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857.8 ME \�G �\ TEMPORARY ROCK CHECK DAM / TEMPORARY \` C��y ROCK CHECK DAM/ TEMPORARY
N.89 °43' 1 1 'W. 1472.26' SEDIMENT TRAP DIVERSION
S C,O 871.3 ME 882.4 ME DAhRSION 875.7 ME S
S�pIMENT TRAP DIVERSION
�\ SWALE BERM \ \Q6' DIVERSION $75.1 ME
- SWALE /BER= - ��- S- �M TEMPORARY
- - 88.�ME
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Kr I 14�st �Sjreet
bath n Harr "h,n County, Indiana, described as follows:
IL
e Lcrr,-
-rid B.'_'-.- -,.elI'- __ . - .
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-__sct t- _ - _,eeL
-urnmencmq a'- a 1/2 inch rebar at the Southeast corner cf sail' Vest Half -f the Plcrtt�w -s
- - ; .ndic,_ _ell = _=_•_re
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CARMEL, INDIANA 46032
_WARNINCT-
-
Eed `c" -- - -- evv,ay pe' l✓lisce _�
-.5 Becv
__ =age
,Vest Half of the N.erthwest Quarter Section a distance of 2100.8(' feet to a MFIf nail of the POINT
-_ --
iz�
MOST
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-` .�ietlons _er :'s:=
�eous P::
_'_, Pc -
.
CONTACT PERSON: MUNO HENDERSON
c distance cf 544 -95 feet to a 518 neh rebar ai the No beast .orner of sa'd West Hcf of -ne
- _,,_ c Indic'r Pell - e =,
-.ne _T -_.
-. Der Ir_ . _ • 'Jo °_ -__ -_
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Nc'`,'rwest Quarter Section; thence North 00 degrees 29 minutes 3°' seconds West aloe', the East line
, ,
A^ �,
i �I'd V, t H �f the Sol thwest uarter Section a distcp, e of ' ^34 50 feet then-= ' Dith 89
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EROSION CONTROL PURPOSES ONLY.
507 FINE PERENIAL RYE GRASS 5 LBS /1000 SO. FT.
h'OLt Y MOLE✓ Sa /S
East along said West line and along the West line of said West H,-If of the Northwest Ouorter Sectior
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207 CREEPING RED FESCUE
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TC= 867.4tJ . O . a �� 8 . . �� �' W r I VAAA 7Y77/
19 e x . NV= 865.24 . W W W . W . W . . . . q y . W . . . . . F, =' yry� W . W W % W . J . . W . . . . . . . . . . o ? - O VA X/
• w W . W W . . . . W . W . . W W �� .�r� . v . . W W . . . . . ". 0, . . . . . '�. . . . .. W w, O'. W . . W . W . . W . . � W W d O BT: BROOKSTON SILTY CLAY LOAM. THE MAN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE ��� �� //,
/ 'W ' / SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, AND MODERATE i�
4 • ' �w �W . W . . . . . W . . . W . W �2 W . . . . . W . . . ?� W W . . . W . G ?J8 Ay . . W W w Sj W W . } 9. - PERMEABILTTI. THIS SOIL HAS SEVERE uMRATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFlCALLY DRAINED AND �G15TE .
W \ • z W . W . . W . . W . . . W W W : • y m �°I 708 . . W W W . W . W s V O GIO� . "' W . W . W . . . W / .• W+ . . . W W W . W W W . W/' i • W W W W o PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED IN THIS SOIL. P O *%. � -c,
\\ �o •, W S D HO 9� . . W . . . W . W l W v W W W W v W . W W W W W . v W W( W I _ W W W W Ny USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND O
! � . W '.' ' SY C W W 11�1.4' OF A2" RBP W W W W W W W W W W MW W /�A W W W W W % W W I SHRINKING AND SWELLING OF THE SOIL THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF THE
W W W .✓ Wn' 0.307 W W . W W W W . . . . �+Y� W .� 1' OJ , TC= 876.00 W l•,'( W "`l' W W W W W W' W' /W W •Y W W W . W . W f W W } H H
• �� .W - . �. WWW . . _ . ��� r-, , W 1 - SEASONAL HIGH WATER TABLE AND HIGH - • _
. :A... . . . . . . . W . . �- �. . IM1`- 866'!31 a Y �i' q (Q 6''� r. -• - �1 W W W W W W W W _ _
I ` /� 3 W W . W W W . W . W W
'�o �, p oW POTENTIAL FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE
i� ` • . . WT... -cam o . ') E' 1 � . O L W W . . . y> r 2) W W .�j W W W W J� W -- % W W W W . - ' REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL
• . . w . . �. -�- .- . . �u E. .. ' . . W . . . . . . ' ;5 s' o `F s v . . `A 8�3 W . . W %o W W W W . . " y 5 STATE OF <v
C W ` I CIA: CROSBY SILT LOAM, 0 -3 PERCENT SLOPES -THIS SOIL IS LIGHT COLORED SILTY IN TEXTURE AND ON S PIN P �O.
