INWOOD PROPERTIES SOIL REMOVAL. MISS D G System, Inc WASHINGTON TOWNSHIP, MACOMB COUNTY, MICHIGAN LEGAL DESCRIPTION

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LEGL (PER TITLE COMMITMENT NUMBER 50-5349, PREPRED BY THE PHILIP F GRECO TITLE COMPNY ND ITS UNDERWRITER CHICGO TITLE INSURNCE COMPNY, DTED PRIL 8, 005)

PROPOSED SITE THE EST OF THE EST OF THE NORTHWEST OF SECTION, TOWN 4 NORTH, RNGE EST, LSO THE NORTHEST OF SECTION, EXCEPT NORTH 50 CRES THEREOF; LSO

DEGREES 0 MINUTES 5 SECONDS WEST 46860 FEET; THENCE NORTH 558 FEET; THENCE NORTH 89 DEGREES 0 MINUTES 5 SECONDS EST 46880 FEET TO THE POINT OF

BEGINNING; THENCE SOUTH 3 00 FEET LONG SID CENTERLINE; THENCE NORTH 89 DEGREES 38 MINUTES 40 SECONDS WEST 368 4 FEET; THENCE NORTH 000 FEET; THENCE

CONTROL PLN 0-3- JSM TOWNSHIP SUBMITTL 9-9-3 SE TOWNSHIP RESUBMITTL 3 --4 DPC TOWNSHIP RESUBMITTL FEET TO THE POINT OF BEGINNING 6 DETILS FUTURE

(MOUND ROD); TO THE POINT OF BEGINNING; SECTION (INWOOD ROD) TO THE CENTER OF SECTION ; THENCE CONTINUING LONG SID EST-WEST /4 LINE S88 33"W, 6830 FEET;

SECTION ; THENCE S0 044"W, 480 FEET LONG THE NORTH-SOUTH /4 LINE OF SID SECTION TO POINT ON LINE 48 FEET SOUTHERLY OF ND PRLLEL TO THE NORTH LINE OF SID

$(S FIELD SURVEYED) PRT OF THE NORTH / OF SECTION, T-4-N, R--E, WSHINGTON TOWNSHIP, MCOMB COUNTY, W:\Projects\Projects F-J\I34000\CD\0_I34000_TS0dgn$ SID EST-WEST LINE POINT OF BEGINNING ND CONTINING 44363 CRES PRCEL B (S FIELD SURVEYED) PRT OF THE NORTH / OF SECTION, T-4-N, R--E, WSHINGTON TOWNSHIP,

SID EST-WEST LINE POINT OF BEGINNING ND CONTINING 44363 CRES PRCEL B (S FIELD SURVEYED) PRT OF THE NORTH / OF SECTION, T-4-N, R--E, WSHINGTON TOWNSHIP,

S8 534"W, 46880 FEET; THENCE CORNER OF SID SECTION ; THENCE S88 3803"W, 3680 FEET LONG THE EST-WEST /4 LINE OF SID SECTION (INWOOD ROD); THENCE N0

CRES EXISTING PROPOSED TREE / BRUSH LINE PROPERTY LINE RIGHT-OF-WY LINE DIRT DRIVE EDGE OF SPHLT GRVEL ROD MOUND FUTURE POND L E G E N D } NOTE: BOUNDRY

BY STERLING TOPSOIL LOCTION MP NOT TO SCLE OWNER INWOOD PROPERTIES 3300 HOBRTH ROD NEW BLTIMORE, MI 4804 PHONE: 48-649-500 8 MISS D G System, Inc

