Laserfiche WebLink
EXISTING AGGREGATE BASE,VARIABLE THICKNESSPREPARED SUBGRADE(COMPACT TO 98% STANDARD PROCTOR DENSITY)EXISTINGGRADEEXISTING BITUMINOUS PAVEMENT,VARIABLE THICKNESSFULL DEPTH RECLAMATION SECTIONNOT TO SCALE6" BITUMINOUS PAVEMENT SECTION (6" AGG)NOT TO SCALETACK COAT, MN/DOT SPEC. 23576" COMPACTED AGGREGATE BASE,CLASS 5 MN/DOT SPEC 2211(100% CRUSHED, COMPACT TO 98%STANDARD PROCTOR DENSITY),SEE TYPICAL WALL BACKFILL SECTIONPREPARED SUBGRADE(COMPACT TO 98% STANDARD PROCTOR DENSITY)FINISHEDGRADE2" BITUMINOUS WEAR COURSE,CERTIFIED PLANTMN/DOT SPEC. 2360 MVWE35035B2" BIT. BASE COURSE, CERTIFIED PLANTMN/DOT SPEC. 2360 MVNW35030B4" BITUMINOUS PAVEMENT SECTION (6" AGG)NOT TO SCALETACK COAT, MN/DOT SPEC. 23572" COMPACTED AGGREGATE BASE,CLASS 5 MN/DOT SPEC 2211(100% CRUSHED, COMPACT TO 98%STANDARD PROCTOR DENSITY),SEE TYPICAL WALL BACKFILL SECTIONPREPARED SUBGRADE(COMPACT TO 98% STANDARD PROCTOR DENSITY)FINISHEDGRADE4" BITUMINOUS WEAR COURSE,CERTIFIED PLANTMN/DOT SPEC. 2360 MVWE35035B4" BITUMINOUS PAVEMENT SECTION (2" AGG)NOT TO SCALEBITUMINOUS PATH PAVEMENT SECTIONNOT TO SCALEA0.85'0.64'0.43'PAVEMENT SECTION VARIES,SEE PAVEMENT SECTION DETAIL(S)3" RADIUS3" RADIUS0.64'133/8" LIP13.5"LMIN. OF 4" AGG. BASE UNDERCURB (IF TOTAL THICKNESS OFSECTION ALLOWS)MINIMUM 1'BEHIND BACKOF CURBSLOPE GUTTER TO MATCHPARKING LOT DRAINAGE (3/4" PERFT. TYP.) TIP GUTTER OUT ASREQUIREDAGGREGATE BASE VARIESCONCRETE CURB DIMENSIONSCURB TYPE "A" GUTTER "L" LENGTHB61212" 20"B61818" 26"B62424"32"B6 STYLE CONCRETE CURB AND GUTTERNOT TO SCALETACK COAT, MN/DOT SPEC. 23574" COMPACTED AGGREGATE BASE,CLASS 5 MN/DOT SPEC 2211(100% CRUSHED, COMPACT TO 98%STANDARD PROCTOR DENSITY),SEE TYPICAL WALL BACKFILL SECTIONPREPARED SUBGRADE(COMPACT TO 98% STANDARD PROCTOR DENSITY)FINISHEDGRADE3" BITUMINOUS WEAR COURSE,CERTIFIED PLANTMN/DOT SPEC. 2360 MVWE35035BTACK COAT, MN/DOT SPEC. 23576" COMPACTED AGGREGATE BASE,CLASS 5 MN/DOT SPEC 2211(100% CRUSHED, COMPACT TO 98%STANDARD PROCTOR DENSITY),SEE TYPICAL WALL BACKFILL SECTIONPREPARED SUBGRADE(COMPACT TO 98% STANDARD PROCTOR DENSITY)FINISHEDGRADE2" BITUMINOUS WEAR COURSE,CERTIFIED PLANTMN/DOT SPEC. 2360 MVWE35035B2" BIT. INTERMEDIATE AND BASE COURSES,CERTIFIED PLANTMN/DOT SPEC. 2360 MVNW35030BVARIES4" COMPACTED AGGREGATE BASE CLASS 5 OR 7MN/DOT SPEC 2211(100% CRUSHED, COMPACT TO 100% STANDARDPROCTOR DENSITY)4" CONCRETEMN/DOT SPEC. 2521NOTES:1. CONTROL JOINTS SPACED 5' MIN. AND 8' MAX TO CREATE PANELS WITH 1:1 LENGTH TO WIDTH RATIO (OR ASCLOSE AS FEASIBLE).SIDEWALK WIDTH 5' OR LESS - JOINT SPACING = 5'SIDEWALK WIDTH 5' OR MORE - JOINT SPACING 6'-8'2. CONTROL JOINTS SHALL BE SAWED OR TOOLED TO 1/4 CONCRETE