. The City was able to secure the Amundson agreement for no financial compensation, but for the removal of a tree fort illegally constructed on their property, clean up of illegally dumped material on their property, and installation of a wire fence to prevent further encroachment. As part of the final project close -out, additional money was collected from the Silverwood developer to provide for the reconstruction of the two lots' yards, driveway aprons and curb and gutter adjacent to the properties. The proposed project would utilize the Completed Construction Fund, since this is a development related expense. The project also enhances public safety and public works functions in that area with a standard cul -de -sac. This will also enhance the neighborhood to bring a finished look to the area. This is important since we do not know when the adjacent land will be developed. 1741101TM161:4k19Z1111[*] A It is recommended to award the project to the lowest accepted quote, supplied by Hardrives, Inc. in the amount of $56,211.75. RESOLUTION NO. 2011- RESOLUTION AWARDING QUOTE FOR THE SILVERWOOD DEVELOPMENT TURNAROUND TO HARDRIVES, INC. IN THE AMOUNT OF $56,211.75 WHEREAS, Plans and specifications were completed according to city standards, and WHEREAS, quotes were requested to provide the necessary work; ME WHEREAS, two firms sent quotes; and WHEREAS, it appears that Hardrives, Inc. is the lowest responsible quoter; and WHEREAS, it is the recommendation of the City Engineer that the contract be awarded to Hardrives, Inc. NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage Grove, County of Washington, State of Minnesota, that the quote for the Silverwood Development Turnaround to be awarded to Hardrives, Inc. in the amount of $56,211.75. Passed this 20th day of July, 2011. Myron Bailey, Mayor Attest: Caron M. Stransky, City Clerk 2335 Highway 36 W St. Paul, MN 55113 Tel 651- 636 -4600 Fax 651- 636 -1311 www.bonestroo.coni .jO Bonestroo July 13, 2011 Jennifer Levitt City of Cottage Grove 8635 West Point Douglas Road South Cottage Grove, MN 55016 Re: Silverwood /Amundson Turnarcund Project No. 000048 - 11000 -0 Quote Results Dear Jennifer: Quotes were received for the Project stated above on Tuesday, July 12. Transmitted is a copy of the Bid Tabulation for your information and file. Five contractors were sent invitations to quote the project, and of those two submitted quotes. The following summarizes the results of the quotes received: Contractor Low Hardrives, Inc. #2 Ace Blacktop, Inc. TotaI Base Bid $56,211.75 $57,470.00 The low Bidder on the Project was Hardrives, Inc. with a Total Quote Amount of $56,211.75. This amount was over the Engineer's Estimate of $50,000. Due to the