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LIEU-01211W 310 toll <br />E <br />• <br />L <br />•TOR1- 51.1IELD' SEAL <br />OR EQUAL <br />A <br />1/2" MORTAR ON <br />OUTSIDE BETWEEN <br />RINGS. CASTING & <br />MANHOLE FINISH <br />SMOOTH ON INSIDE. <br />NO MORTAR ON <br />INSIDE <br />RINGS <br />(1.0' MAX. OF <br />RINGS & <br />MORTAR). <br />CEMENT <br />MORTAR <br />SECTION <br />A -A <br />4B' I 6' PRECAST <br />"I BASE SLAB <br />ELEVATION <br />A UNEDWE OR BUM SEAL SHALL BE IME0 10 SEAL 11E TOP LAMS TO <br />IRE EASSTNV MO 1NE BOTTOM RIO TO THE DONE CR T01. STAB. <br />NO W000 SMALL BE 119® FOR ADILL511NO CASNP, CEMBR MORTAR ONLY. <br />AMMO RINDS MAY BE CONCRETE OR PUSfIC <br />CAS1 NON MANHOLE FROM @ COVER AS PER SPEC01CAIIXli <br />MANHOLE STEPS SIO4L SE CIS( IOW, ALL.. DR STEEL 90040 CEO PLASTIC <br />PER OM 0478 LOCATION SHALL BE AS NOTED IN WE SPECIFICATIONS. <br />PRECAST PENROR00 COMMIE MANHOLE SECTORS @ SASE SLAB PER 49TH CAM. <br />FURN61I PRECAST MANHOLE SECTORS WITH 0 -0N0 CASKETS @ LLERCMT EXCEPT <br />AS 00ERW9E SPECIFIED. <br />A 12. OR 18. 2AR22. SECTION SMALL BE INSTALLED 49OER TIE CCNE <br />WHENEVER POWELi <br />FILL OPEMNO BETWEEN PIPE @ MH WA L 143 CEMENT MDR. MIX SURFACE SOUL. SE FINN. 9/00151. <br />STORM SEWER MANHOLE, TYPE 407 <br />(PIPES 27" OR LESS) <br />PROPOSED DR EXMTNC <br />ROADWAY <br />B STEEL <br />PAINTED BLUE <br />BOX 0' <br />7-r MW LONG AT FULL <br />COVER AS SPECFED <br />SIZE, LENGTH, AND TYPE <br />OF MATERIAL FOR 5ERVME <br />UNE AS SPECIFIED <br />r TM. WITH <br />CRIMPED END <br />IORROMAL LOOP <br />GDRPOP411DN STOP <br />WATER SERVICE DETAIL <br />P. <br />rtt <br />:xW <br />G.moor F9mr 9m m 70i <br />STS A-A <br />at. PM2. arena or awa W 3D•. w IS. <br />QT. ton. . m 2 opt . mm nernimcmoisaum <br />ores of Ms Rm.. atby on. MWl apron 3 <br />®MmWwm 'C *5424 002* WMI0 DI apron <br />_SUPPORT CURB <br />BOX WITH CONIC <br />BLOCK <br />TABLE C- C4J.AIITIES <br />TABLE OF r11111Ei <br />ROMP AT RpM CAMEO or BOYS OF EWMMENT SPAN WONT <br />CLASS 1 <br />ayC <br />CUM m <br />.3Cre <br />CLASS N <br />4yp.t2• <br />On <br />LI .) <br />L <br />191) <br />12• <br />02.01 <br />( O R i . T e . <br />s <br />Me10 <br />OmarMr <br />CU W <br />r <br />0. <br />IP. <br />)(Co. <br />88940 <br />Ma Mr <br />W.)(C. <br />21• <br />DeDN <br />lY <br />Ir <br />0s4p <br />IvnmerjI <br />12 <br />TS <br />10 <br />24 <br />20 <br />b <br />42 <br />a <br />O <br />8 <br />8 <br />108 <br />14 <br />11 <br />i o <br />ZO <br />29 <br />. <br />2.2 <br />59 <br />Sa <br />13 <br />92 <br />ie1i <br />i <br />IA <br />9 <br />i0 <br />L1 <br />22 <br />331 <br />T <br />A0 <br />s <br />AI <br />S9 <br />8.3 <br />53 <br />27 <br />108 <br />lu <br />v4 <br />21 <br />u <br />3D <br />4.2 <br />4.2 <br />S <br />9 <br />e <br />4S <br />SB <br />7B <br />84 <br />11.0 <br />1.5 <br />14 <br />. <br />217i. <br />(1.48 <br />OS <br />29 <br />3A <br />2 <br />SS <br />S <br />0.3 <br />I <br />1JL <br />TABLE OF r11111Ei <br />ROMP AT RpM CAMEO or BOYS OF EWMMENT SPAN WONT <br />OD <br />Map Pm. FIN''.' m maohWD mat waeara..e ma <br />RIPRAP AT RCP OUTLETS <br />1NFI- SHIELD" � <br />SEAL OR EQUAL <br />1/2' MORTAR -r <br />ON OUTSIDE, <br />BETWEEN RINGS, <br />CAS1150 & AND <br />MANHOLE. FINISH <br />SMOOTH ON <br />THE INSIDE. <br />1,10 MORTAR ON <br />INSIDE. <br />MANHOLE <br />SLEEVE <br />SEE DETAIL <br />IL <br />27' <br />RINGS <br />(1' MAX OF <br />RINGS & <br />MORTAR). <br />SECTION A -A <br />S <br />`f <br />2 <br />PLAN <br />I <br />10 <br />IN. <br />STAINLESS <br />STEEL <br />STRAP <br />S <br />FLEXIBLE <br />SLEEVE <br />MANHOLE SLEEVE <br />A UREBMNE OR BUM SEAL SHALL BE USED 10 SEAL THE TOP ROC TO <br />THE GAS. AND THE 91371CM RPM TO THE GORE 00 TOP 9A8. <br />NO MOOD SHALL BE USED FOR MIMING CASTOR CEMENT MORTAR ONLY. <br />ADJUSTNC WINS ANY BE CONCRETE OR PLASTIC. <br />CAST EON MMICE FRAME It COYER AS PER SPECIFICAONL <br />MANHOLE STEPS WALL BE DIET IRON. ALIAANM OR STEEL RONFORCW PLA9mm, PER <br />AVM C475. STEP LOCATION SHALL BE AS NOTED IN THE SPECPOATONS. <br />P2200T 901400 ICED CCIOREIE WMMLE SECO0NS PER 05114 C478. FURNBHED <br />O -RING 44(5005 AND 4491MWf OREPT AS OTHERWISE SPECIFIES <br />A 1ST 05 5• BARREL SECTION SMALL BE !STALLED UNDER THE CO. 5/HOMIER <br />POSSIBLE <br />PIPE CONNECTORS TO 020140.E SEWN. BE MME WATER TOH1 BY CAST INPLACE <br />RUBBER BOOT MD COMBAT MORTAR. INSIDE SURFACE SHALL BE FINISl1ED SMOOTH. <br />SANITARY SEWER MANHOLE, TYPE 301 <br />(PIPES 27" OR LESS) <br />2' X 2" HARDWOOD <br />MARKER W/SPIKE <br />E -s METAL FENCE <br />POST MARKER <br />PANTED GREEN <br />SERVICE SLOPE 1X MM. <br />WE ,7= <br />II <br />=I�YrI�II�y GRANULAR (BEDDING <br />MATERIAL (COMPACTED) <br />WITHOUT RISER <br />NOTE SERVICE PIPE TO BE PVC. <br />SCH. 40 (ASTM D- 2136S). <br />SOLVENT WELD ALL JOINTS. <br />DEPTHS GREATER THAN <br />14' WHERE RISER APPROVED <br />BY ENGINEER. <br />SERVICE <br />WYE - <br />I.9L 2BI' 0I <br />2' x 2' HARDWOOD <br />MARKER W /SPIKE <br />AIRTIGHT <br />PLUG OR <br />CAP <br />B' METAL FENCE <br />POST MARKER <br />PANTED GREEN <br />3' <br />SLOPE 1R MIN <br />7] h� <br />45• <br />WITH RISER <br />i <br />IL 1 <br />ARTCHT <br />PWG OR <br />GAP <br />45' BEND <br />GRANULAR BEDDING <br />MATERIAL (COMPACTED) <br />SERVICE WYE TO BE <br />EMBEDDED IN CONCRETE <br />NOTE SERVICE PIPE TO BE PVC, <br />SCH. 40 (ATM D- 2865). <br />SOLVENT WELD ALL JOINTS. <br />SANITARY SEWER SERVICE <br />GEOTEXIILE WITH NET <br />BACKING -� <br />5' METAL OR 2'X2'1/000 FENCE POST <br />II <br />BACKFILL I <br />t <br />I dl <br />i <br />II <br />II <br />GEOTEXTIIE TO <br />OVERLAP THROUGH <br />TRENCH. <br />NOTE : -SILT FENCE SHALL CONFORM TO <br />MNDOT 3006, TYPE B. <br />- FENCING SHALL BE PLACED ALONG CONTOURS <br />OR AS DIRECTED BY ENGINEER. <br />SILT FENCE <br />00- <br />NOTE COO-BLUE BOLTS <br />OR EQUAL REQUIRED ON <br />ALL WATERMAN FITTINGS. <br />Pp= "_ <br />ELEVATION <br />PLAN <br />SECTION <br />UNDISTURBED <br />SOIL <br />501 -6' DUCTILE <br />IRON PIPE BLOCKING <br />UNDISTURBED <br />SOIL <br />ELF 6' DUCTILE <br />IRON PIPE BLOCKING <br />DUCTILE IRON PIPE REACTION BACKING <br />(FOR BENDS) <br />A URETHANE OR BUM SEAL SHALL BE USED TO SEAL TIC TOP 1182 TO <br />TFE 0451100 AND TIE 957TOM RIND TO WE CONE OR TOP SLAB. <br />'NTT- SHIELD' SEAL <br />OR EQUAL <br />RINGS <br />(1.0' MAX. OF <br />RINGS & MORTAR). <br />MJOIP, CL 50 PIPE AND FITTINGS <br />TO BE USED FOR DROP SECTION. <br />DROP SECTION PIPE SIZE TO BE <br />EQUIVALENT TO INLET PIPE SIZE. <br />END OF DP PIPE TO BEAR <br />ON UNDISTURBED SOIL <br />18' MIN. DIP <br />100 <br />CONSTRUCTION JOINT <br />IF NECESSARY. <br />OUTSIDE DROP TO BE <br />SECURED TO MANHOLE <br />WITH 3' X 14 GA. GALV. <br />STRAPS ANCHORED WITH <br />4-KWIK BOLTS O 5' O.C. <br />SLOPE INVERT <br />AS SHOWN <br />49 <br />117 <br />SANITARY SEWER OUTSIDE DROP <br />V20 <br />SO <br />(O" _.O <br />QV <br />6'IAIN <br />1' - 2' <br />WASHED ROCK <br />ROCK CONSTRUCTION ENTRANCE <br />PLAN <br />II <br />� IE <br />L UNDISTURBED <br />I <br />6LF -6" DUCTILE <br />IRON PIPE BLOCKING <br />BIIIIF�I�III�IIWIIESIk <br />�I I <br />PLAN <br />I_ <br />I I <br />SECTION <br />II <br />6LF -6' DUCTILE <br />IRON PIPE BLOCKING <br />NOTE CO2 -BLUE BOLTS <br />DR EQUAL REQUIRED ON <br />ALL WATERMAIN FITTINGS. <br />DUCTILE IRON PIPE REACTION BACKING <br />(FOR TEES AND CROSSES) <br />ATERMAN <br />HYDRANT <br />GATE VALVE <br />at BOX <br />ACK OF <br />CURB <br />VARIES <br />CURB <br />NOTE: COR -BLUE BOLTS <br />OR EQUAL REQUIRED ON <br />ALL WATERM2N FITTINGS. <br />3/4' GALVANIZED <br />STEEL TIE ROOS <br />OR 'MEGA LUG' THRUST <br />RETAINER GLANDS (OR <br />EOUNALANT) AT JOINTS <br />SEE STD. DWG. 203 <br />TYPICAL HYDRANT LAYOUT <br />(VALVE IN BOULEVARD) <br />24 <br />PROP UNE <br />WELD CONDUCTIVITY <br />STUD 2' BELOW FLANGE <br />(FOR <br />URP000)RON <br />COVER AS <br />SPECIFIED <br />6"X8'%16' <br />CONCRETE <br />BLOCK <br />NOTE: COW -BWE BOLTS <br />OR EQUAL REQUIRED ON <br />ALL WATERMAIN FITTINGS, <br />WATERMAIN SIZE VARIES <br />CURB <br />COVER AS <br />SPECIFIED <br />6'XB'X16' CONC. BLOCK <br />GEOTEATLE FABRIC <br />MNDOT 3733 <br />TYPE 3 <br />CONCRETE <br />BLOCK <br />REACTION <br />BACKING <br />1 1/2' WASHED <br />ROCK AU. <br />AROUND <br />MIN. 1/3 C.Y. <br />(MIN. <br />MPERVIOUS IN <br />SOILS.) <br />GATE