1 LEGL (PER TITLE COMMITMENT NUMBER , PREPRED BY THE PHILIP F GRECO TITLE COMPNY ND ITS UNDERWRITER CHICGO TITLE INSURNCE COMPNY, DTED PRIL 8, 005) LEGL SITUTED IN THE TOWNSHIP OF WSHINGTON, MCOMB COUNTY, MICHIGN DESCRIBED S: INWOOD PROPERTIES SOIL REMOVL WSHINGTON TOWNSHIP, MCOMB COUNTY, MICHIGN PROPOSED SITE THE EST OF THE EST OF THE NORTHWEST OF SECTION, TOWN 4 NORTH, RNGE EST, LSO THE NORTHEST OF SECTION, EXCEPT NORTH 50 CRES THEREOF; LSO EXCEPT COMMENCING T THE NORTHEST CORNER OF SID SECTION ; THENCE SOUTH 66 FEET TO THE POINT OF BEGINNING; SHEET NO THENCE SOUTH 558 FEET; THENCE SOUTH 89 DEGREES 0 MINUTES 5 SECONDS WEST FEET; THENCE NORTH 558 FEET; THENCE NORTH 89 DEGREES 0 MINUTES 5 SECONDS EST FEET TO THE POINT OF BEGINNING, LSO EXCEPTING COMMENCING T THE NORTHEST CORNER OF SID SECTION ; THENCE SOUTH LONG THE CENTERLINE OF MOUND ROD 45 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 3 00 FEET LONG SID CENTERLINE; THENCE NORTH 89 DEGREES 38 MINUTES 40 SECONDS WEST FEET; THENCE NORTH 000 FEET; THENCE SOUTH 89 DEGREES 38 MINUTES 40 SECONDS EST INDEX OF SHEETS TITLE SHEET EXISTING SITE PLN OVERLL SITE PLN ENLRGED SITE PLN GRDING ND EROSION CONTROL PLN 0-3- JSM TOWNSHIP SUBMITTL SE TOWNSHIP RESUBMITTL DPC TOWNSHIP RESUBMITTL FEET TO THE POINT OF BEGINNING 6 DETILS FUTURE RECLMTION PLN (S FIELD SURVEYED) PRT OF THE NORTH / OF SECTION, T-4-N, R--E, WSHINGTON TOWNSHIP, MCOMB COUNTY, 949 FEET LONG THE EST LINE OF SID SECTION (MOUND ROD); TO THE POINT OF BEGINNING; SECTION (INWOOD ROD) TO THE CENTER OF SECTION ; THENCE CONTINUING LONG SID EST-WEST /4 LINE S88 33"W, 6830 FEET; THENCE N0 4"W, 6666 FEET TO POINT ON THE NORTH LINE OF SID SECTION ; THENCE N "E, 6955 FEET LONG SID NORTH LINE TO THE NORTH /4 CORNER OF SID SECTION ; THENCE S0 044"W, 480 FEET LONG THE NORTH-SOUTH /4 LINE OF SID SECTION TO POINT ON LINE 48 FEET SOUTHERLY OF ND PRLLEL TO THE NORTH LINE OF SID SECTION ; THENCE N89 06"E, 330 FEET LONG SID LINE; THENCE S 63"E, 008 FEET; THENCE N89 053"E, 368 FEET TO THE POINT OF BEGINNING ND CONTINING CRES (S FIELD SURVEYED) PRT OF THE NORTH / OF SECTION, T-4-N, R--E, WSHINGTON TOWNSHIP, MCOMB COUNTY, W:\Projects\Projects F-J\I34000\CD\0_I34000_TS0dgn 5/3/ FEET LONG THE NORTH-SOUTH LINE /4 LINE OF SID SECTION TO THE POINT OF BEGINNING: LINE TO THE CENTER OF SID SECTION ; THENCE CONTINUING LONG SID EST-WEST LINE POINT OF BEGINNING ND CONTINING CRES PRCEL B (S FIELD SURVEYED) PRT OF THE NORTH / OF SECTION, T-4-N, R--E, WSHINGTON TOWNSHIP, MCOMB COUNTY, 949 FEET LONG THE EST LINE OF SID SECTION (MOUND ROD) TO THE POINT OF BEGINNING; THENCE CONTINUING LONG SID LINE S 68"E, 368 FEET; THENCE S8 534"W, FEET; THENCE CORNER OF SID SECTION ; THENCE S "W, 3680 FEET LONG THE EST-WEST /4 LINE OF SID SECTION (INWOOD ROD); THENCE N0 0440"E, FEET; THENCE S "W, FEET TO FEET LONG THE NORTH-SOUTH /4 LINE OF SID SECTION TO POINT ON LINE 48 FEET SOUTHERLY CONTINING 5000 CRES EXISTING PROPOSED TREE / BRUSH LINE PROPERTY LINE RIGHT-OF-WY LINE DIRT DRIVE EDGE OF SPHLT GRVEL ROD MOUND FUTURE POND L E G E N D } NOTE: BOUNDRY INFORMTION IS FROM GIFFELS-WEBSTER ENGINEERS, INC LT/CSM SURVEY FROM , JOB NUMBER 00M NOTE: THE REMOVL OPERTIONS OF THE FCILITY WILL BE PREFORMED BY STERLING TOPSOIL LOCTION MP NOT TO SCLE OWNER INWOOD PROPERTIES 3300 HOBRTH ROD NEW BLTIMORE, MI 4804 PHONE: MISS D G System, Inc ENGINEER THE MNNIK & SMITH GROUP CDILLC TOWER 65 CDILLC SQURE, SUITE 33 DETROIT, MI 486 PHONE: (33) FX: (33) PLNS PREPRED BY: BY: DVID RYZYI, PE PROFESSIONL ENGINEER #3064 DTE: TITLE SHEET C