relatively small scale of the project, several of the estimated unit prices came in higher than anticipated. Should you have any questions, please feel free to contact me at (651) 604 -4917. Sincerely, BONESTROO, INC. Mike Boex, PE 651.604.4917 b tO N Vt - — - — — V E Z Z 1'J d � d • 2 W £ O S m z F w <K w woo E w oa K m u ro U O r u r �m wow xo�� d> mE >m> °aow K f Gzmowo�LLg��w�° � W aQ�� O `w W Z V¢ Y w Q a t7 r O m U 6 3 U in II.� K V �+ l "' W m Z z w S V y O g 0 O a w �on< m°mzQ�oz- �3 >uz°^amg�w�� " Jc�c�o »zowgo. ° uz �?� ^F - r rC,>„gzgr =GaQ c o�000 O,r w yr r a m m u¢ a m ID m m¢ a a m r m a m O E E .-i NM.. r z N Mw »W+J� »MME y W ✓i Ntli�fF +A aA ytW V � °° °° o o o- W m n v w w ,n c o O Z N fi c z g O O �O O m e n u O tl1 N N O O O O� M RC N i0 .ti . o +F M 9 N w N W +A WNiW L+W tl1 N+M YvM nM Vn � m d o 0 0 a` b tO N Vt - — - — — V E Z Z 1'J d � d • 2 W £ O S m z F w <K w woo E w oa K m u ro U O r u r �m wow xo�� d> mE >m> °aow K f Gzmowo�LLg��w�° � W aQ�� O `w W Z V¢ Y w Q a t7 r O m U 6 3 U in II.� K V �+ l "' W m Z z w S V y O g 0 O a w �on< m°mzQ�oz- �3 >uz°^amg�w�� " Jc�c�o »zowgo. ° uz �?� ^F - r rC,>„gzgr =GaQ c o�000 O,r w yr r a m m u¢ a m ID m m¢ a a m r m a m O E E .-i NM.. r z N Mw »W+J� »MME y W ✓i Ntli�fF +A aA ytW V � O Z N O O �O O m e n u O tl1 N N O O O O� M RC N i0 .ti . o +F M y Y w N W +A WNiW L+W tl1 N+M YvM nM Vn � b tO N Vt - — - — — V E Z Z 1'J d � d • 2 W £ O S m z F w <K w woo E w oa K m u ro U O r u r �m wow xo�� d> mE >m> °aow K f Gzmowo�LLg��w�° � W aQ�� O `w W Z V¢ Y w Q a t7 r O m U 6 3 U in II.� K V �+ l "' W m Z z w S V y O g 0 O a w �on< m°mzQ�oz- �3 >uz°^amg�w�� " Jc�c�o »zowgo. ° uz �?� ^F - r rC,>„gzgr =GaQ c o�000 O,r w yr r a m m u¢ a m ID m m¢ a a m r m a m O E E .-i NM.. r z E 18' CONSTRUCTION LIMITS 99 ii / SALVAGE AND REINSTALL BARRICADES FROM STA 36 +15.81 (APPROX) TO END OF TURNAROUND 6 I 5 t l 4 t i 3 REMOVE � 6' W[DE 142 SY BIT L LONCREI'E SIDEWALK r' STA: 35 +89.19 END CURB AND GUTTER N A CONSTRUCT TEMPORARY TURNAROUND x-12" AGGREGATE SACKS�1 \ ) 8" CLASS 5 GRAVEL BAS 2" TYPE SP I2.S NON-i4E ( COURSE MIXTURE [SPNS�JB2301 T 2 L__. 1.5" TYPE SP 12.5 WEARI G� �.�� / COURSE MIXTURE[SPWFd>�OBI \�\ 6 �Q) 6 0 50 100 Scala in feek 1. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM -..- a - -_- REQUIREMENTS FORTHE ANTICIPATED SITE CONDITIONS. AS 3. SAW CUT ALL DRIVEWAYS. REFER TO DETAIL STR-8 FOR CONCRETE DRIVEWAY 61ST STREET SU. ANTICIPATE THAT ADDITIONAL SHIPS NAY BE REQUIRED AS SITE - -- B618 CONCRETE EXISTING -- STA. 34+87.74 '- CURB &GUTTER NOI BI UMI CURB 2. CATCH BASIN INLET PROTECTION: AS DIRECTED BY ENGINEER EARING COURSE MIXTURE (2,B) [SPWE02408] CONSTRUCT 32' WIDE F_F, 8618 BEGIN CURB AND GUTTER 3. CLEARING AND