VALVE BOX <br />GATE VALVE <br />1 1/2' WASHED ROCK ALL <br />AROUND. MIN.1 /3 C.Y. <br />(MIN. 1 C.Y. IN IMPERVIOUS SOILS) <br />TIE RODS OR MEGA LUG <br />RETAINER GLANDS (OR EQUAL) <br />MNDOT 3733 TYPE 3 <br />GEOTEXOLE FABRIC <br />MIN. 1 LAYER <br />ATTACH TO TOP SECTION <br />OF VALVE BOX <br />MAr1 2006 GATE VALVE INSTALLATION <br />TMT <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />ARCHITECT /ENGINEER <br />PLANNER <br />HARTFORD <br />AM <br />amrm$203•mOR, Mk <br />Int 00111.11.1.11M <br />re Masw <br />I lash RIBF that tl4 .011a. <br />or 101 w pelt. h m Imdm my <br />OM NPN4e. aid 4B l an OM/ <br />Ummi Pre 4 EM. ui 14 <br />Ion M M*RAM M Mum.. <br />M. IL Art. / <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS <br />LL., LLC. <br />IMO.. MOO RAO <br />9DMNOTON MI <br />22 <br />FNI IBSETBIBM00 <br />9: WMN01 <br />PROJECT: <br />LEGACY I <br />TOWNHOMES <br />LEGACY <br />AT <br />WOODS <br />EDGE <br />MINNESOTA <br />LINO WG3 <br />MINNEOTA <br />ISSUE: <br />12/25 /2.s PREU4. SITE PLAN <br />3/10105 CITY SUBNITAL <br />REV. THIS SHEET <br />NO REV. THIS SHEET <br />SHEET TITLE: <br />PRELIMINARY <br />SITE DETAILS 4 <br />SHEET NUMBER: <br />C0PE190IDOE IMORI00 GROUP WE DIG. AR01ITECTOOMMEOPIAMB8 <br />C6.3 I, <br />ew•aM•q� <br />0g10 I91W911M <br />x. Tx <br />rN)(IU <br />AM <br />Ya.)gca. <br />ay9•,0rr <br />:. <br />m94y <br />Ta.1( <br />101.9 <br />1 <br />118.1 <br />284 <br />ON1M <br />18 <br />S5 <br />Z <br />B.3 <br />10.0 <br />120 <br />5eev <br />R. <br />OK) <br />L <br />(2.)(a <br />OTM ID W9%R <br />Spy FPMr <br />Ya.)I(u. r1)(CU <br />22 <br />20 <br />10 <br />12 <br />16 <br />i <br />20 <br />u 1 3D <br />SS DA <br />73 25 <br />3 <br />1449 53 <br />211 <br />a.9 <br />ea <br />tm <br />a <br />a@ <br />411 <br />02 <br />I S <br />OD <br />Map Pm. FIN''.' m maohWD mat waeara..e ma <br />RIPRAP AT RCP OUTLETS <br />1NFI- SHIELD" � <br />SEAL OR EQUAL <br />1/2' MORTAR -r <br />ON OUTSIDE, <br />BETWEEN RINGS, <br />CAS1150 & AND <br />MANHOLE. FINISH <br />SMOOTH ON <br />THE INSIDE. <br />1,10 MORTAR ON <br />INSIDE. <br />MANHOLE <br />SLEEVE <br />SEE DETAIL <br />IL <br />27' <br />RINGS <br />(1' MAX OF <br />RINGS & <br />MORTAR). <br />SECTION A -A <br />S <br />`f <br />2 <br />PLAN <br />I <br />10 <br />IN. <br />STAINLESS <br />STEEL <br />STRAP <br />S <br />FLEXIBLE <br />SLEEVE <br />MANHOLE SLEEVE <br />A UREBMNE OR BUM SEAL SHALL BE USED 10 SEAL THE TOP ROC TO <br />THE GAS. AND THE 91371CM RPM TO THE GORE 00 TOP 9A8. <br />NO MOOD SHALL BE USED FOR MIMING CASTOR CEMENT MORTAR ONLY. <br />ADJUSTNC WINS ANY BE CONCRETE OR PLASTIC. <br />CAST EON MMICE FRAME It COYER AS PER SPECIFICAONL <br />MANHOLE STEPS WALL BE DIET IRON. ALIAANM OR STEEL RONFORCW PLA9mm, PER <br />AVM C475. STEP LOCATION SHALL BE AS