Laserfiche WebLink
INPLACE INPLACE <br /> R/W R/W <br /> 60' <br /> RESIDENTIAL STREET <br /> (B) (A) (A) (B) <br /> I <br /> D412 PROFILE D412 <br /> 6" TOPSOIL & or GRADE or 6" TOPSOIL & <br /> SEED/SOD B618 B618 SEED/SOD <br /> 2.0%MIN _ C&G 2�-0% 2.0% C&G 2�%MIN <br /> N <br /> 10 STORM SEWER (3.5' MIN DEPTH) 10 <br /> PRIVATE PRIVATE <br /> UZONEY 1 0 O SANITARY <br /> DEPTH) (7 5 TERMAINMIN INSET 1 0 UTILITY <br /> DRAIN TILE ® DRAIN TILE <br /> INSET A 10' 10' <br /> MIN MIN <br /> 7 <br /> 2.0 TYPE Sp <br /> I 12.5 WEARNG COURSE MIXTURE(SPWEB440F) <br /> 2.0" TYPE Sp 12.5 WEARNG COURSE MXTURE SPWEB440F <br /> 8.0"AGGREGATE BASE,CLASS 5(Cv) STREET DIMENSIONS <br /> GRADING GRADE <br /> 12.0"SELECT GRANULAR MATERIAL(NOTE 3) STREET NAME (A) (B) INSET <br /> INSET B JERROLD AVE(W) 14'—O" 16,-0" B <br /> JERROLD AVE (E) 14'—O" 16,-0" A <br /> EDGEWATER AVE 16'-0" 14'-0" B <br /> GLEN PAUL AVE 18'-0" 12'-0" A <br /> .0 I I TYPE Sp 12.5 WEARING COURSE MIXTURE(SPWEB440F) PRIOR AVE 16'-0" 14'-0" A <br /> W2GRADING <br /> .0. TYPE SP 12.5 WEARNG COURSE MXTURE(SPWEB440F) <br /> 0"RECYCLED AGGREGATE BASE,CLASS 7 <br /> GRADE <br /> TYPICAL RESIDENTIAL STREET SECTION <br /> NOTES: <br /> 1. STREET PAVEMENT SECTION SHALL BE DESIGNED BY A QUALIFIED ENGINEER BASED ON ACTUAL <br /> SOIL CONDITIONS. THE PAVEMENT SECTION (INSET A) REPRESENTS THE MINIMUM SECTION ALLOWED. <br /> 2. PAVEMENT DESIGN CRITERIA MINIMUM SHALL INCLUDE THE FOLLOWING: 1000 ADT, 20 YEAR LIFE, <br /> 2% GROWTH. <br /> 3. INCORPORATION OF GRANULAR SUBBASE AND SUBDRAINS SHALL BE BASED ON GEOTECHNICAL <br /> ENGINEERING RECOMMENDATION. <br /> 4. B618 CURB AND GUTTER SHALL BE PLACED AROUND RADII AND ADJACENT TO STORM SEWER <br /> CATCH BASINS. <br /> 5. PRIVATE UTILITIES AND IRRIGATION SHALL NOT BE PLACED UNDER THE ROADWAY SECTION EXCEPT <br /> FOR CROSSINGS IN LOCATIONS APPROVED BY THE CITY ENGINEER. <br /> 6. REFER TO ARDEN HILLS DESIGN STANDARDS MANUAL FOR ADDITIONAL REQUIREMENTS RELATED <br /> TO ROADWAY PROFILES, CURVATURE INTERSECTIONS ETC. <br /> 7. MAINTAIN EXISTING STREET WIDTHS FOR RECONSTRUCTION PROJECTS. <br /> 8. TOPSOIL SHALL MEET MNDOT SPEC 3877 FOR PULVERIZED TOPSOIL. <br /> REVISION <br /> PUBLISHED: <br /> 4/30/19 <br /> TYPICAL RESIDENTIAL STREET SECTION WITH CURB & GUTTER <br /> PLATE NO. <br /> 2003A <br />