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4 <br />V <br />X <br />�JI.�Gf��S1-�C <br />- — '-----. ,-- 3AyROADA(ORI °-1 ✓R�i�� ire - --- _ <br />GRADING LEGEND: <br />awwc Plmw e13vMpx <br />W to ma=r nm ¢Lwipn <br />Mgrmrva wPque® alPEs <br />0 xE.�R G6 �iuE p.er oBr. <br />PST. <br />EXISTING CONTOUR <br />1029— PROPOSED CONTOUR <br />PROPOSED RETAINING WALL <br />i <br />s62 44„['kA <br />PROPOSEDSPOT ELEVATION <br />PAD TYPE = F <br />DIRECTION OF DRAINAGE <br />y <br />EMERGENCY OVERFLOW ROUTING <br />E <br />PROPOSED CATCH BASINS <br />r— <br />PROPOSED STDRM SEWER <br />TW 70.0 <br />TOP of WALL ELEVATION <br />NW 66.0 <br />BOTTOM OF WALT ELEVATION <br />PROPERTY LINE <br />RIGHT-OF-WAY <br />LOT LINE <br />EASEMENT UNE <br />SETBACK UNE <br />WETLAND <br />DWETLAND BUFFER <br />WEr1AND BUFFER SETBACK UNE <br />g+31.`I <br />C o'J h <br />Ti 4 -s�� .R L V 1` <br />; ��nFO� CQ�S Z <br />a <br />0 25 50 100 <br />TURF REINFORCEMENT IMT O WLTLAND BUFFER MONUMENT SCALE IN FEET <br />GRADING NOTES: <br />1. ALL FINISHED GRADES SHALL SLOPEAWAY FROM PROPOSED <br />BUILDINGS AT MINIMUM GRADE OF 2.0$- ALL SWALES SHALL HAVE <br />A MINIMUM SLOPE OF 2.0%. <br />2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF <br />DEBRIS AND ?RLVENT THE OFF-SITE TRACKING OF SOIL IN <br />ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ANO <br />WATERSHED. <br />3. NOTIFY GOPHER STATE ONE CALL, AT (600)252-1166, 46 HOURS <br />PRIOR TO STAR' OF CONSTRUCnON. <br />4. ALL IMPROVEMENTS TO CONFORM WITH CITY OF ORONO <br />CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. <br />5. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL <br />CONSTRUCTION ACCESS POINTS, <br />6, <br />REFER TO BRAN INTERIEC GEOTECHNICAL REPORT AND PROJECT <br />MANUAL, FOR SO'L CORRECTION REQUIREMENTS AND TESTING <br />REQUIREMENTS. <br />Y. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON <br />SITE STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. <br />8, PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE <br />RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND <br />APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR <br />FABRICATION SHA_L BEGIN UNTIL THE CONTRACTOR HAS RECEIVED <br />AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS <br />APPROVED B” ALL OF THE PERMITTING AUTHORMES, <br />9. IMMEDIATELY-OLLOWINO GRADING OF (3:1 OR GREATER) SIDE <br />SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER <br />APPROVED SC'L STABILIZING METHOD (APPROVED BY ENGINEER) <br />SHALLBE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM <br />OF 4" TOPSC -. <br />10. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH <br />ALL SUBCON-RACTORS TO VERIFY NPDES REQUIREMENTS. IF <br />DEWATERING S REQUIRED DURING CONSTRUCTION, CONTRACTOR <br />SHOULD CONSULT WITH EROSION CONTROL INSPECTOR AND <br />ENGINEER TO DETERMINE APPROPRIATE METHOD. <br />11. REFER TO GRADING, DRAINAGE AND EROSION CONTROL PLAN FOR <br />ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATIONS. <br />12. WFrLAND BUF=ER MONUMENT SIGNS SHALL BE INSTALLED AT EACH <br />POINT WHERE A LOT LINE INTERSECTS WITH THE WETLAND BUFFER, <br />SEE DETAILS =OR SIGN TYPE. <br />13. BUILDING PE�'AITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET <br />IN HEIGHT CP GREATER AND THE WALLS SHALL BE DESIGNED BY A <br />STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY <br />THE CITY PR- =R TO INSTALLATION. ALL WALLS EXCEEDING 30" IN <br />HEIGHT RE" -E THE INSTALLATION OF A 42" SAFETY RAILING. <br />PAD W: -H - 35' k 50', SEE PLAN <br />PAD TYPE = F <br />M GROS-. KIX <br />351 <br />B- laps:: R�F6M <br />c- xAr - <br />65 <br />xp <br />n- PM= _ INO <br />E- peER� _MS <br />ea . vnHEs ME Awe <br />y <br />F= m11G :G_ <br />2D 623, SEE RPN <br />L D_LLBASEMENT PAD 1 <br />N� 10 BUIE <br />61 le3pP5 M FEET <br />PAD WDTH c 35' @ SD'. SEE PLAN <br />PAD TYPE _ . <br />PAD TYPE - W <br />A- rxRss Na, 0'1 <br />an') <br />B- roPBgL xEBPI✓EAq as <br />C- HA. 2y <br />as <br />2y <br />G- DEN CFE ![ -C. REM ¢ <br />F.Q 6.T r <br />GT <br />SLaPE iCM <br />RC i FIAT UNGM <br />TOT _' pULK RR p <br />p <br />IS <br />� .>• e1BG sL'.BF 1.1 2s pBE} <br />2y (W) <br />E—WN G '.: a b SaUSTFD — 3OGED BRAS NE PROP®, N, CUONC P.M <br />.IN' PMS - --w. SFE CR/DMC PVN <br />-ye', ME GRMING Aux <br />a3CING PUN \ <br />ROW <br />G <br />LNgpL. QST. Ix T MT.) <br />LOOK DOT tND,5W <br />ALK 001PA <br />scu <br />wwPBls ax rtEr <br />HOLD DOWN DETAILS <br />1HERDTCATIO'.^,:Y THAT THIS AS PRO]6CIIXAM DAM ]SStX <br />SPBCTFTCATTON,ORREPORT WAS DATE ISSUE <br />AMAD LYIJNTEORITNDERNIY DEI;IGN�: MPR I.lbrG CITYyIID),IITTAL PRESERVE <br />JE 233 Park Ave S, Ste 300 DIRECTSUPERy]SIONANDTHAT: DRAFT; ORONO <br />AMA DULY L[CENSID <br />Minneapolis, MN 55415 PROFDSS]ONAL ENGINEER 1TNDIIt PROTECT NO; 3144I37 <br />612.758.3080 MAIN THE LAWS OF THE STATE OF <br />MEKNESOT'A <br />1SUTTF6250 wAYZATA BOULEVARD 612.758.3099 FAx PRELIMINARY PRD/PLAT GRADING AND DRAINAGE Y LAN <br />WAYZ TA A L L I A N T ..aiiiant-inc.com MARxRAQscH,rB QArQCReve)tw <br />PHONE (6 ) 9 66391 SUBMITTAL <br />PHONE (612) 890-0666 ENGINEERING DATE LICGNSE N0. ]SY DATE SHEET 5 OF 15 <br />