NOTED IN THE SPECPOATONS. <br />P2200T 901400 ICED CCIOREIE WMMLE SECO0NS PER 05114 C478. FURNBHED <br />O -RING 44(5005 AND 4491MWf OREPT AS OTHERWISE SPECIFIES <br />A 1ST 05 5• BARREL SECTION SMALL BE !STALLED UNDER THE CO. 5/HOMIER <br />POSSIBLE <br />PIPE CONNECTORS TO 020140.E SEWN. BE MME WATER TOH1 BY CAST INPLACE <br />RUBBER BOOT MD COMBAT MORTAR. INSIDE SURFACE SHALL BE FINISl1ED SMOOTH. <br />SANITARY SEWER MANHOLE, TYPE 301 <br />(PIPES 27" OR LESS) <br />2' X 2" HARDWOOD <br />MARKER W/SPIKE <br />E -s METAL FENCE <br />POST MARKER <br />PANTED GREEN <br />SERVICE SLOPE 1X MM. <br />WE ,7= <br />II <br />=I�YrI�II�y GRANULAR (BEDDING <br />MATERIAL (COMPACTED) <br />WITHOUT RISER <br />NOTE SERVICE PIPE TO BE PVC. <br />SCH. 40 (ASTM D- 2136S). <br />SOLVENT WELD ALL JOINTS. <br />DEPTHS GREATER THAN <br />14' WHERE RISER APPROVED <br />BY ENGINEER. <br />SERVICE <br />WYE - <br />I.9L 2BI' 0I <br />2' x 2' HARDWOOD <br />MARKER W /SPIKE <br />AIRTIGHT <br />PLUG OR <br />CAP <br />B' METAL FENCE <br />POST MARKER <br />PANTED GREEN <br />3' <br />SLOPE 1R MIN <br />7] h� <br />45• <br />WITH RISER <br />i <br />IL 1 <br />ARTCHT <br />PWG OR <br />GAP <br />45' BEND <br />GRANULAR BEDDING <br />MATERIAL (COMPACTED) <br />SERVICE WYE TO BE <br />EMBEDDED IN CONCRETE <br />NOTE SERVICE PIPE TO BE PVC, <br />SCH. 40 (ATM D- 2865). <br />SOLVENT WELD ALL JOINTS. <br />SANITARY SEWER SERVICE <br />GEOTEXIILE WITH NET <br />BACKING -� <br />5' METAL OR 2'X2'1/000 FENCE POST <br />II <br />BACKFILL I <br />t <br />I dl <br />i <br />II <br />II <br />GEOTEXTIIE TO <br />OVERLAP THROUGH <br />TRENCH. <br />NOTE : -SILT FENCE SHALL CONFORM TO <br />MNDOT 3006, TYPE B. <br />- FENCING SHALL BE PLACED ALONG CONTOURS <br />OR AS DIRECTED BY ENGINEER. <br />SILT FENCE <br />00- <br />NOTE COO-BLUE BOLTS <br />OR EQUAL REQUIRED ON <br />ALL WATERMAN FITTINGS. <br />Pp= "_ <br />ELEVATION <br />PLAN <br />SECTION <br />UNDISTURBED <br />SOIL <br />501 -6' DUCTILE <br />IRON PIPE BLOCKING <br />UNDISTURBED <br />SOIL <br />ELF 6' DUCTILE <br />IRON PIPE BLOCKING <br />DUCTILE IRON PIPE REACTION BACKING <br />(FOR BENDS) <br />A URETHANE OR BUM SEAL SHALL BE USED TO SEAL TIC TOP 1182 TO <br />TFE 0451100 AND TIE 957TOM RIND TO WE CONE OR TOP SLAB. <br />'NTT- SHIELD' SEAL <br />OR EQUAL <br />RINGS <br />(1.0' MAX. OF <br />RINGS & MORTAR). <br />MJOIP, CL 50 PIPE AND FITTINGS <br />TO BE USED FOR DROP SECTION. <br />DROP SECTION PIPE SIZE TO BE <br />EQUIVALENT TO INLET PIPE SIZE. <br />END OF DP PIPE TO BEAR <br />ON UNDISTURBED SOIL <br />18' MIN. DIP <br />100 <br />CONSTRUCTION JOINT <br />IF NECESSARY. <br />OUTSIDE DROP TO BE <br />SECURED TO MANHOLE <br />WITH 3' X 14 GA. GALV. <br />STRAPS ANCHORED WITH <br />4-KWIK BOLTS O 5' O.C. <br />SLOPE INVERT <br />AS SHOWN <br />49 <br />117 <br />SANITARY SEWER OUTSIDE DROP <br />V20 <br />SO <br />(O" _.O <br />QV <br />6'IAIN <br />1' - 2' <br />WASHED ROCK <br />ROCK CONSTRUCTION ENTRANCE <br />PLAN <br />II <br />� IE <br />L UNDISTURBED <br />I <br />6LF -6" DUCTILE <br />IRON PIPE BLOCKING <br />BIIIIF�I�III�IIWIIESIk <br />�I I <br />PLAN <br />I_ <br />I I <br />SECTION <br />II <br />6LF -6' DUCTILE <br />IRON PIPE BLOCKING <br />NOTE CO2 -BLUE BOLTS <br />DR EQUAL REQUIRED ON <br />ALL WATERMAIN FITTINGS. <br />DUCTILE IRON PIPE REACTION BACKING <br />(FOR TEES AND CROSSES) <br />ATERMAN <br />HYDRANT <br />GATE VALVE <br />at BOX <br />ACK OF <br />CURB <br />VARIES <br />CURB <br />NOTE: COR -BLUE BOLTS <br />OR EQUAL REQUIRED ON <br />ALL WATERM2N FITTINGS. <br />3/4' GALVANIZED <br />STEEL TIE ROOS <br />OR 'MEGA LUG' THRUST <br />RETAINER GLANDS (OR <br />EOUNALANT) AT JOINTS <br />SEE STD. DWG. 203 <br />TYPICAL HYDRANT LAYOUT <br />(VALVE IN BOULEVARD) <br />24 <br />PROP UNE <br />WELD CONDUCTIVITY <br />STUD 2' BELOW FLANGE <br />(FOR <br />URP000)RON <br />COVER AS <br />SPECIFIED <br />6"X8'%16' <br />CONCRETE <br />BLOCK <br />NOTE: COW -BWE BOLTS <br />OR EQUAL REQUIRED ON <br />ALL WATERMAIN FITTINGS, <br />WATERMAIN SIZE VARIES <br />CURB <br />COVER AS <br />SPECIFIED <br />6'XB'X16' CONC. BLOCK <br />GEOTEATLE FABRIC <br />MNDOT 3733 <br />TYPE 3 <br />CONCRETE <br />BLOCK <br />REACTION <br />BACKING <br />1 1/2' WASHED <br />ROCK AU. <br />AROUND <br />MIN. 1/3 C.Y. <br />(MIN. <br />MPERVIOUS IN <br />SOILS.) <br />GATE VALVE BOX <br />GATE VALVE <br />1 1/2' WASHED ROCK ALL <br />AROUND. MIN.1 /3 C.Y. <br />(MIN. 1 C.Y. IN IMPERVIOUS SOILS) <br />TIE RODS OR MEGA LUG <br />RETAINER GLANDS (OR EQUAL) <br />MNDOT 3733 TYPE 3 <br />GEOTEXOLE FABRIC <br />MIN. 1 LAYER <br />ATTACH TO TOP SECTION <br />OF VALVE BOX <br />MAr1 2006 GATE VALVE INSTALLATION <br />TMT <br />FOR REVIEW ONLY <br />NOT FOR CONSTRUCTION <br />ARCHITECT /ENGINEER <br />PLANNER <br />HARTFORD <br />AM <br />amrm$203•mOR, Mk <br />Int 00111.11.1.11M <br />re Masw <br />I lash RIBF that tl4 .011a. <br />or 101 w pelt. h m Imdm my <br />OM NPN4e. aid 4B l an OM/ <br />Ummi Pre 4 EM. ui 14 <br />Ion M M*RAM M Mum.. <br />M. IL Art. / <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS <br />LL., LLC. <br />IMO.. MOO RAO <br />9DMNOTON MI <br />22 <br />FNI IBSETBIBM00 <br />9: WMN01 <br />PROJECT: <br />LEGACY I <br />TOWNHOMES <br />LEGACY <br />AT <br />WOODS <br />EDGE <br />MINNESOTA <br />LINO WG3 <br />MINNEOTA <br />ISSUE: <br />12/25 /2.s PREU4. SITE PLAN <br />3/10105 CITY SUBNITAL <br />REV. THIS SHEET <br />NO REV. THIS SHEET <br />SHEET TITLE: <br />PRELIMINARY <br />SITE DETAILS 4 <br />SHEET NUMBER: <br />C0PE190IDOE IMORI00 GROUP WE DIG. AR01ITECTOOMMEOPIAMB8 <br />C6.3 I, <br />