. .. , N J�Er.CS�. W. W W W I,_ W SAt7 STR WLC W 6� - q` V�IJ 1 7 ^F CO Q &U w '`' W W W W W W
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2j 4C= 876.00 . J ` 10 aS 5
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E W / . W 6 W W . / , -ti W `� x�y H IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND / F *G
cc \\ ' W OMMON
W MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 -40 INCHES. THE MAIN /// v \�\� " 'II'W' '."• J "' . Uw. W STk1 STRW 768• . W W . INVWOUT�68.30• ..• J=+ f � W ,�•��� . . . W W . W _ - � O y•vw W J• � �,� a
z Q1 • w . ..• i LACES . . . . W W INV INm868.40 . _o� \\\ w 0 ^` �. . . . . . . _ . . W
W W W W . I SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL /7y ANAL �V \�
_ JW rn
W ''1 . ' W •' .,'� W ' '.' '. ' ,, INY-8i . W . . . . W i •'•�.��.:' _�� \\.•'. . W W`'GJ�G��O�o`'� .\o'vE, • + ` +' ' �' • . W �0�a`♦ ' ! �T •` � .•, W W W W . W ' W W /� W WA W W W�' =.w POTEMIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE /7j1//IIIIIIII\ \ \ \\
.i•I.W •W .' 'W' W ••v3'' • • W • W • W • W • • W . W •p - \•, \ +• � W ~\�� ,��" `Z' �' . +• - - - - W +' y . " - ✓ W W W . W • . . • . ,'` •2• Ljy CW . . . . . •'v. W W { /� .y �, '; ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL
'I •STM• STR 703• • W W - c W gy p„ . . V ., 7A O W W W . W, ' Wl ,WlR JE -�W W � FROST ACTION, AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO I
OuP NLET W W W W W . . . �' , �_' Qilil . ~4 �� Ws� . . ✓' . - - _ . W . . . . . . C J C's ¢G . . . . W W 8'' S0'' W . . I BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWEWNGS AND SMALL BUILDINGS WRH
I .1 . TC�73.OD . " o,\ WO`. 0- . _ W - ? CII 4 - • o BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO _
II {1J: 861.0 .\ . . . . . . . . W . \ >3 . �� w W w . �Ja ' . e y V _ . . W W W W . . . . v . .. / W W W
� PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWEWNG OF THE SOIL THIS SOIL HAS SEVERE I ALLAN H. WEIHE P E 8827
t
" ' 'W. ' w + W . . . • W . r•a \ \sQ w . . . . . . W b . . w • M STR 746 W J W . W UMRATIONS FOR LOCAL ROADS AND STREETS. THE EASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED I
o •. • - . . . . . . . . . w �7» • . �� �� >S> •✓ 1�j.* w • . . . . . . . . . . . . . . W' CES . . . .� . iI WRH SUITABLE MATERIAL
L, 61 •tom 15 RC . . . . . . . . . i W o, 4. -B �'��k` •C . .,��. . . . . . . . . INV= 867.00 ���(((��. ��,�n
.Vll1LB2: MIAMI SILT LOAM, 2 -6 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. R IS 11
@' 16% 'I' . . . . . . ] . ' . S ' . . . . .,p . . . . . . . . . . TEMPORARY . . . . �`
..�• • �. � %N N 3
o . . - W . . . . . . . . . %110 DIVERSION ,� '�' ' I DEEP AND WELL DRAINED WITH MODERATE PERMEABILITY. R HAS MODERATE AVAILABLE WATER FOR PLANT GROWTH AND A
STM STIR 174. . . . . W S a q . . . W . . W W W 1. �sS ^
CES . W , . . . �) p • • - �p W t �� n° SWALE /BERM MEDIUM ORGANIC MATTER CONTENT. R HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 -40 INCHES. THE MAIN SOIL