GRUBBING OF ANY TREES AND BRUSH TO BE REVIEWED AND APPROVED BY ENGINEER PRIOR TO CONSTRUCTION (INCIDENTAL). ,.NON - WEARING COURSE MIXTURE (2,B) [SPNW8230B] CONCRETE NR' AND GUTTER - MODIFIED HEREIN: COMPACTION REQUIRED FOR EMBANKMENT MATERIALS AGGREGATE BASE (EXISTING) SHALL CON FORM TO THE SPECIFIED DENSITY METHOD WITH TH E TESTING 1.5" (APPROX) CLASS 5 AGGREGATE BASE - THIS CONTRACT NOTE: 930 REMOVE APPROX. TOP OF CURB IS 0.06 ABOVE MATERIAL BASED UPON MEASUREMENTS PREFORMED BY THE ENGINEER AT THE 12" AGGREGATE BACKFILL (AS DIRECTED BY ENGINEER) ' 11 AS ALL EXCAVATION ABOVE THE BOTTOM OF AGGREGATE BACKFILL AS SHOWN 127 SY BIT. 920 SHALL CONSIST OF THE EXCAVATION OF TOPSOIL. HP STA 32+48.13 OF AGGREGATE BASE. 910 ,. TOLERANCES: -- FINISH GRADING OF SUBGRADE: 0.05 FEET FINAL AGGREGATE BASE SURFACE: 0.03 FEET 2 ,' 3 i 4 PVT STA = 32 +60: - -- ',, SIEVE BYE PERCENT PASSING ''. �1, JL - L - -- i'1 '' L_ #40 0 -50 890: i 1.5" TYPE SP 12.5 WEARI G� �.�� / COURSE MIXTURE[SPWFd>�OBI \�\ 6 �Q) 6 0 50 100 Scala in feek EXISTING 30' 16' - _____m 1. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM -..- a - -_- REQUIREMENTS FORTHE ANTICIPATED SITE CONDITIONS. AS 3. SAW CUT ALL DRIVEWAYS. REFER TO DETAIL STR-8 FOR CONCRETE DRIVEWAY 61ST STREET SU. ANTICIPATE THAT ADDITIONAL SHIPS NAY BE REQUIRED AS SITE - -- B618 CONCRETE EXISTING -- 4. THE CONCRETE APRON SHALL BE EXTENDED TO THE SIDEWALK FOR DRIVEWAYS ON THE '- CURB &GUTTER NOI BI UMI CURB 2. CATCH BASIN INLET PROTECTION: AS DIRECTED BY ENGINEER EARING COURSE MIXTURE (2,B) [SPWE02408] 2"INTERIM BITUMINOUS MAT (EXISTING) 3. CLEARING AND GRUBBING OF ANY TREES AND BRUSH TO BE REVIEWED AND APPROVED BY ENGINEER PRIOR TO CONSTRUCTION (INCIDENTAL). ,.NON - WEARING COURSE MIXTURE (2,B) [SPNW8230B] APPROXIMATELY 6" CLASS 5 - MODIFIED HEREIN: COMPACTION REQUIRED FOR EMBANKMENT MATERIALS AGGREGATE BASE (EXISTING) SHALL CON FORM TO THE SPECIFIED DENSITY METHOD WITH TH E TESTING 1.5" (APPROX) CLASS 5 AGGREGATE BASE - THIS CONTRACT NOTE: 930 :HP ELEV 425.301 TOP OF CURB IS 0.06 ABOVE MATERIAL BASED UPON MEASUREMENTS PREFORMED BY THE ENGINEER AT THE 12" AGGREGATE BACKFILL (AS DIRECTED BY ENGINEER) TIME OF CONSTRUCTION. IN A CUT SECTION, COMMON EXCAVATION IS DEFINED 9601 AS ALL EXCAVATION ABOVE THE BOTTOM OF AGGREGATE BACKFILL AS SHOWN ON THE TYPICAL SECTION. IN AREAS OFA FILL SECTION, COMMON EXCAVATION 920 SHALL CONSIST OF THE EXCAVATION OF TOPSOIL. HP STA 32+48.13 OF AGGREGATE BASE. 910 ,. TOLERANCES: -- FINISH GRADING OF SUBGRADE: 0.05 FEET FINAL AGGREGATE BASE SURFACE: 0.03 FEET 8. AGGREGATE BACKFILL- CONFORM TO THE FOLLOWING GRADATION 900', PVT STA = 32 +60: - -- ',, SIEVE BYE PERCENT PASSING ''. 