Laserfiche WebLink
Catchbasin Frame & Cover <br />Neenah R-3067 or equal <br />with type DL Grate <br />r <br />A Flow o <br />o� <br />A <br />0 <br />B618 Conc. Curb & Gutter <br />2 - #4 Rebars <br />4-1 <br />C <br />'o <br />0 10' Min. Transition <br />N <br />o Top of <br />w Curb 2 <br />Design gutter line grade <br />SECTION A—A <br />No Scale <br />r©� soneStr'o0 <br />® Roslene <br />AndeTiik Z% <br />Associates <br />Engineers & Architects <br />St. Paul, Minnesota <br />NOTE <br />Catchbasin to be depressed 2" <br />below design gutter line grade <br />ISOMETRIC <br />No Scale <br />'o <br />10' Min. Transition <br />I 0 <br />.�i <br />C <br />0 <br />0- <br />X <br />Li <br />`- 2 - #4 Rebars <br />Frame & Casting <br />STANDARD DETAILS <br />B618 CURB & GUTTER <br />CONSTRUCTION AT CATCH BASIN <br />ORONO, MINNESOTA <br />Last Revision: <br />DEC. 1999 <br />11 <br />BRA Plate No. <br />4-9 <br />City Plate No. <br />STR-2 <br />c Concrete slab 5" minimum thickness for c o <br />•o residential and 6" minimum thickness for <br />Concrete Curb commercial driveways. Both residential > <br />and Gutter gand commercial driveways to be reinforced 0 0 <br />(See Plate STR-1) c with 6x6-10/10 wire mesh and have c I a' <br />0-1 6" of Class 5 Aggregate Base. °n.1 <br />U.1 (See specifications) w I 'X <br />--� Ld <br />a <br />Q) <br />v p ° C <br />a <br />0 <br />I L <br />I O_ <br />SECTION <br />No Scale <br />real <br />Gad' s dentia <br />5' � Re I <br />3' <br />Com <br />Resldehr�erc'QI pro <br />, t1gl pe�Y f <br />`the <br />�� Fkp or <br />t a F <br />of Coln h oh klstlh D <br />contr t lolht 9 rwe <br />I Coln way <br />ISOMETRIC <br />No Scale <br />o�sonesti-oo <br />Hose�,� <br />® Arlderiik <br />Associates <br />Engineers & Architects <br />St. Paul, Minnesota <br />139_4-04.DWG <br />r <br />ol �oInt <br />cant <br />Concrete pavement <br />to match back of <br />concrete curb <br />at this point <br />NOTE: <br />Control joints in concrete curb <br />not to exceed 10' spacing <br />through driveway section. <br />STANDARD DETAILS <br />DRIVEWAY SECTION <br />ORONO, MINNESOTA <br />Last Revision: <br />DEC. 1999 <br />BRA Plate No. <br />4-4 <br />City Plate No. <br />STR-4 <br />CLASS 2 1 <br />12" TO 24" 4 cubic yards i- `'v <br />27" TO 33" 8 cubic yards <br />36" TO 48" 12 cubic yards PLAN <br />54" AND UP 16 cubic yards <br />(One cubic yard is approximately 2,800 lbs.) <br />1110112101M <br />__)LWIUlN /A—/A L_1"L_1\ <br />�NKET <br />NOTE <br />FILTER BLANKET REQUIRED UNDER RIPRAP <br />OR 2 LAYERS OF 50OX MIRAFI FABRIC <br />OR EQUAL ^� RIPRAP <br />N <br />FILTER BLANKET <br />SECTION B-13LINER <br />nil 80 <br />nezlroo <br />0 Posa-na <br />AncJariik Z <br />Associates <br />Engineers & Architects <br />St. Paul, Minnesota <br />Direction Of runoff <br />STANDARD DETAILS <br />RIPRAP AT OUTLETS <br />ORONO, MINNESOTA <br />Support post anchorage <br />in-situ soil <br />©'" sonest,roo <br />® R'osens <br />"Arlde rlik d <br />Associates <br />Engineers d Architects <br />St. Paul, Minnesota <br />.10 <br />139—SP89.DWG <br />2" x 2" wood stake <br />Engineering fabric <br />as specified <br />Last Revision: <br />DEC. 1999 <br />BRA Plots No. <br />1 —28B <br />City Plate No. <br />STO-7 <br />i <br />Fabric anchorage trench <br />Backfill trench with <br />tamped natural soil <br />.' N <br />Note: Attach fabric to <br />support posts with <br />lath and staples <br />SILT FENCE SHALL BE USED FOR INLET <br />INLET PROTECTION DURING CONSTRUCTION. <br />STANDARD DETAILS <br />EROSION CONTROL <br />ORONO, MINNESOTA <br />Last Revision: <br />DEC. 1999 <br />BRA Plate N <br />SP -89o. <br />City Plate No. <br />GEN -3 <br />GRADING/EROSION CONTROL NOTES:- <br />1. <br />OTES: <br />I. WHERE SOIL CORRECTIONS AND/OR FILLING OCCUR WITHIN THE STREET RIGHT—OF—WAY, THE <br />BACKFILL MATERIAL SHALL BE COMPACTED TO 95X OF THE STANDARD MOISTURE DENSITY <br />RELATIONSHIP OF SOILS (ASTM D-698-70) EXCEPT THE TOP THREE FEET (3') OF THE BACK— <br />FILL WHICH SHALL BE COMPACTED TO IOOX DENSITY. AN INDEPENDENT TESTING FIRM SHALL <br />TEST THE STREET SECTION IN FILL AREAS AND PROVIDE THE RESULTS OF THESE TESTS TO <br />THE CITY, ENGINEER AND THE CLIENT. <br />2. THE CONTRACTOR SHALL INSTALL SILT FENCE PRIOR TO COMMENCING GRADING ACTIVITIES <br />AND SHALL MAINTAIN SAID FENCE FOR THE DURATION OF CONSTRUCTION ACTIVITIES. <br />3. THE CONTRACTOR SHALL LIMIT HIS ACTIVITIES TO THE GRADING LIMITS SHOWN ON THE <br />GRADING PLAN. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE LOCAL ORDINANCE. <br />4. THE CONTRACTOR SHALL INSTALL SNOW FENCE, AS DIRECTED BY THE ENGINEER, TO PROTECT <br />TREE ROOTS. <br />5. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS TO MINIMIZE THE DISTURBED AREA AT <br />ANY GIVEN TIME <br />6. ALL DISTURBED NON—STREET AREAS SHALL BE RESTORED WITH A MINIMUM OF 4" TOP SOIL <br />AND SEED OR SOD AS DIRECTED BY THE ENGINEER, WITHIN 72 HOURS OF COMPLETION OF <br />THE GRADING ACTIVITY IN THAT PERTICULAR AREA. <br />A. ALL SEED, SOD, MULCH AND FERTILIZER SHALL CONFORM WITH THE FOLLOWING <br />MN/DOT SPECIFICATIONS, AS MODIFIED BELOW: <br />ITEM SPECIFICATION NUMBER <br />SOD 3878 <br />SEED 3876 <br />MULCH(TYPE I,DISC ANCHORED) 3882 <br />FERTILIZER 3881 <br />GENERAL PLACEMENT 2575 <br />B. SOD SHALL BE PLACED BEHIND CURB IMMEADIATELY FOLLOWING THE BACKFILLING <br />UNDER CITY STREET AND UTILITY PROJECT. <br />C. THE SEED MIXTURE SHALL CONSIST OF A MN/DOT TYPE 500 UNLESS NOTED ELSE— <br />WHERE ON THE PLAN. <br />7. FOLLOWING STREET CONSTRUCTION, THE DEVELOPER SHALL CLEAN THE STREETS ON AN ON— <br />GOING BASIS AS REQUIRED BY THE CITY. <br />8. UNLESS OTHERWISE NOTED, THE SILTATION PONDS ARE TEMPORARY, AND SHALL BE REMOVED <br />AND RESTORED TO THE ORIGINAL CONTOUR BY THE DEVELOPER FOLLOWING THE PERMANENT <br />ESTABLISHMENT OF TURF ON 75% OF THE DRAINAGE AREA. THE PONDS AND POND OUTLETS <br />SHALL BE CONSTRUCTED UNDER THE GRADING CONTRACT. <br />9. RIP—RAP SHALL BE PLACED AT ALL STORM SEWER OUTLETS UNDER THE UTILITY CONTRACT <br />AND SHALL CONFORM WITH APPLICABLE CITY AND WATERSHED DISTRICT STANDARDS