. . _ \ 9 W 14C. FEATURES THAT ADVERSELY AFFECT URBAN DEVELOPMENT USES ARE MODERATE POTENTIAL FROST ACTION, MODERATE
MV =864. . . . ='s v W . . W , , \ : 4� �.rt • (�� W . W . FF� 00 YEAR FLOODWAY SHRINK -SWELL POTENTIAL, MODERATELY SLOW PERMEABILITY, LOW STRENGTH AND EROSION DURING CONSTRUCTION. EROSION IS
. . - W � _ . . W • W . , . . . . . . . . . . . A HAZARD DURING CONSTRUCTION. THIS SOIL IS SUITABLE FOR BUILDING SITES, BUT SLOPE CLAYEY TEXTURE SHRINKING AND
I
1�
�� SANBSTR OWLC923 . 2B. I0 • ' - -� - . . . . . . . . . . �� /
w • • . W W o - W W . W . s %11 I SWELLING, AND LOW STRENGTH ARE MODERATE LIMITATIONS THAT NEED TO BE OVERCOME. BECAUSE OF THESE LIMITATIONS THIS
W - W W . . W .�S !q 'l/ TEMPORARY 10'X10'X3' SITE WILL BE CONSTRUCTED AS FOLLOWS. THE FOUNDATION AND FOOTING USED IN THIS DEVELOPMENT SHALL BE DESIGNED
p W Nb OUT *869.01 ' ' J F To, G'
f .' _ - _ W W O 4P ROCK CHECK DAM/ TO INCLUDE FOUNDATION DRAIN TILES AS TO HELP PREVENT STRUCTURAL DAMAGE FROM SHRINKING AND SWEWNG AND LOW I
• W W W WINW IM= 86911 �\ ® W . . . W . . . • . . . . . . . . A T ,c�,OOO RIP -RAP REO'D. SEDIMENT TRAP ,,I STRENGTH.
. W `O W . •�� v W �� W W . . . . . W . W W 1 ��J l0y �'9�' '- V1TI1C2: MIAMI SILT LOAM, 6 -12 PERCENT SLOPES -THIS MODERATELY SLOPING, DEEP, WELL DRAINED SOIL IS ON KNOBS AND BREAKS
\\ W / 9j ��5' W _ W W y W W W W ,r& � 0 I ALONG STREAMS AND DRAINAGEWAYS ON UPLANDS. PERMEABILITY IS MODERATE IN THE SUBSOIL AND MODERATELY SLOW IN THE
P W �-p W . W E 'W ' W' `.W y W W' PO 6s r�o si W W W I W • W W . I SUBSTRATUM. CONTENT OF ORGANIC MATTER IN THE SURFACE LAYER IS MODERATE. SURFACE RUNOFF IS MEDIUM. THIS SOIL IS
\, V� I r �,+ J W� W " ' D . j W SUITABLE FOR URBAN DEVELOPMENT. THE MAIN SOLD FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THE SOIL ARE
G O�✓f ,W W � W W . J ', W • • • • • W • 1� • • • • w I MODERTAE POTENTLAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL AND MODERATELY SLOW PERMEABILTY. THE HAZARD
\ �C)A ' .� - lr _ . . . W . . W . . W . . . . . ENO MA SS CHANNEL
�' W TO LION C EK OF EROSION IS SEVERE DURING CONSTRUCTION. THIS
I �i . �?� q� 0�5 o s . . Comm SOILS HAS MODERATE LIMITATIONS FOR BUILDING SITES. USING PROPERLY rr
W . . W W 1 r~ �°� �'�. W t� ��1` �•y1� . o' '.' s . . . . W . . . . . W W . . T W DESIGNED FOUNDATIONS, FOOTINGS, AND BASEMENT WALLS AND USING FOUNDATION DRAIN TILE HELP TO REMOVE EXCESS � �
® . �c' . ®� yg'tF. r . . ° .,, . . . W . . . . . . EROSION ONTROL BLANKET 1V1�N WATER AND TO PREVENT STRUCTURAL DAMAGE FROM SHRINKING AND SWELLING AND LOW STRENGTH OF THE SOIL THIS SOIL
I Q 8 �• • . • 8jj ," -' �i� / ON BOT SIDES OF HANNEL -- 'T _ _ HAS SEVER LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR LOCAL ROADS AND STREETS NEEDS TO BE
• \ W � • p , • \ �2� ' . ' : -1 '79 _ �\ \ \ nc� 9,y� W c'`R �' y W • W • y • • W • y • W W • • I-f . . • • . 1 U0 YW FLOOD . AAA 21 A STRENGTHENED WITH SUITABLE MATERIAL ROADS AND STREETS SHOULD BE CONSTRUCTD ON THE CONTOUR of SLOPES.