3-INCH 100 2 -INCH 00 -100 #40 0 -50 890: #200 0 -12 '.. PVI ELEV - 926.13 3138 CLASS 5 AGGREGATE. CONFORM TO MNDOT SPEC 2211.3 AND COMPACT BY PVI STA PASTA 35 +30 - AD.- 456;' PVI £LEV 950 iN/I ELEV - 919.OE7 - K - 32,901 :: A.D. A.D - , oTiO. 201 SZ 1 VG uo.o 940 Ino 00 VC ' o- o m ry h m ±: ry * ri 0 Y3 > m v u� 930 : : + .: w w w in ". -� - b'.- � {3ESIGN� - -4- PROFILE -. . 64wo 9201 4( STA. 31L+16.04 2 337 STAI34+87,74 ELEV: 920.12 -q HEARTH STDNE.AV E N ISO, 910 "BEGIN CONSTRUCTICUa 900 890 36 +00 35 +00 34 +00 33 +00 32 +00 31 +00 EXISTING 30' 16' - _____m 1. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM -..- a - -_- REQUIREMENTS FORTHE ANTICIPATED SITE CONDITIONS. AS 3. SAW CUT ALL DRIVEWAYS. REFER TO DETAIL STR-8 FOR CONCRETE DRIVEWAY CONSTRUCTION PROGRESSES, THE PERMIITEE/CONTRACTOR SHALL _ ______ L ANTICIPATE THAT ADDITIONAL SHIPS NAY BE REQUIRED AS SITE - -- B618 CONCRETE EXISTING -- 4. THE CONCRETE APRON SHALL BE EXTENDED TO THE SIDEWALK FOR DRIVEWAYS ON THE '- CURB &GUTTER NOI BI UMI CURB 2. CATCH BASIN INLET PROTECTION: AS DIRECTED BY ENGINEER EARING COURSE MIXTURE (2,B) [SPWE02408] 2"INTERIM BITUMINOUS MAT (EXISTING) 3. CLEARING AND GRUBBING OF ANY TREES AND BRUSH TO BE REVIEWED AND APPROVED BY ENGINEER PRIOR TO CONSTRUCTION (INCIDENTAL). ,.NON - WEARING COURSE MIXTURE (2,B) [SPNW8230B] APPROXIMATELY 6" CLASS 5 - MODIFIED HEREIN: COMPACTION REQUIRED FOR EMBANKMENT MATERIALS AGGREGATE BASE (EXISTING) SHALL CON FORM TO THE SPECIFIED DENSITY METHOD WITH TH E TESTING 1.5" (APPROX) CLASS 5 AGGREGATE BASE - THIS CONTRACT NOTE: 930 8" CLASS 5 AGGREGATE BASE - TOTAL TOP OF CURB IS 0.06 ABOVE MATERIAL BASED UPON MEASUREMENTS PREFORMED BY THE ENGINEER AT THE 12" AGGREGATE BACKFILL (AS DIRECTED BY ENGINEER) DESIGN c GRADE TYPICAL SECTION INTERIM MAT REMOVAL & FINAL STREET CONSTRUCTION - 61ST STREET SO. TYPICAL CONSTRUCTION: PRIM 1. REMOVE EXISTING BITUMINOUS SURFACE AND BITUMINOUS CURB TO LIMITS SHOWN. EROSION AND SEDIMENT CONT 2. INSTALL NEW CONCRETE CURB AND GUTTER. 1. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FORTHE ANTICIPATED SITE CONDITIONS. AS 3. SAW CUT ALL DRIVEWAYS. REFER TO DETAIL STR-8 FOR CONCRETE DRIVEWAY CONSTRUCTION PROGRESSES, THE PERMIITEE/CONTRACTOR SHALL APRON CONSTRUCTION. ANTICIPATE THAT ADDITIONAL SHIPS NAY BE REQUIRED AS SITE CONDITIONS CHANGE AND SHALL PROVIDE ADDITIONAL BMPG TO 4. THE CONCRETE APRON SHALL BE EXTENDED TO THE SIDEWALK FOR DRIVEWAYS ON THE MEET APPLICABLE REQUIREMENTS. SIDEWALK SIDE OF THE STREET. 2. CATCH BASIN INLET PROTECTION: AS DIRECTED BY ENGINEER 5 REMOVE AND REPLACE DAMAGED CONCRETE SIDEWALK AS DIRECTED BY ENGINEER. PROVIDE ROAD DRAIN BY WIMCO ORAPPROVED EQUIVALENT. 6. PAVE BITUMINOUS NON- WEARING COURSE. ]. ADJUST ALL STRUCTURES TO 318" BELOW FINAL DESIGN WEARING COURSE ELEVATION. 