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EXISTING CURB TO <br /> REMAIN WITH SPOT REPAIRS SURMOUNTABLE CONCRETE <br /> (SEE DETAIL RIGHT) CURB & GUTTER <br /> 30' 30' R suntK <br /> 125 17.5 17.5 12.5 i6' 16 12 " --I 1/2" R <br /> 2 1/2" R 2335 Highway 36 W <br /> DESIGN (GRADE 2 (TYP) (NP) S LOPE 3/4- PER 3'ti5 4" St. Paul, MN 55113 <br /> VARIES 0.025' /FT (iYP) VARIES Ph: 651-636-4600 <br /> 6" 6 6 3/4" Fax: 651-636-1311 <br /> Al' DRAIN TILE (TYP) <br /> 1 - 1/2" www.stantec.com <br /> TRENCHED IN 24 2012 <br /> r1/2"- RING COURSE MIXTURE, LVWE35030B 1.5" BITUMINOUS WEAR(2341) <br /> ARING COURSE MIXTURE, LVNW35030B 2" BITUMINOUS BASE (2331) <br /> 1 - 2" VIRGIN CLASS 5 AGGREGATE AS NECESSARY TO RE- ESTABLISH CROWN AND GRADE 9" CLASS 5 GRAVEL (100% CRUSHED LIME) < <br /> EXISTING GRAVEL BASE TO REMAIN (THICKNESS VARIES) 3 4 <br /> A PROPOSED TYPICAL SECTION EXISTING TYPICAL SECTION EXISTING CURB DETAIL ._fi � <br /> t; <br /> HOULE CIRCLE, HAYFIELD ROAD, FOX RUN, HOULE CIRCLE, HAYFIELD ROAD, FOX RUN, HOULE CIRCLE, HAYFIELD ROAD, FOX RUN, q � S <br /> PETERSON TRAIL PETERSON TRAIL PETERSON TRAIL F m <br /> m <br /> SUMOUNTABLE CONCRETE <br /> P.E. 10, 30' 30' l e 10 P.E. CB & GUTTER <br /> 13.5 16.5 16.5 13.5 <br /> [ 17 1 T 17.5 <br /> DESIGN tLGRADE <br /> VARIES 0.025' 1.0' .33' (T` R) N <br /> VARIES Z <br /> 4" DRAIN TILE l i Q W <br /> 6618 CURB AND A4 p ; 10 Q j <br /> GUTTER <br /> v <br /> On <br /> Ce <br /> W a <br /> o _ <br /> 1 1/2 "- WEARING COURSE MD(TURE, LVWE350308 2" BITUMINOUS WEAR (2341) i ^ z O <br /> 2" -NON- WEARING COURSE MD(TURE, LVNW35030B 2" BITUMINOUS BASE (2331) ; <br /> 8" CLASS 5 AGGREGATE BASE <br /> 20" SELECT GRANULAR BORROW 9" CLASS 5 GRAVEL <br /> GEOTEXTILE FABRIC 17-11r <br /> 10 2" H N <br /> GEOTEXTILE FABRIC, TYPE V _1 ? J <br /> e PROPOSED TYPICAL SECTION EXISTING TYPICAL SECTION EXISTING CURB DETAIL > � a <br /> CENTER STREET, IVY COURT, SUMAC COURT CENTER STREET, IVY COURT, SUMAC COURT CENTER STREET, IVY COURT, SUMAC COURT Lu W <br /> Z <br /> LU N <br /> U m <br /> 0 <br /> r4 <br /> 6" 1 Distance to variable 6" 1 Distance tort variable <br /> 1 /2 "r <br /> 1 /2 "r 3 "r 3 ° f <br /> i /2 "r L 1/2 "r <br /> slo <br /> N a . 13/4 ° PE g N iG 3/4N pe ft <br /> 7' r <br /> �. NO. REVISION DATE <br /> 0 <br /> Cc AM OIIZ 13 <br /> 8" 18" 8 18° Sm ser xKro c <br /> i; <br /> s PROPOSED DRIVEWAY CURB DETAIL PROPOSED CURB DETAILL <br /> CENTER STREET, IVY COURT, SUMAC COURT CENTER STREET, IVY COURT, SUMAC COURT SURVEY PR <br /> o' <br /> DRAWN 7M1 /BH <br /> 0 <br /> DESIGNED MRS <br /> a <br /> APP MRS <br /> PRO]. ND. 19380140 <br /> SNEET NAM <br /> C1"01 <br />