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T <br />OWNER AND <br />SUBDIVIDER: <br />04.3E COMPANIES, INC. <br />7875 S7AT10N PARKWAY NW. <br />ANDOVER. NN. 55304 <br />(763) 755 -6554 <br />ENGINEER LSI ENGINEERING, INC. <br />1875 STATION PARKWAY NW. <br />ANDOVER, MN. 55.304 <br />(763) 862 -3287 <br />PINE GLEN <br />PRELIMINARY GRADING, DRAINAGE & EROSION CONTROL PLAN <br />for <br />23, LLC. <br />James <br />Street <br />J.-9A -- <br />), 1 fl- INFILTRATION AREA #4 <br />DRY POND <br />'N 1YRW897.5 <br />.101R =897,7 <br />PONDf3 <br />NWL6B98.5 <br />1766,860.6 <br />7007 =QBryS <br />/ <br />POND'S <br />__.-NWL =9(145 <br />1 Tp e1104.7 <br />107,.905.2 <br />1001Rw90 <br />4; <br />PROPOSED <br />COMMERCIAL AREA <br />1 taxes. <br />--!— 1w- owm.7- <br />PErpan{ en 44vei ue <br />1- =t - -- NWL=904.0 04.0I <br />1TR=9 <br />10YR.904 .11 <br />(Unopened) / • <br />dP l ,I� �,. -t'• ',„1;21,-4:-.1.14 -_, - -- r sw___ -_- _ j - <br />I`. I ( ' _• --�` ' I'i r I . <br />J.) L-- - - - - -- ---------1-1 1 , I <br />I I I y.1 ---------- 1_ . <br />1 1—I 1 -I 1„1.----1-...1 <br />I. I I I' ___I - 1 I '1__: 1 �'4•.I 1 I <br />I �.' ( I _1_ I J- ' _J__. I <br />I <br />, aJ%)` 9 8 <br />1,/ritood <br />- .,- r,- v }- ; >;•.n�- v+�4a; ,.....- Y,-,' r+, yi- r{r•r,..,m- �r— .v^.v.v.Y, -.�,. <br />INFlITpAt10F.AREA yF7 <br />k`+ <br />ROCK ENTRANCE DETAIL <br />NOT TO SCALE <br />t =— <br />Dup <br />INFTC}RA ITON7'mfEE <br />(DIRT) PON5 D) I <br />1TR 908. <br />ant----- AveauS" / (Unbpened)' <br />l �YRA`6kfi% <br />1 '1 ' 1010 tl96 L: <br />000009¢867.0 <br />• <br />7.11tleeto /Ma WI <br />.7 MK ILL 1.17,11 IMO le 1110. <br />Al WAS= <br />WIm 10117 e. 1M <br />UM. SIX MOW VIM <br />TYPICAL SILT PENCE INSTALLATION <br />NOT TO SCALE <br />I I <br />I I <br />Lois <br />I I I <br />i l l i l l <br />STANDARD STREET SECTION <br />NOT TO SCALE <br />Lane <br />I I I <br />LEGENCI <br />DENOTES EDGE G WELAND <br />AS DEL0KATm BY <br />6.101040 ENMROWENTK <br />' `'r-v um, Inc LF1. <br />E.N Ag Mee <br />LOOM!. or NN.. <br />fence <br />-- Non 790* CMM. Memel <br />-.9010 10 feel Cont. Mei. <br />—a Om°.E Tranrmasen 7Me <br />Awn. VIBTy tine <br />Iwe Spot [Mahan <br />O 1elewww 6o. <br />W0)7 Pao <br />e Mnl <br />E% EANOBy d1¢R <br />EA. NATENNAW <br />5) Ex STORM SERER <br />DENOTES SOIL 606760 61 <br />STS CONSULTANTS, INC. <br />DENOTES 6.0721100 BUILDING <br />-- • - -wew PROPOSED CLEARING LIMITS <br />") DENOTES WATER GARDEN <br />•--"- PROPOSED 2' CONTOUR <br />- --T.. PROPOSED 10' CONTOUR <br />w PROPOSED SILT FENCE <br />— PROPOSED DRAINAGE FLOW <br />CGL DENOTES CUSTOM GRADED LOT <br />(ROOM DENOTES PROPOSED SPOT ELEVATION <br />DENOTES 6' WOOD CHIP TRNL <br />DENOTES EASEMENT <br />30. FRON1 SETBACK <br />91).6 <br />ru0 <br />06904.6 <br />904.6 <br />15 <br />i <br />35' REAR 4I9ACK LIM <br />Y <br />0AN2F17000 (70460401 <br />FR -__FULL BASEMENT <br />FBS00- -1645 BASFJIEM <br />SPLIT WALKOUT <br />rim - -FILL BASEMENT wALK001 <br />WEB --- MODEE0 FULL BASEMENT <br />MFBSWO- MODe60 FULL BASEMENT <br />SPLIT WALKOUT <br />1)977110 - 100665 NAL BASEMENT <br />w(LKduT <br />SE -- -SPLIT ENTRY <br />SWO - -5PLn EMIR? YNLKOI0 <br />D ENOTES MINOAN FLOOR ELEVATION <br />DENOTES PROPOSER <br />• 80U7 t*E0A5ON <br />D ENOTES PAD AREA 50 A 05' <br />WOMDUAL NOOK SEES MAY *081 <br />DENOTES 17PK41. DRAINAGE <br />AND MUTT EASEMENTS <br />LESS ONARWSE 9NOWN <br />ON191PLAY. <br />NOTE: FULL BASEMENT 1' <br />FROM GARAGE FLOOR <br />TO 9ASE.4.1 <br />FLOOR TYPO. <br />TYPICAL LOT DETAIL <br />NOT 10 SCALE <br />RFATINAe Frn ?F <br />1. INSTALL SILT FENCE <br />2. BERN SITE GRADING <br />s. STRIP 10P SOl <br />G. GRADE STE <br />TOPSOIL DISTURBED AREAS <br />2. SEED AND MULCH DISTURBED AREAS <br />(MBeN 14 DAYS FROA COMPLETION OF GRADING) <br />UTILITY CONSTRUCTION <br />STREET CONSTRUCTION <br />SUED AND MULCH NEWLY DISTURBED AREAS <br />(WTHIN 14 DAYS FROM COMPLETION OF GRADING) <br />7. INDIVIDUAL BUILDERS RESPONSIBLE FOR EROSION CONTROL <br />AND RESTORATION FOR HOME CONSTRUCTION. <br />6 <br />NOTE: <br />t. DRAINAGE k UTILITY EASEMENT <br />0VER ALL OF 061107 A, 778 C <br />STORM SEWER SILTATION CONTROL <br />NOT 10 SCALE <br />e <br />D <br />GRAPHIC SCALE <br />Ito 0 IC <br />a ■■ RN -- - <br />Mel 1■NO <br />( 777 6067 ) <br />i 1nel - 100 ft. <br />=1 J <br />1075 STATION PARKWAY NW. <br />ANDOVER. MN. 55304 <br />(763) 862 -3281 <br />I hereby eertlly that this plan, specification or <br />report was preparers 09 me or under my direst <br />supervision end that I en, o duly Licensed <br />Professional Engineer under the lows at the <br />State 01 Minnesota. <br />Print Nome: Lawrence J. Orson <br />Signature: • <br />9 /95/04 ' <br />Dote 9eoiet?ation No _AM_ <br />REMSED: 6/9/05 <br />RECE <br />JUL 0 7 2005 <br />CITY OF LINO LAKE <br />