8. RESTORE ALL DISTURBED AREAS WITH SOD AND TOPSOIL. 9. PAVE BITUMINOUS WEARING COURSE. 11. MAINTAIN ALL EXISTING SIGNAGE. TEMPORARY SIGN REMOVAL IF CONSTRUCTION REQUIRES LS INCIDENTAL TO RECLAMATION, 12. SALVAGE AND REINSTALL EACH MAILBOX ASSEMBLY AS CONSTRCUTION REQUIRES WITHIN THE PR03EU SITE. TEMPORARY MAILBOXES SHALL BE PROVIDED BY CONTRACTOR AS DIRECTED BY ENGINEER 13. PROTECT EXISTING LIGHT POLES. WORKING AROUND EXISTING LIGHT POLES IS INCIDENTAL TO THE PROJECT. 19 PROPOSED 30' 10. AGGREGATE BASE AND AGGREGATE BACKFILL WILL BE MEASURED BY THE TON OF MATERIAL COMPACTED IN PLACE AS DETERMINED BY WEIGHT TICKETS. OWNER RESERVES THE RIGHT TO DEDUCT QUANTITIES THAT ARE IN EXCESS OF THE DRAWING DIMENSIONS IF MATERIAL IS BEING WASTED OR PLACED EXCESSIVELY. QUANTITIES SHALL BE BASED ON MATERIAL WEIGHING 110 POUNDS PER SQUARE YARD OF AREA PER INCH OF THICKNESS. 11. ADJUST STRUCTURES PER CRY DETAIL STR -11. MEASUREMENT WILL BE PER EACH STRUCTURE. 12, PLANT MIXED ASPHALT: CONFORM TO MNDOT 2360 DATED FEBRUARY 1, 2010, EXCEPT AS MODIFIED HEREIN: 12.1. SCRAP ASPHALT SHINGLES AND SEWAGE SLUDGE ASH WILL NOT BE ALLOWED IN EITHER WEAR OR NON-WEAR COURSE PAVEMENTS. 12.2. TABLE 2630.6 -B4: MAXIMUM PAYMENT WILL BE 1.00 PERCENT FOR PAVEMENT DENSITIES ABOVE 93°0, 13. CONCRETE MIXTURES: DRIVEWAYS: MIX 3Y32A, CURB It GUTTER: MIX 3A32C 14. CLEAN ACCESS ROADS WITH MECHANICAL STREET SWEEPER AS DIRECTED BY ENGINEER. 15. NO GUARANTEE IS MADE AS TO THE ACTUAL QUANTITIES OF ITEMS ON THE BID FORM. NO VARIATION FROM THE BID UNIT PRICE WILL BE CONSIDERED OR ALLOWED DUE TO QUANTITY VARIATION. 16, ALL WORK SHALL BE COMPLETED WITHIN 10 WORKING DAYS FROM THE SELECTED START DATE. 2335 Highway 36 W St. Paul, MN 55113 Ph: 651- 636 -4600 Fax: 651- 636 -1311 www. banes ... t BONESTRDD 3014 B � a g_ w O W z z H LU W Q O U LL r 0 0 f_ U i C aC a F w K ti DATE I NOTES: 1. CONFORM TO LATEST MNDOT SPECIFICATIONS (2005) UNLESS MODIFIED BELOW. 960 - 2. ALL EXCAVATED MATERIAL TO BE DISPOSED OF AT A LOCATION SELECTED BY THE CONTRACTOR. STRIP AND STOCKPILE PILE EXISTING TOPSOIL IN ALL DISTURBED AREAS PRIOR TO PLACING EMBANKMENT MATERIAL L R ESPREAD TOPSOIL WHEN FINISHED. PAYMENT FOR TOPSOIL STRIPPING TO BE INCIDENTAL 950., TO COMMON EXCAVATION. 3. CLEARING AND GRUBBING OF ANY TREES AND BRUSH TO BE REVIEWED AND APPROVED BY ENGINEER PRIOR TO CONSTRUCTION (INCIDENTAL). 940 4. COMPACTING EMBANKMENTS SHALL CONFORM TO MNDOT SPEC 2105.3F, OR AS - MODIFIED HEREIN: COMPACTION REQUIRED FOR EMBANKMENT MATERIALS SHALL CON FORM TO THE SPECIFIED DENSITY METHOD WITH TH E TESTING LOCATION AND RATES BEING DETERMINED BY THE ENGINEER 930 S. COMMON EXCAVATION (EV) FOR THE STREET WILL BE MEASURED BY VOLUME OF -- MATERIAL BASED UPON MEASUREMENTS PREFORMED BY THE ENGINEER AT THE TIME OF CONSTRUCTION. IN A CUT SECTION, COMMON EXCAVATION IS DEFINED AS ALL EXCAVATION ABOVE THE BOTTOM OF AGGREGATE BACKFILL AS SHOWN ON THE TYPICAL SECTION. IN AREAS OFA FILL SECTION, COMMON EXCAVATION 920 SHALL CONSIST OF THE EXCAVATION OF TOPSOIL. 