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1 / pp <br /> TpER CURB SECTION DOWN' ti <br /> cc / /TO FACILLITATE PEDESTRIAN <br /> o a^ HANDICAPPED RAMP <br /> \ _ . ... <br /> RAMP CONSTRUCTION 5%'MAX WAND,, <br /> E I w <br /> • -T1—Akn• 4. <br /> _ • . •' <br /> i <br /> INSTALL PEDESTRIAN HANDICAP RAMP o ° _< <br /> \ J7!I!_ 4� nONTION ---��V 4r a�"�/ -a I 1�=+• <br /> POND OVERFLOW c \ \ 0 - -- r'�— �= 1 ' ;- <br /> < <br /> gUTLET ® I \ �< o-e-:--e :.12 CONC. ``I �a z li <br /> ELEVATION 886-00 N. \ '" \ CURB & GUTTER I E-7, <br /> w <br /> II <br /> ' LLI \ • ar <br /> \ ' 40% 4r I f 1 in If .%, j VJ <br /> i N \•� SECONDARY I V • I PROPOSED ` \ • °. <br /> / I� I` •` BUILDING `,��• r• I <br /> o \ \'SEPTIC v • �\ • OFFICE \` --i\s,z . • • * • / I <br /> M I i `SITE I I‘.,.,,,\\\,-....,,-,1 \ F.F.ELEV.=891 00 ' F j <br /> r / c ' L N s� \N WAREHOUSE I <br /> _ 11 \ \I �, I F`F ELEV;=890.25 I I• <br /> i 1 <br /> T • i.\ .?\ . b `\ • I } t <br /> Ol ` - 7 / I0� I \ ALJ <br /> 0 / S i <br /> PROPOSED O — — <br /> j <br /> ,WELL <br /> 01� <br /> • <br /> 20 0 20 40 <br /> I — r <br /> LEGEND SCALE <br /> IN FEET <br /> m = SANITARY SEWER MANHOLE <br /> = HYDRANT <br /> ® = STORM SEWER MANHOLE FLFPG <br /> BB = CATCH BASIN ��5�RP <br /> U ELECTRIC Box Y,P �G <br /> = UGHT <br /> L <br /> G = SIGNAL POLE QJ0 ''I''ll <br /> MONUMENT I <br /> o = fWNO IRON MONUMENT <br /> O 3 IRON WITH UCENSE NO 18420.0 MARKED '0 t'' ''''' <br /> -IGF-= UNDERGROUND TELEPHONE UNE <br /> UfWeLL I�� <br /> -u6E-= UNDERGROUND ELECTRIC UNE <br /> FILTER <br /> FABRIC <br /> -E-= OVERHEAD ELECTRIC UNE <br /> - r-= OVERHEAD TELEPHONE UNE DOWNHILL /'/'''I Miy�M�M <br /> -GAS-= GAS MAIN POST '4 <br /> Y7 = TELEPHONE PEDESTAL <br /> H = ELECTRIC TRANSFORMER ' I 'I" '' <br /> a = CABLE N BOX �I 6e MIN. <br /> RIBED It' <br /> o = UTILITY POLE GU'MIRE <br /> DISTURBED AREA UNDISTURBED AREA <br /> *444011111. <br /> = SOIL BORING <br /> CO = GATE VALVE <br /> 1 <br /> "_2e <br /> - -: EXISTING WATER UNE INSTALL AS PER FILTER FABRIC WASHED ROCK <br /> -�= EXISTING SANITARY SEWER UNE MANUFACTURER•$RE WAIDAIIONS <br /> -,-= EXISTING STORM SEWER UNE <br /> -I PROPOSED WATER UNE <br /> , PROPOSED SANITARY SEWER UNE SILT FENCE DETAIL <br /> —= PROPOSED STORM SEWER UNE No SCALE ROCK CONSTRUCTION ENTRANCE <br /> —685— PROPOSED CONTOURS <br /> • -885---- EXISTING CONTOURS <br /> X 855 62 EXISTING SPOT ELEV <br /> x 855.62 PROPOSED GUTTER UNE SPOT ELEV (UNLESS OTHERWISE NOTED) <br /> 1.2%— PROPOSED DRAINAGE FLOW I hereby c«ufy that the Plan• DATE REVISION 0°°®"' GRADING, DRAINAGE, & SHEET <br /> .....�. PROPOSED TIPOUT CURB by me or P arms _ IW <br /> Hakanson <br /> neu .a • direct sueed _ Anderson EROSION CONTROL PLAN <br /> and that I a • LN:snesd <br /> ��---� PROPOSED SILT FENCE aRrtll 2 <br /> Pro - under the w,.: ASSOC.TIf1C. AQUA PURE SOLUTIONS, INC. <br /> OF <br /> PROPOSED TEMPORARY ROCK CONSTRUCTION ENTRANCE of the Stat • �Innesota. CKP <br /> r MDIlt - Clad Engrn«n and Land Surveyors ELK RIVER, SHERBURNE COUNTY, MINNESOTA 3 <br /> - E. Johnson, P E. 3601 Thurman Ave„,Anoka.NSNuwW 55303 <br /> Dote 7/6/01 Lic No. 12651 — JEJ 763-427-5860 FAx 763-427-0520 DATE 7/16/01 I ILE 40 2982.01 SHEETS <br /> ,ui LC _GO' - 9 torr <br />