w ��_'A�'• . W . . . . W � - - w 9( .. . 5� 0 . W . . . � . . . . . . . ,/ 1�1 STM STR 1742 - -' F �
tE- W �W� 6 \ �E' . J% '� W W b: SHOALS SILT LOAM. - PERMEABILITY IS MODERATE. AVAILABLE WATER CAPACITY IS HIGH. CONTENT OF ORGANIC MATTER IN THE
,J . a1. O'. . . . . . . . •• `e -- \J • w • . ? . . . . W . 'C . W W . . W • J • • - Oo,° -'-•_ �� �•W , , DES �" Al- "� I SURFACE LAYER IS MODERATE. THE WATER TABLE IS COMMONLY AT A DEPTH OF 1 TO 3 FEET IN WINTER AND SPRING. THIS
I 5 . J = . . . I . % 0 . ` O� U. .. IN V= C PO RY
POND w 1� • • W _ S. % •�'" W W l� . . . . / w' �� �ti 4 &' " ' y V.W. D. &U.E. DIVER ION w� SOIL IS GENERALLY UNSUITABLE FOR URBAN DEVELOPMENT. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING
W y . . . . ._v'_.4C . . . . . i .'j9 �C B >y Y . �� l W W W . W W . . o^ �l 0 V. USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THIS SOIL IS ALSO SUBJECT TO
SM -S- 1I`I W �� a . . W . . W W \ SN9LE /B RM FREQUENT FLOODING. THIS SOIL HAS SEVERE LIMITATIONS ;
. �\ O W . ^�� p ,C STR 74 I ONS FOR BUILDING SITES BECAUSE OF SEASONAL HIGH WATER TABLE AND Z
in I . . . . . . > . . T . . °� �'' ^� �`���hr �� . . . ���� bb . W . . . . a _ " _ . CES W 1O® ADD ��� l FLOODING. I I - i �;
STM STR 704 ��_ �' �iIl1D2: MIAMI SILT LOAM, 12 TO 18 PERCENT SLOPES, ERODED. -THIS SOIL IS POORLY SUITED FOR URBAN DEVELOPMENT. THE MAIN
'`\ \ . W . • li' • . • .W..I is . . . �.. W . - wJL2 -i.F. W W . O - ,- W - 10'lV W
ES \ \ \\ ) 9 j a Al �� y _/� - w • • TEMPORARY Tb'X10k3' I SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES ARE MODERATE POTENTIAL FROST ACTION, MODERATE O
\. . INV? - 864.90 W . . . . . ' W W . - � +. w •� •. • W � / . o- ('� . W 7� • ROCK CHECK DAM/ W SHRINK -SWELL POTENTIAL AND MODERATELY SLOW PERMEABILITY. THE HAZARD OF EROSION IS SEVERE DURING CONSTRUCTION.
' W . . . . . . . . w • I y . . - 8� W . . �e W . . • = tl W . � L 1 SEDIMENT TRAP Th
E SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES BECAUSE OF SLOPE. REMOVAL OF VEGETATION SHOLD BE KEPT TO A � 7
^' ^ ` ^° MINIMUM, AND THE EXPOSED AREAS SHOULD BE RESEEDED OR SODDED AS SOON AS POSSIBLE. USING PROPERLY DESIGNED F-I
T .p _ n ���� 0 1 y - / . . W . ' FOUNDATIONS, FOOTINGS, AND BASEMENT WALLS AND USING FOUNDATION DRAINS HELP TO REMOVE EXCESS WATER AND TO Z
MATCH NEXT SHEET PREVENT STRUCTURAL DAMAGE FROM SHRINKING AND SWELLING AND LOW STRENGTH OF THE SOIL THIS SOIL HAS SEVERE �
LEGAL DESCRIP! ION: THE ABOVE DESCRIBED REAL ESTATE IS SUBJECT TO AND/OR TOGETHER WITH THE FOLLOWING:
CONTACT PERSON FOR EROSION LIMITATIONS FOR LOCAL ROADS AND STREETS. ROADS AND STREETS SHOULD BE CONSTRUCTED ON THE CONTOUR, AND THEIR
BASE MATERIAL SHOULD BE STRENGTHENED WITH SUITABLE MATERIAL I o
gar, of the west half of the Southwest Qaa er of Section 19. Taw. ship 18 North. Range E_�t and Ra t- of ,Aest �_�_ CONTROL & SEDIMENT PRACTICES Q.I M -
a part of the West Hall of the No hwest Qua er of Section 30, cwnship i8 �SO h, Range T Ecst, _ _ C DEVELOPERS LLC Cie: GENESEE SILT LOAM, -THIS IS A WELL DRAINED SOIL WITH A SEASONAL HIGH WATER TABLE AT 4.0 TO 6.0 FT. THIS SOIL IS
LOCATED ON FLOOD PLANS' SLOPES ARE 0 TO 2 PERCENT THE NATIVE VEGETATION IS HARDWOOD FOREST THE SURFACE
1 H WEST CARMEL DRIVE
bath n Harr "h,n County, Indiana, described as follows:
pei- - v_ -rlen• o tic's.hor -.-
e Lcrr,-
-rid B.'_'-.- -,.elI'- __ . - .