2 TOWNSHIP RESUBMITTL T4N, RE 06 "E SE 36 30"E SEC NORTH LI NE OF SECTI ON DPC T4N, RE BY NE COR JSM SEC 36 30"E 4 N COR 35 5GP I N DESCRI PTI ON S "W D E S CR IP T ION TOWNSHIP RESUBMITTL TOWNSHIP SUBMITTL D T E NO N 00 4"W S 0 6 3"E POB 05 3"E SCLE: " = & PRCEL B S 0 6 8"E 54 5 S "W 0-4"W 53 S 8 S 0 6 8"E POB RO D CRES 4"E 53 N 8 M O UND 4985 INWOOD ROD CRES S "W 69 "NO BUILDINGS" T4N, RE S " W 69 $FI LEL$ R/W ENGINEERS, INC LT/CSM SURVEY FROM , JOB E COR SEC I NW OOD ROD NOTE: BOUNDRY INFORMTION IS FROM GIFFELS-WEBSTER GP IN 66 EST-WEST LINE OF SECTION CENTER OF SEC 0605 R/W REM O V L S O IL PR O PE R T IE S IN W O O D 5000 CRES S 0 6 8"E EST LI NE OF SECTI ON PRCEL B E X IS T IN G S IT E PL N 300 GP IN S 8833" W SINGLE FMILY R- - S "W NORTH-SOUTH 468 PRCEL ID NO COMMI TMENT DESCRI PTI ON PER TI TLE OF THE E / OF SECTI ON WEST LI NE OF THE E N 00 4"W I DENTI FI CTI ON NUMBER OF PER DESCRI PTI ON,PRCEL THE NW EST LI NE OF THE E OF SECTI ON $DTE$ N "W LI NE OF SECTI ON PR O PE R T IE S IN W O O D N "E N "E 55 8 T4N, RE - NUMBER 00M C

