HomeMy WebLinkAboutFeasibility Study - Appendix A (Storm, San, Watermain drawings) APPENDIX A
Figure 1 —Location Map
Figure 2—Typical Section
Figure 3—Storm Sewer Improvements
Figure 4—Sanitary Sewer and Watermain Improvements
Feasibility Report
Stemmer Ridge Road Street&Utility Improvement Project
City of Prior Lake,MN
WSB Project No.1696-14
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Street&Utility Improvement Project iWSB
r o 500 May 27,2014 �
°" s0- City of Prior Lake, MN Feet WSB Project No.01964-14 &.4,_,„=,u,.,..,n,
R/W R/W
40' 40'
5' 12' 44' BB 9' 8'
SIDE BIT
WALK B618 CONCRETE TRAIL
CURB AND GUTTER
2.0% 2.0%
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INSET B 1(V) L� / INSET C
1/2(�I I — INSET A
4" MIN. TOPSOIL AND SOD ON ALL
DISTURBED AREAS WITHIN 7 DAYS
OF CURB CONSTRUCTION
/, TYPICAL SECTION
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INSET A
1.5" TYPE SP 12.5 WEAR COURSE MIX (2,B) (SPWEB240B)
2.5" TYPE SP 12.5 NONWEAR COURSE MIX (2,B) (SPNWB230B)
12" CLASS 5 AGGREGATE BASE
24" SELECT GRANULAR —
APPROVED SUBGRADE FA
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- INSET C
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411', 2.5" TYPE SP 12.5 WEAR COURSE MIX (2,B) (SPNWB240B
6" CLASS 5 AGGREGATE BASE
COMPACTED SUBGRADE
INSET B
6" CONCRETE MnDOT SPEC. 2521
4" CLASS 5 AGGREGATE BASE
OMPACTED SUBGRADE
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Figure 4 - Sanitary Sewer & Watermain Improvements
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P 0 500 May 27,2014
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