��
°grts -- ,_.= c -- low-- rlpar_
,, ers A
-__sct t- _ - _,eeL
-urnmencmq a'- a 1/2 inch rebar at the Southeast corner cf sail' Vest Half -f the Plcrtt�w -s
- - ; .ndic,_ _ell = _=_•_re
O Z
CARMEL, INDIANA 46032
_WARNINCT-
C'uarter Section; thence fJorth 00 degrees 24 minutes 10 seconds ,Vest along the East Ilre -` sold
Eed `c" -- - -- evv,ay pe' l✓lisce _�
-.5 Becv
__ =age
,Vest Half of the N.erthwest Quarter Section a distance of 2100.8(' feet to a MFIf nail of the POINT
-_ --
-- -
MOST
OF BEGINNWC =, thence continuing No h 00 degrees 24 minutes C seconds Wesr along ssld Ert line
-` .�ietlons _er :'s:=
�eous P::
_'_, Pc -
.
CONTACT PERSON: MUNO HENDERSON
c distance cf 544 -95 feet to a 518 neh rebar ai the No beast .orner of sa'd West Hcf of -ne
- _,,_ c Indic'r Pell - e =,
-.ne _T -_.
-. Der Ir_ . _ • 'Jo °_ -__ -_
�
Nc'`,'rwest Quarter Section; thence North 00 degrees 29 minutes 3°' seconds West aloe', the East line
1-
� a
, ,
A^ �,
i �I'd V, t H �f the Sol thwest uarter Section a distcp, e of ' ^34 50 feet then-= ' Dith 89
_� -_ =_ Indio_ Pell e =_
-ne r. ~,--
er '- _, e -- N'.. `
, p- - - -- -
1 H WEST CARMEL DRIVE
- -
LAYER IS SILT LOAM AND HAS MODERATE ORGANIC MATTER CONTENT (2.0 TO 4.0 PERCENT). PERMEABILITY IS MODERATE (0.6
-- --
��
Q _ - ____
TO 2 IN /HR) IN THE MOST RESTRICTIVE LAYER ABOVE 60 INCHES. AVAILABLE WATER CAPACITY IS HIGH (11.6 INCHES IN THE
Quarter Se,tian a distance of 147'' - 31 feet to a brass disk m CO' rote base stomped SONG WARE
- - ; .ndic,_ _ell = _=_•_re
O Z
CARMEL, INDIANA 46032
_WARNINCT-
. -
UPPER 60 INCHES). THE PH OF THE SURFACE LAYER IN NON -LIMED AREAS IS 6.0 TO 7.3. FLOODING HAZARD IS A
MANAGEMENT CONCERN FOR CROP PRODUCTION. BECAUSE OF THE FLOODING HAZARD, THIS SOIL HAS A SEVERE LIMITATION FOR 1
- TEMPORARY SEEDING - USE PLANTING CHART (DETAIL SHEET)
N
R4
PHONE. 317-575-1904
-- -
MOST
1
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CONTACT PERSON: MUNO HENDERSON
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Recommended Native Seed Mix for Lake Banks
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LEGEND _:J
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I,nere�nofter referred to as "Rebar ") at the Northeast corner ref Se_tion '" Townst -i '3 'J -rth, Range _
East: thence South 00 degrees '0 minutes 41 seconds East al: ng the West line -- scic Nest Hch - - E_=� en- per - _- -unn � - '._ ?5-5:===
of the Northwest Qua ter a distance of 471.49 feet to a "Disk" a distance of 481 - -ee: South of c _, - , -- _ _- Easeme c =, Ins-•-'. =" "lc. 2 = -' _99^.