3 355 GP IN - N 00 4" W 6636 N893630" E 3035 N893630" E 6955 SOIL CONTMINTION IS CONFINED IN THIS S PPROXIMTELY 00,000 CY OF CONTIMINTED SOIL TO BE REMOVED S 00044" W 545 S " W 4 - NORTHLINE OF SECTION EXIST DIRT DR 06" E 330 SEED & MULCH LL REPIR S LIMITS OF SOIL REMOVL 5 CHINLINK NY BREKS IN THE EXISTING BERM SHLL BE REPIRED TO MINTIN MINIMUM OF 8 HEIGHT EXIST BERM S 063" E 008 N89053" E S 068" E 368 SCLE: " = JSM TOWNSHIP SUBMITTL SE TOWNSHIP RESUBMITTL DPC TOWNSHIP RESUBMITTL EXIST DIRT DR N8833" E 69 N883803" E FUTURE = 40 CRES S 8534" W 468 WE 835 POB REMOVE TREES WITHIN ND STGING ONLY S 068" E 558 R- SINGLE FMILY W:\Projects\Projects F-J\I34000\CD\03_I34000_SP0dgn 5/3/04 EST LINE OF THE E OF THE NW OF SECTION PER, PRCEL EXIST CHIN LINK LONG WEST P L IDENTIFICTION NUMBER 300 GP IN N 00655" W N 00 4" W WEST LINE OF THE E OF THE E / OF SECTION WE 835 PER TITLE COMMITMENT NY BREKS IN THE EXISTING BERM SHLL BE REPIRED TO MINTIN MINIMUM OF 8 HEIGHT SEED & MULCH LL REPIR S GP IN 5 CHINLINK CRES NO CONSTRUCTION OR EXCVTION SOIL CONTMINTION IS CONFINED IN THESE S PPROXIMTELY 00,000 CY OF CONTIMINTED SOIL TO BE REMOVED WE WE EXIST GTE WE MIN ENTRNCE LIGN NEW MIN ENTRNCE WITH EXISTING CCESS DRIVE SOIL CONTMINTION TOPSOIL STOCKPILE WE CRE SOIL REMOVL INWOOD ROD RIGHT OF WY - PRCEL ID NO "NO BUILDINGS" 40,000 CY OF SOIL REMOVL WE 8390 EXIST DIRT DR 4985 INWOOD ROD CRES OVERLL DISTURBED = 8 CRES EXIST BERM EXIST BERM S 88 33" W 0605 NORTH-SOUTH LINE OF SECTION S " W S " W WE 8390 WE EST-WEST LINE OF SECTION S " W TREES TO REMIN WE EXIST BERM N8534" E 468 WTER ELEVTION 5 CHINLINK 5 CHINLINK 60 EST LINE OF SECTION S 068" E 4668 M O UND RO D GENERL NOTES LL WTER USED FOR OPERTIONS SHLL BE USED FROM EXISTING PONDS ONSITE NO OFF-SITE WTER WILL BE REQUIRED LL WTER USED FOR OPERTIONS WILL REMIN ON SITE NO DRINGE FROM OPERTIONS WILL FLOW INTO THE PUBLIC R/W THE HOURS OF OPERTION SHLL BE LIMITED FROM :00 M TO :00 PM THE SITE WILL BE CLOSED ON SUNDY ND LEGL HOLIDYS 3 SITE RODS SHLL BE MINTINED S REQUIRED TO MINIMIZE OR ELIMINTE DUST 4 WRNING SIGNS SHLL BE PLCED ROUND NY PONDS CRETED BY T MINIMUM OF 00 PRT OWNER SHLL PLCE SIGNS ROUND EXISTING PONDS ON SITE T THE SME SPCING 5 S TO BE EXCVTED SHLL BE STKED ND D WITH TEMPORRY FENCING COORDINTE WITH TOWNSHIP ENGINEER 6 THE ONLY TREES REMOVED WILL BE TREES IN S OF EXCVTION ND THE STGING THE REMINING TREES ON SITE WILL REMIN UNDISTURBED WILL NOT BE DISTURBED LESS THN 50% IF THE TREES WILL BE REMOVED FROM THE ENTIRE SITE NY BREKS IN THE EXISTING BERM SHLL BE REPIRED TO MINTIN MINIMUM OF 8 HEIGHT SEED & MULCH LL REPIR S LEGEND WE EXISTING WTER ELEVTION LIMITS OF STGING O VER LL SITE PL N C 3