6. EXCAVATED SURFACE SHALL BE INSPECTED BY ENGINEER PRIOR TO PLACEMENT OF AGGREGATE BASE. 910 ,. TOLERANCES: -- FINISH GRADING OF SUBGRADE: 0.05 FEET FINAL AGGREGATE BASE SURFACE: 0.03 FEET 8. AGGREGATE BACKFILL- CONFORM TO THE FOLLOWING GRADATION 900', REQUIREMENTS: - -- ',, SIEVE BYE PERCENT PASSING ''. 3-INCH 100 2 -INCH 00 -100 #40 0 -50 890: #200 0 -12 '.. 9. AGGREGATE BASE FOR STREET CONSTRUCTION SHALL CONFORM TO MNDOT SPEC 3138 CLASS 5 AGGREGATE. CONFORM TO MNDOT SPEC 2211.3 AND COMPACT BY MECHANICAL MEANS TO 100 PERCENT STANDARD PROCTOR DENSITY. 19 PROPOSED 30' 10. AGGREGATE BASE AND AGGREGATE BACKFILL WILL BE MEASURED BY THE TON OF MATERIAL COMPACTED IN PLACE AS DETERMINED BY WEIGHT TICKETS. OWNER RESERVES THE RIGHT TO DEDUCT QUANTITIES THAT ARE IN EXCESS OF THE DRAWING DIMENSIONS IF MATERIAL IS BEING WASTED OR PLACED EXCESSIVELY. QUANTITIES SHALL BE BASED ON MATERIAL WEIGHING 110 POUNDS PER SQUARE YARD OF AREA PER INCH OF THICKNESS. 11. ADJUST STRUCTURES PER CRY DETAIL STR -11. MEASUREMENT WILL BE PER EACH STRUCTURE. 12, PLANT MIXED ASPHALT: CONFORM TO MNDOT 2360 DATED FEBRUARY 1, 2010, EXCEPT AS MODIFIED HEREIN: 12.1. SCRAP ASPHALT SHINGLES AND SEWAGE SLUDGE ASH WILL NOT BE ALLOWED IN EITHER WEAR OR NON-WEAR COURSE PAVEMENTS. 12.2. TABLE 2630.6 -B4: MAXIMUM PAYMENT WILL BE 1.00 PERCENT FOR PAVEMENT DENSITIES ABOVE 93°0, 13. CONCRETE MIXTURES: DRIVEWAYS: MIX 3Y32A, CURB It GUTTER: MIX 3A32C 14. CLEAN ACCESS ROADS WITH MECHANICAL STREET SWEEPER AS DIRECTED BY ENGINEER. 15. NO GUARANTEE IS MADE AS TO THE ACTUAL QUANTITIES OF ITEMS ON THE BID FORM. NO VARIATION FROM THE BID UNIT PRICE WILL BE CONSIDERED OR ALLOWED DUE TO QUANTITY VARIATION. 16, ALL WORK SHALL BE COMPLETED WITHIN 10 WORKING DAYS FROM THE SELECTED START DATE. 2335 Highway 36 W St. Paul, MN 55113 Ph: 651- 636 -4600 Fax: 651- 636 -1311 www. banes ... t BONESTRDD 3014 B � a g_ w O W z z H LU W Q O U LL r 0 0 f_ U i C aC a F w K ti DATE I Face of Curb Distance to c Y vandals /2 "r - 3 ° r 2 ° r 1 slope 5 4" an it �14 `n 1/2"r Face of Curt 3 1 /2 "r slope µ 1 3 ¢" er ft-1i o i4 MnDOT 8618 SURMOUNTABLE D -412 SURMOUNTABLE D -428 6" SHOE FORMED BITUMINOUS CURB INTERGAL W/ MAT U m STANDARD DETAI c cfl CURB AND GUTTER ono e Grov Bnneslu m,t aeexmrt. __ COTTAGE GROVE, C STR :e ' a. June 2005 MINN 48_111tt.DWG ya nh v 0 w n h 4 Of /rt L ISOMETRIC No slat" ca ne whock of s, P avement �w Curb concrete °t thix paint hum contra eaMe m