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/1 <br />LEGEND <br />6 6 IUD <br />XOFI® <br />$€ME IN FEET <br />WETLAND AREAS _v __ -- <br />CURB <br />/H•.,,••_•-"% — -• \ \ \\ \ \9 \ \ h�^ \ \ RI\s� \ WETLAND BUFFER <br />PROPOSED CURB &GUTTER ^�'= <br />R.O.W. LINE <br />---_ <br />PROPOSED WATERMAIN <br />PROPOSED CATCH BASIN <br />FIRE HYDRANT &GATE VALVE • ° B <br />MANHOLE <br />PROPOSED STORM SEWER <br />\ DE PROPOSED SANITARY SEWER <br />q \\ 9�Q� \\ \ \ EXISTING CONTOUR -ISD IOU€ <br />' I R \ _ �. PROPOSED CONTOUR '�'1&g E <br />/I I e \ \/jR .9� 4 \ ` \ EROSION CONTROL FENCE _b o— i <br />Y <br />..• _ -1 { \ D \ ! \ Ba BD 9 \\ ROCK CONSTRUCTION ENTRANCE ® 1 <br />RIP -RA cB <br />i _ J I �' `.AREA F MDNUAMENi SIG P° \ Ip�-G�ekgo¢Y \ SiDRM STRUCTURE NO <br />\ 0 OSES: 1 N <br />21 <br />6f \ a1 I •T \ <br />I \ \ I. SITE GRADING UTILITY INSTALLATION AID ROADWAY <br />.\ IR J'(l� \ I/p 1�y`.. \ " _ — CONSTRUCTION SHALL BE SCHEDULED SD 7HA1 THE GENERAL <br />/ ^-y% A — dei R iKT� J + ....— SITE CAN DE EEEOEO ANO EROSION BLANKET eO —OON IF <br />\ \ \ \I —9 <br />/411 <br />4- DRAIN TILE <br />A70 S 95DWNHSEEOLSURFACESYSTEM <br />ANDSCAP Stipp! <br />IF DEBBIE FOR PIPE DETAIL A,�XO <br />`---.__-- <br />XX <br />.,1anP, \. \ <br />CLASS GREATER THAN 3.1 SHALL BE COVERED <br />VTRDL BLANKET. <br />VD WETLANDS SHALL BE INSTALLED 16.5 FT. <br />EDGES. <br />'SINCE MAY BE NEEDED DURING CHURCH <br />CONSTRUCTION ENTRANCES SHALL BE <br />AINTAINED. <br />SHALL BE PREFORMED IF SEDIMENT COLLECTS <br />INLETS, MFDDT STANDARD SHALL BE USED. <br />ARE TD FACE OF CURB. <br />TREATMENT PONDS <br />POND <br />BOTTOM <br />ELEV, <br />SPILL <br />ELEV. <br />Ps1A <br />96].00 <br />9]0.50 <br />TPMiB <br />967.00 <br />97O.OD <br />TYPICAL SECTION FOR ROAD "A" <br />STA 0150 TO VA. 20+10 <br />Y <br />S' OF MWOT SPEC 2211 CLASS 5. <br />AGGREGATE RASE <br />3 <br />NOTE: <br />22%34" SHEET SIZE REQUIRED FOR <br />PROPOSED IMPROVEMENTS WITHIN <br />PUBLIC RIGHT OF WAY. <br />Rock 3 3A <br />Lake Elmo Campus <br />Lake Elmo, Minnesota <br />LI.m OFF. ..' <br />2MI GC P,, r SUU.0 Guim ADD <br />Safm PnW MN %D2.1906 <br />651.222.3ID1 <br />DoXANXIA <br />Kimley-Horn <br />and Associates, Inc. <br />(.I.) F.A`1 11 <br />FAX NFA PU u v <br />I iI{tlI WYIIIivdDAD.A <br />IMDMo NR laa LR� 6'mtJ <br />UIX €AIIAMA nm we nT <br />wM 1. <br />ED SET 1 UX11A O' <br />GG <br />FlNu Q/] 1� DG <br />......_I NEW IS. An <br />FOR <br />POD <br />v..l aII, <br />GRADING, DRAINAGE <br />AND EROSION CONTROL <br />SAFA A. <br />200.2CG <br />