Per „r c'_ ilie Northwest corner of saia ',Jest Half of the Northwest Qucrte, Section, t -_roe Eouth 8°
aeg:ees 77 m,nutes 15 se_unas Fast a distance of 644.78 feet to a "C s „ on a I ne v% If -__ - - =' =' Eosenle- ter !ns', =" No �_- _995.
exierded would ntersect the East line of said West Half of the Northwest Quarter ___'i-n at a poi,t _ _ _-
di=tnnt 209S.04 feet North of the Southeast corner thereof, thei North, 0 degrees =4 minutes k'' S's� - - -us °merit peg ' _ .,me�' '. - '93- = __
second West parallel with the East Tine of said West Half of the Northwest Quarter 7_z,,or a distance Gas L -- sement D -, -_' •,)Jeri- ',- 99 -7-_=
F'97 feet `: a "Disk ; thence South 86 degrees 39 minLltes `3 seconds East c ~ s?ance of
83_7 04 feet to the POINT OF BEGINNING (the preceding cours, have g passed 'throes~ a "Disk" 50 C2 Gas _ - `-= _ement p,e� �s- met' `.- �)C'- __68
feel well of Its East end(, cont0ioirg 59 097 acres, more �. leas Seeer _3_-er -ent per _-- _ c ',_ = =5 - ;_ - -
-
Scientific Name
Common Name
Annual R e rass Locium Multiform
Kentucky Bluegrass Poo Pratensis
Tall Fescue Festuca Arundinacea
15 LBS /1,000 SO. FT. TO ALL PERMENANT SEEDING AREAS IIG SAFELY NOTE: Maintenance program should be instituted to aid establishment
"IT'S THE LAW" of plantings. This plan to include spot treatment and hand pulling
- EROSION CONTROL BLANKET W /PERMENANT SEEDING (SEE ABOVE) CALL 2 WORKING DAYS BEFORE YOU DIC Of Invasive weed species thistle, etc Mowing required during 1St
NORTH AMERICAN GREEN 5 -150 (OR EQUAL)
9 q 9
OD - STRAW BALE EROSION CONTROL DAM 1 -800- 382 -5544 and 2nd growing seasons for species control.
ALONG SWALE FLOWLINE (SEE DETAIL) CALL TOLL FREE
SCALE: 1 „ = 60' PER INDIANA STATE LAN IC 8 -1 -26. CULVERT INSTALLATION NOTE:
0 - GRAVELBAG EROSION CONTROL DAM IT IS AGAINST THE LAW TO EXCAVATE TEMPORARY DIVERSION OF LION CREEK SHALL BE PUT IN PLACE DURING
AROUND CURB INLETS (SEE DETAIL) WITHOUT NOTIFYING 1HE UNDERGROUND CONSTRUCTION OF CULVERTS WITHIN LION CREEK TO AVOID WORK BEING DONE
❑ - SILT FENCE INLET PROTECTION 0 30 60 120 LOCATION SERVICE Two (2) WORKING WITHIN FLOWING WATER. DIVERSION SHALL CONSIST OF REROUTE OF CREEK TO
AROUND BEEHIVE INLETS (SEE DETAIL) DAYS BEFORE COMMENCING WORK. PLACE CULVERTS IN PAIRS OF TWO WITHOUT DISRUPTION OF SAID FLOW.
-S F- - SILT FENCE -(SEE DETAIL)
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degrees 48 mlr,utes 17 seconds West parallel with the South line said West Half of the Southwes'.
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Quarter Se,tian a distance of 147'' - 31 feet to a brass disk m CO' rote base stomped SONG WARE
- - ; .ndic,_ _ell = _=_•_re
C�--_- -. per �'�' �-, Nc w_ __ _
_WARNINCT-
- TEMPORARY SEEDING - USE PLANTING CHART (DETAIL SHEET)
- __tl'�l'
61= 1UNUARY b1ARkEP. SCHNEIDER ENGINhiERING FIRM X0001" (hereina'er referred to as 'C'Isr'I on the
{ t I Section the -i 'rvl�-
_ __- -- India,- =ell --
-. -:re Lc _-- . per . _ _ -- Nc =_ - -.
THIS PLAN TO BE USED FOR
- PERMENANT SEEDING
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307 COMMON BLUEGRASS APPLICATION ON RATE.