r-r've, curb not to .ce d 10' .,dnq through d6dreay ceaUOn. Y STANDARD DETAIL CONCRETE S L RESIDENTIAL DRIVEWAY APRON Bonestroo Loot Navy.. Jane zoos COTTAGE GROVE, MINNESOTA aa_SMS DM arch basin structure with top slab or 2' x 3' box. Woven Filter Fabric Neenah 83290 -VB catch basin frame and grate. Shall be furnished with curb inlet box and 3" dia. front face and 4" maximum opening. High Density Polyethylene (HDPE) adjustment rings. min, of 2 ", max. of 12" with a min. 3/8" mortar between top slab and first ring. Woven filter fabric than shall be wrapped abound entire system as specified. Neenah R1642B manhole frame and cover. Shall be fumdidel with 2 concealed pick holes and stomped "SANITARY SEWER" or "STORM SEWER". — High Density Polyethylene (HDPE) adjustment rings. Mir. of 2 ", max. of 12 ", bonded to the structure, casting,and each other by approved sealant. Woven filter fabric then shall he wrapped around the entire system as specified. Manhole structure with •`,I top stab or cone section. BASIN M ADJUSTMENT DETAILS e 1 t� � ATCH March 2006 COTTAGE GROVE, MINNESOTA I 48_sm11 two 1/2 "x6" Galvanized Bolts with Gut Washers 2' -0 (Carriage, Hex. or Sq.) 2 i 1" r Ex. Ground mi c ]" n E m c n E Nominal 1 "x8 "x8' -0" No. 1 grade lumber 6' Steel Channel Posts with standard weight of 3 Ibs /R Th O barricade board face surfaces shall be full, renecterized i alternate silver —white and red stnping. using a reflective sheeting conforming to the requirements of Spec. 3352.2A2b, Standard No. 2. Prior to Inatelling the reflective sheeting, the barricade board. shall be given a complete coating of White Wood Primer paint conforming to Spec. 3513, followed by a second coat of White Guard Rail paint conforming to Spec. 3533 applied only to the surfaces not covered with reflective sheeting. The bavrcade boards shall be completely painted and refleatonzed sheeting applied before being installed on the posts. The placement of the barricade shall be 10' -0" from the and of the bituminous road with the barricade centered on the roadway facing the flow of traffic. Barricades shall be placed with maximum 6' spacing and shall span entire roadway width. Uaonestroo I STANDARD DETAILS — M , n ° , J �[ I SINGLE PERMANENT BARRICADE J Co19ge " ma ne.,a,aa C r a t Na Mar. zoos COTTAGE GROVE, MINNESOTA STR 10A ae_smiaaDwG 2335 Highway 36 W St. Paul, MN 55113 Ph: 651 -636 -4600 Fax: 651-636 -1311 www.banertroo.com ¢ eoNesTaoo zolo `do m Y 5 4 .. g; W Z Z_ �I a'n e ll FPp0.aND PRa1. Na. Wra4a I3!,aaa C8.01 4" 8" 21" Nt N r a Concrete to Pe 6' thidr (minimum ieeidentlal) r and have a of ar"wasC Close 5 ° Type ha or 0 ....gate base (see vped6cadana). Concrete cum c ffi rid o"er (sea Plate 4 ia A SECTION s' cancrate