AND <br />SPECIFICATIONS. <br />10. VERTICAL GRADING TOLERANCE SHALL BE WITHIN 0.2 FEET OF THE CITY APPROVED <br />GRADING PLAN. <br />ALL STOCKPLES OF SOIL MUST BE SURROUNDED BY <br />SILT FENCE AND MONITORED. <br />1-1/2" MnDOT 2331 41 WEAR COURSE TYPE A <br />2• MnDOT 2331 31 BASE COURSE TYPE B <br />' 6" MnDOT 3138 CLASS 5-100% CRUSHED <br />12" SUBGRADE PREPARATION <br />AUTOMOBILE AREAS <br />B I TUM INCUS PAVING SECTION <br />1/2 r <br />3"r <br />1/2"r <br />s ♦ _ Stgpe <br />`O3 4" er ft <br />N ' <br />a <br />8• 12• <br />MnDOT B612 <br />NOTE: <br />10 PLACE # 4 BAR AS SHOWN WHERE CURB <br />CROSSES UTILITY TRENCHES, WITH 1-1/2" COVER <br />CONCRETE <br />CURB AND GUTTER <br />ORONO <br />WOODS <br />APARTMENTS <br />CITY OF <br />O R O N O <br />M I N N E S O T A <br />ARCHITECTS <br />MILLER <br />H AN SON <br />WESTERBECK <br />BERGER, INC <br />ARCHITECTS & PLANNERS <br />1201 HAWTHORNE AVENUE <br />MINNEAPOLIS, MINNESOTA 55403, <br />612 332-5420 FAX 612 332-5425 <br />IGENERAL CONTRACTOR A I <br />KEY PLAN Z <br />SO <br />m � <br />IR PREMIER <br />= DR S <br />z <br />CADD FILE OUAIJFICATION: <br />CADD files prepared by the Engineer/Surveyor for this project <br />are instruments of the Engineer's/Surveyors professional services <br />for use solely with respect to this project. These CADD files <br />shall not be used on other projects, for additions to this project <br />or for completion of this project by others without written approval <br />by this Engineer/Surveyor. With the Engineer's/Surveyor's approval <br />others may be permitted to obtain copies of the CADD drawing <br />files for information and reference only. All intentional or unintentional <br />revisions, additions or deletions to these CADD files shall be made <br />at the full risk of that party making such revisions, additions or <br />deletions and that party shall hold harmless and indemnify the <br />Engineer/Surveyor from any & all responsibilities, claims and liabilities. <br />1111 <br />SHEET INDEX <br />SHEET TITLE <br />CO -1 TITLE SHEET <br />Cl -1 EXISTING CONDITIONS PLAN <br />C2-1 SITE PLAN <br />C3-1 GRADING, DRAINAGE & <br />EROSION CONTROL PLAN <br />C4-1 UTILITY PLAN <br />C9-1 GRADING & STREET DETAIL SHEET <br />C9-2 UTILITY DETAIL SHEET <br />I hereby certify that this plan, specification or report was <br />prepared by me or under my direct supervision and that I an <br />a duly registered Professional Engineer un - the laws of the <br />State of Minnesota. <br />Reg. Nov �L f Date /0 Z6 b <br />I <br />DATE REVISION <br />108/16/01 I CITY SUBMITTAL I <br />10/26/01 1 CONSTRUCTION PLANS <br />'QUALITY MANAGEMENT REVIEW: <br />BY: <br />DATE: <br />AssocIATES <br />Planning • Civil Engineering " Land Surveying <br />Environmental " Archaeology <br />7200 Hemlock Lane, Suite 300, Minneapolis, Minnesota 55369-5592 <br />Telephone: (612)424-5505 Fax: (812)424-5822 <br />02000 Web Page louckamclagan.com <br />GRADING & STREET <br />DETAIL SHEET <br />PROJECT N0, <br />00216 C9-1 II <br />I, <br />09010. TJ�t_- <br />