,. reugL, a 'Disk' 50.06 feet West of its East end); thence Sleuth r'O degrees i 1 n i -,Les 34 seconds
= ` - o Indic. =all
_
_ _ e Cc Der 1J _ - - --
EROSION CONTROL PURPOSES ONLY.
507 FINE PERENIAL RYE GRASS 5 LBS /1000 SO. FT.
h'OLt Y MOLE✓ Sa /S
East along said West line and along the West line of said West H,-If of the Northwest Ouorter Sectior
_ -, _ _,_ement t; =-tne -
. --, Rurn -__--'lc : -:- s _
207 CREEPING RED FESCUE
-• d;•''' � ` 1''4^ rr f t t ``/8 inch Radar with ellow �- s•,m e^ "SChneic- _ , FIRM 0001°
-- - �- Instruni "0 0 -
-- 41 (L --'•=' in r - 'Ot F - "__ =
NOTE- APPLY 10 -6 -4 FERTILIZER AT RATE OF
" ))
, ,.. _ . __ -.
I,nere�nofter referred to as "Rebar ") at the Northeast corner ref Se_tion '" Townst -i '3 'J -rth, Range _
East: thence South 00 degrees '0 minutes 41 seconds East al: ng the West line -- scic Nest Hch - - E_=� en- per - _- -unn � - '._ ?5-5:===
of the Northwest Qua ter a distance of 471.49 feet to a "Disk" a distance of 481 - -ee: South of c _, - , -- _ _- Easeme c =, Ins-•-'. =" "lc. 2 = -' _99^.
Per „r c'_ ilie Northwest corner of saia ',Jest Half of the Northwest Qucrte, Section, t -_roe Eouth 8°
aeg:ees 77 m,nutes 15 se_unas Fast a distance of 644.78 feet to a "C s „ on a I ne v% If -__ - - =' =' Eosenle- ter !ns', =" No �_- _995.
exierded would ntersect the East line of said West Half of the Northwest Quarter ___'i-n at a poi,t _ _ _-
di=tnnt 209S.04 feet North of the Southeast corner thereof, thei North, 0 degrees =4 minutes k'' S's� - - -us °merit peg ' _ .,me�' '. - '93- = __
second West parallel with the East Tine of said West Half of the Northwest Quarter 7_z,,or a distance Gas L -- sement D -, -_' •,)Jeri- ',- 99 -7-_=
F'97 feet `: a "Disk ; thence South 86 degrees 39 minLltes `3 seconds East c ~ s?ance of
83_7 04 feet to the POINT OF BEGINNING (the preceding cours, have g passed 'throes~ a "Disk" 50 C2 Gas _ - `-= _ement p,e� �s- met' `.- �)C'- __68
feel well of Its East end(, cont0ioirg 59 097 acres, more �. leas Seeer _3_-er -ent per _-- _ c ',_ = =5 - ;_ - -
-
Scientific Name
Common Name
Annual R e rass Locium Multiform
Kentucky Bluegrass Poo Pratensis
Tall Fescue Festuca Arundinacea
15 LBS /1,000 SO. FT. TO ALL PERMENANT SEEDING AREAS IIG SAFELY NOTE: Maintenance program should be instituted to aid establishment
"IT'S THE LAW" of plantings. This plan to include spot treatment and hand pulling
- EROSION CONTROL BLANKET W /PERMENANT SEEDING (SEE ABOVE) CALL 2 WORKING DAYS BEFORE YOU DIC Of Invasive weed species thistle, etc Mowing required during 1St
NORTH AMERICAN GREEN 5 -150 (OR EQUAL)
9 q 9
OD - STRAW BALE EROSION CONTROL DAM 1 -800- 382 -5544 and 2nd growing seasons for species control.
ALONG SWALE FLOWLINE (SEE DETAIL) CALL TOLL FREE
SCALE: 1 „ = 60' PER INDIANA STATE LAN IC 8 -1 -26. CULVERT INSTALLATION NOTE:
0 - GRAVELBAG EROSION CONTROL DAM IT IS AGAINST THE LAW TO EXCAVATE TEMPORARY DIVERSION OF LION CREEK SHALL BE PUT IN PLACE DURING
AROUND CURB INLETS (SEE DETAIL) WITHOUT NOTIFYING 1HE UNDERGROUND CONSTRUCTION OF CULVERTS WITHIN LION CREEK TO AVOID WORK BEING DONE
❑ - SILT FENCE INLET PROTECTION 0 30 60 120 LOCATION SERVICE Two (2) WORKING WITHIN FLOWING WATER. DIVERSION SHALL CONSIST OF REROUTE OF CREEK TO
AROUND BEEHIVE INLETS (SEE DETAIL) DAYS BEFORE COMMENCING WORK. PLACE CULVERTS IN PAIRS OF TWO WITHOUT DISRUPTION OF SAID FLOW.