4 WE TOPSOIL STOCKPILE 4630 CY 36 5 PILE 605 TON CPCITY SINGLE PILE, 60 DI 35 TON CPCITY 500 INTIL OF EXCVTION FUTURE PRCEL B SCLE: " = JSM TOWNSHIP SUBMITTL SE TOWNSHIP RESUBMITTL DPC TOWNSHIP RESUBMITTL EXIST DIRT DR SKID MOUNTED PORTBLE BELT FEEDER WSHING HOPPER PLNT W:\Projects\Projects F-J\I34000\CD\04_I34000_SP0dgn 5/3/04 45 PILE 3835 TON CPCITY EXIST BERM SHT 6 ELECTRICL WE CONTROL PNEL FREE STNDING 8355 TRUCK SCLES SCLE HOUSE STGING LIMITS 5 CHIN LINK 45R 45R 30 x PORTBLE TYPE CONVEYOR (TYP) 5 CHIN LINK 30 EXIST GTE 45R 5R SEDIMENT BSIN ENTRNCE ROD OFFICE 0 PRKING SPCES INWOOD ROD 60 5 CRE EXIST DIRT DR EXIST BERM WE 8390 WE 8390 LEGEND WE EXISTING WTER ELEVTION LIMITS OF STGING ENL RG ED SITE PL N C 4

5 W:\Projects\Projects F-J\I34000\CD\05_I34000_GR0dgn 5/3/ typical sediment basin section b-b see detail sheet EXIST BERM EXIST DIRT DR b b SILT WE (TYP) PROPOSED TOPSOIL STOCKPILE STGING MTCH EXIST GRDE 840 SEDIMENT BSIN # % SLOPE WE % SLOPE : (TYP) SILT COMPLETELY ROUND TOPSOIL STOCKPILE (TYP) 8560 POINT 8568 HIGH FG e SEDIMENT BSIN # : BENCH FOR FUTURE CONSTRUCTION ENTRNCE SEE DETIL, SHEET 6 POND CONSTRUCTION : (TYP) 4: (TYP) typical sediment basin section a-a see detail sheet : (TYP) : : INWOOD ROD 840 : INTIL CRE 85 SLOPE UP TO EXIST GRDE S REQUIRED (TYP) 90 EXCVTION DRIN TO EXCVTION 3: REMOVE SHRUB : CHIN LINK : : BENCH FOR FUTURE POND CONSTRUCTION EXIST BERM FUTURE : : EXIST DIRT DR NOTES LL SOIL REMOVL OPERTIONS WILL BE LIMITED TO PRCEL B THERE WILL BE NO SOIL REMOVL, STGING, OPERTION OR CONSTRUCTION CTIVITY ON NO STORM WTER FROM WILL BE TRNSMITTED TO PRCEL B FROM GRDING GRDING NOTES SEDIMENT BSINS SHLL BE CONSTRUCTED TO LLOW SEDIMENTS FROM STORM WTER RUNOFF TO BE COLLECTED ND DISCHRGED INTO THE GROUND MINTENNCE FOR SEDIMENT BSINS SHLL TKE PLCE ON N NNUL BSIS OR SOONER S NEEDED GRDING LEGEND XXXXX XXXXXe WE EROSION CONTROL NOTES PROVIDE FOR TEMPORRY SEDIMENT CONTROL T STOCKPILES (TEMPORRY ND EXCESS) BY PLCING SILT ROUND STOCKPILES EROSION CONTROL MESURES SHLL REMIN IN PLCE UNTIL PERMNENT VEGETTION HS BEEN ESTBLISHED WE PUBLIC STREETS SHLL BE KEPT FREE OF MUD, DUST ND DEBRIS LL MUD/DIRT TRCKED ONTO EXISTING STREETS FROM THIS SITE, DUE TO CONSTRUCTION, SHLL BE PROMPTLY REMOVED BY THE CONTRCTOR 8390 STREET SCRPING SHLL OCCUR T THE END OF ECH WORKDY LL DISTURBED S NOT DESIGNTED TO RECEIVE FINISHED SURFCE SHLL BE SEEDED WITH MDOT THM MIXTURE, MULCHED ND FERTILIZED PER MDOT SPECIFICTION SECTION 86 LL LWN ND PLNTER S SHLL RECEIVE MINIMUM OF 4" TOPSOIL FINL GRDES S INDICTED ON THE DRWINGS PROPOSED ELEVTION MTCH EXISTING ELEVTION EXISTING WTER ELEVTION EXISTING FLOW RROW PROPOSED FLOW RROW PROPOSED SILT CONSTRUCTION ENTRNCE TEMPORRY MESURES TO INCLUDE USE OF WTER TRUCKS FOR DUST ND POWER BROOM ON TRCTOR FOR CLENING STREETS STREETS SHLL BE SWEPT T LEST ONCE WEEK FIELD VERIFY LOCTION T THE TIME OF CONSTRUCTION SEE EROSION CONTROL DETILS, SHEET 6 MINTENNCE NOTES O&M PLN PROCEDURES MUST BE REVIEWED ND SSESSED NNULLY INSPECTED NNULLY ND MINTINED S NEEDED 3 DRINGE STRUCTURES ND FLOW RESTRICTORS MUST BE INSPECTED ND CLENED SEMI-NNULLY 4 FTER SIGNIFICNT RINFLL EVENTS EXCEEDING 5 INCHES 5 THE OWNER SHLL KEEP N UPDTED LOG BOOK DOCUMENTING THE PERFORMNCE BOOKS MUST BE PRODUCED UPON THE REQUEST OF CITY INSPECTOR 6 VEGETTION SHLL BE MINTINED ON REGULR BSIS PEST CONTROL MESURES SHLL BE IMPLEMENTED TO DDRESS INSECTS ND RODENTS 8 CCESS ROUTES, INCLUDING RODWYS ND SIDEWLKS, SHLL BE VOLUME CONTROL BMPs SHLL BE INSPECTED SEMI-NNULLY ND OF THE REQUIRED O&M CTIVITIES FOR PERPETUITY LOG SIGNGE ND FENCING SHLL BE INSTLLED ND MINTINED WHERE NECESSRY TO PROTECT PROPERTY ND THE PUBLIC SCHEDULING NOTES HOLD PREPCONSTRUCTION MEETING T LEST ONE WEEK PRIOR TO STRING CONSTRUCTION INSTLL TEMPORRY CONSTRUCTION ENTRCE ND SILT FENCING 3 CLER ND GRUB SITE WITHIN THE CLERING LIMITS 4EXCVTE PROPOSED DETENTION BSIN PER PLN 5 PROVIDE TEMPORRY DIVERSION TO SEDIMENT BSIN TO PREVENT RUNOFF FROM ENTERING DJCENT SITES, ND TO DIRECT LL SEDIMENT LDEN RUNOFF TO THE TEMPORRY SEDIMENT BSIN 6 DO NOT PERFORM ND DDTIONL SOIL DISTURBING CTIVITIES UNTIL LL OF THE BOVE CTIVITIES HVE BEEN COMPLETED INSTLL CONCRETE WSH-OUT PIT PRIOR TO TKING DELIVERY OF NY CONCRETE 8 GRDE SITE TO CHIEVE PROPOSED GRDES 9 COMPLETE SITE CONSTRUCTION sediment basin notes sediment basins to be inspected and cleared of debris every 6 months and after rainfalls totaling 5 inches Sediment basins need to be regrading at least once a year to return them to their their original state SCLE: " = JSM TOWNSHIP SUBMITTL SE TOWNSHIP RESUBMITTL DPC TOWNSHIP RESUBMITTL G R DING ND ERO SIO N C O NTRO L PL N C 5