P.. art g No dolls 4' claw 5 (ioddeatol to apron) ya nh v 0 w n h 4 Of /rt L ISOMETRIC No slat" ca ne whock of s, P avement �w Curb concrete °t thix paint hum contra eaMe m r-r've, curb not to .ce d 10' .,dnq through d6dreay ceaUOn. Y STANDARD DETAIL CONCRETE S L RESIDENTIAL DRIVEWAY APRON Bonestroo Loot Navy.. Jane zoos COTTAGE GROVE, MINNESOTA aa_SMS DM arch basin structure with top slab or 2' x 3' box. Woven Filter Fabric Neenah 83290 -VB catch basin frame and grate. Shall be furnished with curb inlet box and 3" dia. front face and 4" maximum opening. High Density Polyethylene (HDPE) adjustment rings. min, of 2 ", max. of 12" with a min. 3/8" mortar between top slab and first ring. Woven filter fabric than shall be wrapped abound entire system as specified. Neenah R1642B manhole frame and cover. Shall be fumdidel with 2 concealed pick holes and stomped "SANITARY SEWER" or "STORM SEWER". — High Density Polyethylene (HDPE) adjustment rings. Mir. of 2 ", max. of 12 ", bonded to the structure, casting,and each other by approved sealant. Woven filter fabric then shall he wrapped around the entire system as specified. Manhole structure with •`,I top stab or cone section. BASIN M ADJUSTMENT DETAILS e 1 t� � ATCH March 2006 COTTAGE GROVE, MINNESOTA I 48_sm11 two 1/2 "x6" Galvanized Bolts with Gut Washers 2' -0 (Carriage, Hex. or Sq.) 2 i 1" r Ex. Ground mi c ]" n E m c n E Nominal 1 "x8 "x8' -0" No. 1 grade lumber 6' Steel Channel Posts with standard weight of 3 Ibs /R Th O barricade board face surfaces shall be full, renecterized i alternate silver —white and red stnping. using a reflective sheeting conforming to the requirements of Spec. 3352.2A2b, Standard No. 2. Prior to Inatelling the reflective sheeting, the barricade board. shall be given a complete coating of White Wood Primer paint conforming to Spec. 3513, followed by a second coat of White Guard Rail paint conforming to Spec. 3533 applied only to the surfaces not covered with reflective sheeting. The bavrcade boards shall be completely painted and refleatonzed sheeting applied before being installed on the posts. The placement of the barricade shall be 10' -0" from the and of the bituminous road with the barricade centered on the roadway facing the flow of traffic. Barricades shall be placed with maximum 6' spacing and shall span entire roadway width. Uaonestroo I STANDARD DETAILS — M , n ° , J �[ I SINGLE PERMANENT BARRICADE J Co19ge " ma ne.,a,aa C r a t Na Mar. zoos COTTAGE GROVE, MINNESOTA STR 10A ae_smiaaDwG 2335 Highway 36 W St. Paul, MN 55113 Ph: 651 -636 -4600 Fax: 651-636 -1311 www.banertroo.com ¢ eoNesTaoo zolo `do m Y 5 4 .. g; W Z Z_ �I a'n e ll FPp0.aND PRa1. Na. 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