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/ 1 <br />P Pi <br />' ' \ <br />933.3 <br />x <br />932., <br />I I <br />7`/ <br />/C9 933.9 I <br />x ' ' <br />l S�9n <br />/ CONSTRUCTION LIMITS <br />I I 933.3 933.1 933.30 _ STAKED BIO- <br />LOG CHECK DAM, TYP. <br />Inv. <br />931.77 <br />MATCH <br />\G\ 933.35 -� 933.20 <br />I x 933.0 <br />zQ • ' ... ... <br />933.tf / <br />�932.50 <br />�- 0. q x . <br />' G�G, 933.1 <br />� \G� 933.20 � � 933.00 <br />CO <br />C / <br />x 93: <br />/ QD 933.9 933.5 <br />/ x <br />"• 933.5 G� 933.20 <br />0.7% _ <br />(• �� 932 <br />933.3 x <br />• 933. i 933 928.5 <br />... . ... _ ... _ ... _ <br />LIMITS 1 <br />/ / �CONSTRUCTION <br />szs <br />_...�...�" �• x A Elm <br />� 933.1 <br />MATCH <br />933.10 <br />I . MATCH <br />x MATCH / <br />\ /- <br />/ 933.3 933.20 <br />'933.6 93ROCK CONSTRUCTION ENTRANCE O CH <br />/ 933.5 x MATCH 933 x <br />`vn 933.2 933.10 <br />/ MATCH <br />MATCH 933.10 <br />/ <br />o 933i <br />X X X 933.43 .38 933.39 <br />Flagpole <br />93_3.390 MATCH 932 <br />/ 1 <br />MATCH 933.49 <br />933.49 <br />3 4 933.49 <br />nt. Elev. 933.45 / 933.49 <br />/ / I 33.86 E�/ 933.50 <br />O / ) F sr,Nc 1 <br />933 BU/C <br />' I / 6/9PING <br />G PROPOSED BL G <br />' 3.5 <br />3 <br />: Ent. Elev FFE = 933.53 / <br />933.53 <br />� � I <br />'P / ' I P • GM l ' CO 6'_S <br />3.4 <br />MATCH <br />_ / PP C 933.4 <br />/ / I 933.0 _ 933 CO <br />I I/ - <br />/ . .x . <br />I <br />II <br />EX/S77NG - -- <br />' - BUILDING PORCH 1 <br />/ <br />/ <br />• I 1.5 C.Y. CLASS RIPRAP <br />I I MH ON MIRAFI 50 OR EQUAL <br />EOF Top 932.75 <br />s30.9s Inv. 908.13 - <br />Pine / 932 / <br />( 932.7 <br />933.2 BEVEL END OF PIPE 97 <br />- 6" HDPE ®0.52% <br />93_j <br />3. •• INV 928.5 / <br />cn BEVEL END OF PIPE <br />932.50 2 9 RATE CONTROL BASIN / 10 / INV 928.0 <br />100-YR HWL = 931.34 <br />E <br />I <br />50' <br />932.7 <br />7 <br />coo <br />3.0 <br />x 8' <br />933.1 0 EI <br />/ 6" <br />/0Elm <br />9 <br />0 Elm <br />933 <br />8 � 0 Elm F <br />933.3 <br />/ x <br />932.7 <br />933.1 0 <br />A <br />\ / 932.4 -C <br />Maple / <br />Cluster 6» -S. <br />SHED / <br />GRADING NOTES <br />1❑ - All elevations shown are to final surfaces. <br />2❑ - Spring/Summer temporary turf establishment: seed shall be MNDOT Mixture 110 <br />100 Ibs/acre and mulch shall be MNDOT Type 1. <br />3❑ - Winter temporary turf establishment: seed shall be MNDOT Mixture 100 ® 100 Ibs/acre <br />and mulch shall be MNDOT Type 1. <br />®- Commercial turf establishment: seed shall be MNDOT Mixture 25-131 ® 220 Ibs/acre, <br />fertilizer shall be 10-10-10 (NPK) commercial grade, and mulch shall be MNDOT <br />Type 1. <br />1.5" - BITUMINOUS WEAR COURSE, (SPWEA240B) <br />- TACK COAT, 2357 <br />2" - BITUMINOUS BASE COURSE, (SPNWB230B) <br />6" - CLASS 5 (MNDOT 3138) <br />r- APPROVED SUBGRADE <br />NOTE: VERIFY ADEQUACY OF PAVEMENT SECTION WITH <br />ENGINEER AFTER SUBGRADE SOILS ARE EXPOSED <br />AND BEFORE BITUMINOUS PAVEMENT IS PLACED. <br />SILT FENCE <br />2 <br />ROCK CONSTRUCTION ENTRANCE <br />3 <br />PAVEMENT SECTION 4 <br />NO SCALE <br />C3) <br />�,C3.,) <br />NO SCALE <br />�,C3..,) <br />NO SCALE �,C3 <br />OF 500X-MIRAFI FABRIC OR EQUAL <br />REQUIRED UNDER RIPRAP <br />II <br />I <br />932.2 I / <br />I / <br />I / <br />I / <br />APPROX MATE LIMI S OF ZONE A FL <br />le ' ' FLOOD AP 27163 0136E, EFFECTIVI <br />0 II <br />5" 932. <br />Apple <br />a� <br />I <br />Die I I <br />I <br />�1J <br />�9 I <br />/ 930.5 <br />I � <br />EXISTING SHED I. <br />`00 <br />EROSION CONTROL NOTES <br />All erosion control measures shown shall be installed prior to grading operations and maintained <br />until all areas disturbed have been restored. <br />O3 - Sweep paved public streets as necessary where construction sediment has been deposited. <br />®- Each area disturbed by construction shall be restored per the specifications within 14 days after <br />the construction activity in that portion of the site has temporarily or permanently ceased. <br />O5 - Temporary soil stockpiles must have silt fence around them and cannot be placed in surface waters, <br />including storm water conveyances such as curb and gutter systems, or conduits and ditches. <br />©- Excess concrete/water from concrete trucks shall be disposed of in portable washout <br />concrete basin or disposed of in a contained area. <br />POND OVERFLOW <br />NO SCALE <br />175 <br />--------------- <br />, <br />, <br />i' <br />APPROX. EDGE OF DITCH j <br />i <br />i <br />i <br />ij <br />i <br />i <br />i <br />i <br />i <br />O <br />.i <br />0 <br />N N <br />i <br />� <br />O N <br />•� N � <br />r- <br />r- <br />G .Na •� O <br />00 <br />N � v <br />L L L <br />dZ 67� <br />�) <br />d O y <br />m 3 <br />3 <br />J <br />M W H <br />0 <br />Z_ <br />,++ y <br />V <br />Z y <br />H <br />WLAJ <br />� <br />o <br />Q co <br />J <br />L <br />f`7 <br />O � <br />I <br />LU <br />H <br />o <br />06 v <br />o <br />Z <br />I- <br />W <br />o <br />Cl- <br />>' (L) <br />L <br />v <br />a <br />a z° <br />tq c W -W rn <br />v •o v a� <br />0 IY <br />.Q .6--@050 <br />N <br />20 <br />�11 <br />C3 -0 <br />v cn� <br />SAE U�� <br />U N � <br />0 <br />.n=�3 <br />L <br />U O c v E <br />L N E N v <br />_Ea.- Z <br />O O <br />N N <br />I I <br />�00 <br />1 N <br />00 010 <br />z <br />< <br />Ld <br />(DJW(D <br />LEGEND <br />zC) <br />� <br />Q��= <br />0 <br />PROPOSED CONCRETE <br />C) LZ <br />O <br />Ll- <br />O <br />0 <br />PROPOSED STD. DUTY BITUMINOUS <br />U <br />I <br />105o <br />PROPOSED CONTOUR <br />Z <br />Z <br />1023.54 <br />PROPOSED ELEVATION <br />4 <br />U <br />SILT FENCE <br />y <br />� <br />0 � <br />0 <br />PROPOSED EC BLANKET <br />MNDOT CAT. 3P - 2S STRAW <br />LJ <br />BOUNDARY/ROW/BLOCK LINE <br />DRAINAGE ARROW <br />EXISTING STORM SEWER <br />sT <br />EXISTING BURIED GAS LINE <br />980 <br />EXISTING CONTOUR <br />0 10 20 40 so <br />SHEET NUMBER <br />X 995.50 <br />EXISTING ELEVATION <br />Scale in Feet <br />• • • <br />CONSTRUCTION LIMITS <br />C3 <br />