6 MDOT ITEM 30 " GGREGTE BSE, ( EQUL LYERS) MDOT ITEM 05 SUBGRDE COMPCTION " TO 3" 6" MIN 30 MIN GEOTEXTILE FBRIC UNDERLY SECTION - 50 MIN EXISTING ROD 0-3- JSM TOWNSHIP SUBMITTL SE TOWNSHIP RESUBMITTL DPC TOWNSHIP RESUBMITTL ENTRNCE ROD, STGING SECTION NO SCLE CONSTRUCTION ENTRNCE DETIL NO SCLE 0 WIDE BERM 40 WIDE SEDIMENT BSIN 0 WIDE BERM TO OPERTIONS TOP OF SWLE ELEVTION = 8450 TOP OF SWLE ELEVTION = 8450 TO EXCVTION SILT JOINT SECTION "B-B" PLN VIEW SHEET FLOW SUPPORT SPCING, 6 MX GEOTEXTILE FILTER FBRIC COMPCTED ERTH GEOTEXTILE FILTER FBRIC UNDISTURBED VEGETTION POSTS DRIVEN INTO GROUND, ONE FOOT MINIMUM SHEET FLOW POSTS SLOPE = V:4H 0 WIDE SEDIMENT BSIN BOTTOM ELEVTION = 8400 swale section a-a SLOPE = V:4H NO SCLE W:\Projects\Projects F-J\I34000\CD\06_I34000_DT0dgn 5/3/04 UNDISTURBED VEGETTION FRONT VIEW MIN SHEET FLOW 6" NCHOR TRENCH GEOTEXTILE FILTER FBRIC FSTENED ON UPHILL SIDE, TOWRDS ERTH DISRUPTION RIDGE OF COMPCTED ERTH ON UPHILL SIDE OF FILTER FBRIC MIN SUPPORT SILT B SILT FBRIC TO BE WRPPED ROUND POST COUPLER SILT SILT B 6" x 6" SILT JOINT NCHOR TRENCH SECTION - SECTION B-B FILTER FBRIC NO SCLE 0 WIDE BERM TO OPERTIONS TOP OF SWLE ELEVTION = 840 SLOPE = V:8H 0 WIDE SEDIMENT BSIN 4 WIDE SEDIMENT BSIN BOTTOM ELEVTION = 840 swale section B-B NO SCLE TOP OF SWLE ELEVTION = 840 SLOPE = V:8H 5 WIDE BERM TO STOCKPILE DETILS C 6