DEPTH (MIN.), WITH SAWING PREFERRED.PROVIDE CONTROL JOINTS PER MANUFACTURER'S RECOMMENDATIONS.3. EXPANSION JOINTS SHALL BE PLACED AT BUILDING AND CONCRETE STOOP INTERFACES, TO ISOLATE UTILITIES,HANDHOLES, AND OTHER APPURTENANCES IN THE WALK.4. EXPANSION JOINTS SHALL BE PLACED EVERY 150 L.F. (MAX) ALONG CONTINUOUS SIDEWALK.5. PRE-FORMED EXPANSION JOINT FILLER SHALL BE INSTALLED FOR THE FULL THICKNESS OF THE SIDEWALK ANDSHALL BE USED AT ALL JOINTS BETWEEN NEW SIDEWALK AND EXISTING SIDEWALK.2% MAXIMUMCROSS SLOPETYPICAL CONCRETE WALKNOT TO SCALED/41/2"JOINT SEALER CONFORMINGTO ASTM D18501/8"24" #4 DOWEL: FIXED ONESIDE, SLIP OTHER SIDEPREMOLDED EXPANSION JOINT FILLERCONFORMING TO ASTM D1751 OR D17521/8" R (TYP.)CONCRETE JOINTSNOT TO SCALE7" CONCRETE MN/DOT SPEC. 23016" COMPACTED AGGREGATE BASE,CLASS 5 OR 7 MN/DOT SPEC 2211(100% CRUSHED)PREPARED/APPROVED SUBGRADENOTES:1. MATCH EXISTING PAVEMENT SECTION & REINFORCEMENT (IF APPLICABLE). NOTIFY ENGINEERPRIOR TO PROCEEDING IF SECTION IS DIFFERENT THAN THAT SHOWN.2. CONCRETE SHOULD BE REINFORCED WITH FIBER MESH TO ASSIST IN CONTROLLING CRACKINGFROM DRYING SHRINKING AND THERMAL CHANGES.3. SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 SQUARE FEET OFAREA OR LESS (15 FEET BY 15 FEET).4. SAWCUTS SHOULD NOT CUT THROUGH THE REINFORCING STEEL AND DOWELS SHOULD BEUTILIZED AT FORMED AND/OR COLD JOINTS.FINISHEDGRADEHEAVY-DUTY CONCRETE PAVEMENT SECTIONNOT TO SCALE1'-0"1'-0"1'-0"2'-0" (MIN.) 2'-0" (MIN.)6-1/2"6-1/2"5 "GROUT HOLE FULLDRAINAGEOPENINGOPENINGDRAINAGE7'-0" (MIN.)8'-0" (MAX.)2' 7-1/2"6-1/2"(MIN.)1/2" STD PIPE OR 3/4" REINF. RODSHALL BE PLACED PRIOR TO SURFACINGOR IN A HOLE DRILLED IN THEFINISHED SURFACE WITH A TIGHTFIT OBTAINED BY AN APPROVEDMETHOD, OR DRIVEN INTO THE SURFACING(OPTIONAL 1"x3" HOLE)HOLE FOR " STD. PIPE OR1/2" MAX.CLEARANCE2 - #3 2 - #33/8" TOOLED EDGE4"8"(MIN.)2"2-1/2"L PARKING STALLCWHEEL STOP1'-0" TO EDGEOF PARKING STALLPAINTED STRIPES IF SHOWN ON THEDRAWINGS OR REQ'D BY THE SPECIFICATIONS " DIAM. REINF. ROD(TYP.)PRECAST CONCRETE WHEEL STOPNOT TO SCALENO DISTURBANCEOF SUBGRADERECLAMATIONDEPTH, SEEGEOTECH REPORTFOR EXISTINGDEPTHSCIVIL DETAILSC5.0SHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date: Lic. No.:C/O MARK AND TRACY LINDEMER3610 SNELLING AVENUE NARDEN HILLS, MN 55112651-633-9813CERTIFICATIONSignature Name:Date: Lic. No.:PREPARED FORLINDEY'S INCPROJECTNO. DATE DESCRIPTION 0 12-23-2022 CITY SUBMITTALLINDEY'S PRIME STEAKHOUSE -SITE IMPROVEMENTS3610 SNELLING AVE NARDEN HILLS, MN 55112PHONE: 651.633.9813P. SCHROEDER14411.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARON3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.com