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ELMCREST AVENUE NORTH <br />LOCATION <br />4=038°32'00" <br />L=221.936 R=330.000 <br />moo \ C6=N25°13'06"W C=217.78 - w z <br />\sy� CONSTRUCTION LIMITS w <br />sOn <br />Al <br />1'GRAVELSHOULDER <br />SND <br />eon 3 svo <br />t� \ n10 O AID 0 4" DOUBLE SOLID LINE TART LAKERD <br />` — AID D YELLOW MULTI COMP <br />` 65+ �— n1O to nm s 24' EDGE TO EDGE GRADE TO DRAIN \ <br />AID AID <br />o'SP -- ---___ 1��--rK AID 2.5 CY RIP RAP CL 3 <br />\ <br />66 00 ATj �_ niO �0�—AB-9 <br />67+00 \-` u3 <br />� ---------- niO � ni on 5100 <br />\CDHE <br />— OE� / —-----_--_- 68+00 _%LLB <br />----------------- nio — ion <br />HE <br />NO <br />OH _ 69+00 — vo 3 <br />y0Hc <br />-----_ _ -_---------------- OHE <br />q xOHE <br />OHE <br />— -- --�3 =bJ <br />_ 70+0CYD <br />0 <br />OHE <br />OOHE---_---- �� N.O n <br />+ x offHE ✓ — --_-- ----- <br />O <br />(fl CONSTRUCTION LIMITS \ <br />1' GRAVEL <br />ANTI SEEPAGE BLOCKS 5101 oHE) SHOULDER <br />(n r09 (INCIDENTAL - SEE NOTE 2) ` OHE CD <br />LLI <br />Z I J <br />J W GRADE TO DRAIN <br />C) (n N 0=043°}s '20" <br />H W (n Cl) L=314.063 R=410.�Q0 <br />CONSTRUCTION NOTES: Q Lu LLI V22°32'26"W C=306A \ �. <br />1. 48" CP PIPE TO BE BEDDED WITH FINE AGGREGATE BEDDING 2 cn LEGEND Z W 0 30 60 <br />(MN/DOT SPEC. 3149.2.G.1); MINIMUM 6" BELOW PIPE WITH J W <br />MINIMUM 12" ABOVE AND ON EITHER SIDE (INCIDENTAL). BITUMINOUS PAVEMENT CONCRETE CURB & GUTTER = SCALE IN FEET <br />2. ANTI SEEPAGE BLOCKS ARE INCIDENTAL AND TO BE (TYPICAL) <br />CONSTRUCTED OF EXISTING ON -SITE CLAY MATERIAL; 2' THICK, 0— PROPOSED STORM SEWER H W 0 5 10 <br />6' HIGH AND SPANNING THE WIDTH OF THE UTILITY TRENCH. CONCRETE PAVEMENT Q W o V' <br />PROPOSED CATCH BASIN In SCALE IN FEET <br />RIGHT-OF-WAY <br />— — — CONSTRUCTION LIMITS PROPOSED CATCH BASIN MANHOLE <br />935 SUBGRADE CORRECTION F INSTALL SALVAGED SIGN (BY OTHERS) — O N 935 <br />GRADE DITCH O M <br />CHANNEL EXCAVATION + H <br />n w <br />W <br />930 PVIS:69+01.25 F_ a) 930 <br />CD CD PVIE:915.33 Lu <br />O M PVIS:67+01.25 AD:0.54 Lu Z Lu <br />to + I— PVIE:915.33 K:280.00 J <br />925 (a w AD:0.30 15o.00'vc = 925 <br />Q = K:500.0o BVCS:68+26.25 U <br />F_ co 150.00' VC BVCE:915.33 L) <br />U) LU BVCS:66+26.25 EVCS:69+76.25 <br />Lu Lu BVCE:915.11 EVCE:915.73 <br />920 Z cn EVCS:67+76.25 LP STA:68+26.25 920 <br />J EVCE:915.33 LP ELEV:915.33 _ <br />= HP STA:67+76.25 — <br />H <br />HPELEV:915.33------- <br />915 Q 0.00 io 0.54i - <br />----- -------------- 915 <br />- w <br />Lu4:1 EXISTING 48" HDPE PIPE ¢ z n o p <br />910 INV: 904.25 °D _ <br />,°�'r cc�a °+°���a 910 <br />T SUITABLE EXCAVATED MATERIAL m � 0 0 \ m N, w <br />y 10 N m U W Q �, - W <br />AS DIRECTED BY THE ENGINEER I I r N Z V r/ \\ M Z v <br />m _ m \ <br />3 905 MC / \ 5101 905 <br />- — — — — — — — —7 <br />48" CP PIPE CULVERT <br />9OO INV:903.60 — 9OO <br />PROPOSED 4 ELEVATION 64' - 48" P PIPE <br />EXISTING (L ELEVATION CULVERT @ 0.08% <br />895 895 <br />OD a M O OD O M O O n O N <br />h MM ah t m �o aO MM Z <br />a u-u-2ro 6 r �C6 Oof oNch 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+45 <br />c ITY ❑F <br />LNG KE5 <br />CITY s7F <br />s es. ieoa <br />wsb <br />WSB PROJECT NO.: <br />013907-000 <br />SCALE: <br />DESIGN BY: <br />AS SHOWN <br />DJE <br />PLAN BY: <br />CHECK BY: <br />THC <br />ECY <br />U) <br />Z <br />O <br />Ln <br />W <br />!Y <br />zz. w <br />r� <br />m <br />Z�< P <br />Z. g�r?vo <br />a °=zz <br />r z <br />z <br />wz <br />6 <br />~gz¢g<zLL <br />x <br />r a yN W <br />a <br />LL A w ¢ <br />- <br />K O N <br />o <br />w�aa= <br />Y O = LL <br />o <br />ww <br />wxww3 <br />KU <br />2 ¢ <br />_o�� <br />s <br />p <br />U) Z <br />W Lu <br />w <br />Lu <br />> <br />Y <br />w 0 <br />Q H <br />ULLJ <br />OO <br />U) O <br />Z LL, <br />Z <br />Qua <br />0 <br />LL_Z <br />Lu 0 <br />U <br />O_ <br />w <br />U <br />Q Q <br />Lu <br />STREET <br />CONSTRUCTION <br />PLAN <br />SHEET <br />31 <br />OF <br />66 <br />