7 R/W 355 GP IN - N 00 4" W 6636 N8833" E 69 N893630" E 3035 N893630" E 6955 N8833" E POB S 00044" W 545 S " W N883803" E N883803" E NORTHLINE OF SECTION " E PRCEL B S 068" E 558 S 063" E 008 N89053" E 368 S 8534" W S 068" E 368 SCLE: " = R- SINGLE FMILY 0-3- JSM TOWNSHIP SUBMITTL SE TOWNSHIP RESUBMITTL DPC TOWNSHIP RESUBMITTL W:\Projects\Projects F-J\I34000\CD\0_I34000_RP0dgn 5/3/04 EST LINE OF THE E OF THE NW OF SECTION PER, PRCEL IDENTIFICTION NUMBER 300 GP IN N 00655" W N 00 4" W 899 WEST LINE OF THE E OF THE E / OF SECTION PER TITLE COMMITMENT BERM 6830 S 88 33" W CRES GP IN NORTH-SOUTH LINE OF SECTION S " W S " W INWOOD ROD WTER ELEVTION = FUTURE POND :5 MX SIDE SLOPES MINIMUM LOT SIZE 40,500 SF (MIN LOT SIZE PER CODE 50 40,000 SF) PRCEL ID NO INWOOD ROD CRES "NO BUILDINGS" EST-WEST LINE OF SECTION S " W R/W (TYP) 0 8 PVEMENT BERM 8 HIGH MIN BERM 8 HIGH MIN N8534" E SEPTIC TRETMENT EST LINE OF SECTION S 068" E 4668 M O UND RO D TOTL CREGE (+B) = CRES TOTL OPENSPCE = 43CRES DEVELOPEDS = 55 CRES MIN ENTRNCE FUTURE RECL M TIO N PL N C

ROOTWAD LOG (15' LONG) TRENCH WALL BACKFILL ROOTWAD LOG (15' LONG) GRAVEL FILL BEHIND RIPRAP 4'Î 4'Î NOTES:

ROOTWAD LOG (15' LONG) TRENCH WALL BACKFILL ROOTWAD LOG (15' LONG) GRAVEL FILL BEHIND RIPRAP 4'Î 4'Î NOTES: TRENCH WLL INITIL FILL TO HOLD LOG EXISTING CREEK BOTTOM WTER SURFCE (VRIBLE) ROOTWD LOG (5' LONG) GRVEL FILL BEHIND RIPRP 'Î 2'Î EXISTING CREEK BOTTOM 4'Î TOE RIPRP (2 INCH) W/ 6 INCH CLSS FILTER MTERIL.