-S F- - SILT FENCE -(SEE DETAIL)
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Scientific Name
Common Name
Annual R e rass Locium Multiform
Kentucky Bluegrass Poo Pratensis
Tall Fescue Festuca Arundinacea
15 LBS /1,000 SO. FT. TO ALL PERMENANT SEEDING AREAS IIG SAFELY NOTE: Maintenance program should be instituted to aid establishment
"IT'S THE LAW" of plantings. This plan to include spot treatment and hand pulling
- EROSION CONTROL BLANKET W /PERMENANT SEEDING (SEE ABOVE) CALL 2 WORKING DAYS BEFORE YOU DIC Of Invasive weed species thistle, etc Mowing required during 1St
NORTH AMERICAN GREEN 5 -150 (OR EQUAL)
9 q 9
OD - STRAW BALE EROSION CONTROL DAM 1 -800- 382 -5544 and 2nd growing seasons for species control.
ALONG SWALE FLOWLINE (SEE DETAIL) CALL TOLL FREE
SCALE: 1 „ = 60' PER INDIANA STATE LAN IC 8 -1 -26. CULVERT INSTALLATION NOTE:
0 - GRAVELBAG EROSION CONTROL DAM IT IS AGAINST THE LAW TO EXCAVATE TEMPORARY DIVERSION OF LION CREEK SHALL BE PUT IN PLACE DURING
AROUND CURB INLETS (SEE DETAIL) WITHOUT NOTIFYING 1HE UNDERGROUND CONSTRUCTION OF CULVERTS WITHIN LION CREEK TO AVOID WORK BEING DONE
❑ - SILT FENCE INLET PROTECTION 0 30 60 120 LOCATION SERVICE Two (2) WORKING WITHIN FLOWING WATER. DIVERSION SHALL CONSIST OF REROUTE OF CREEK TO
AROUND BEEHIVE INLETS (SEE DETAIL) DAYS BEFORE COMMENCING WORK. PLACE CULVERTS IN PAIRS OF TWO WITHOUT DISRUPTION OF SAID FLOW.
-S F- - SILT FENCE -(SEE DETAIL)
'oc ec- i other = -_- - - -,c. _ - ,]ghtz-_-- c` - --
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15 LBS /1,000 SO. FT. TO ALL PERMENANT SEEDING AREAS IIG SAFELY NOTE: Maintenance program should be instituted to aid establishment
"IT'S THE LAW" of plantings. This plan to include spot treatment and hand pulling
- EROSION CONTROL BLANKET W /PERMENANT SEEDING (SEE ABOVE) CALL 2 WORKING DAYS BEFORE YOU DIC Of Invasive weed species thistle, etc Mowing required during 1St
NORTH AMERICAN GREEN 5 -150 (OR EQUAL)
9 q 9
OD - STRAW BALE EROSION CONTROL DAM 1 -800- 382 -5544 and 2nd growing seasons for species control.
ALONG SWALE FLOWLINE (SEE DETAIL) CALL TOLL FREE
SCALE: 1 „ = 60' PER INDIANA STATE LAN IC 8 -1 -26. CULVERT INSTALLATION NOTE:
0 - GRAVELBAG EROSION CONTROL DAM IT IS AGAINST THE LAW TO EXCAVATE TEMPORARY DIVERSION OF LION CREEK SHALL BE PUT IN PLACE DURING
AROUND CURB INLETS (SEE DETAIL) WITHOUT NOTIFYING 1HE UNDERGROUND CONSTRUCTION OF CULVERTS WITHIN LION CREEK TO AVOID WORK BEING DONE
❑ - SILT FENCE INLET PROTECTION 0 30 60 120 LOCATION SERVICE Two (2) WORKING WITHIN FLOWING WATER. DIVERSION SHALL CONSIST OF REROUTE OF CREEK TO
AROUND BEEHIVE INLETS (SEE DETAIL) DAYS BEFORE COMMENCING WORK. PLACE CULVERTS IN PAIRS OF TWO WITHOUT DISRUPTION OF SAID FLOW.
-S F- - SILT FENCE -(SEE DETAIL)
'oc ec- i other = -_- - - -,c. _ - ,]ghtz-_-- c` - --
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