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HomeMy WebLinkAbout05110020 Site Plan Sht. C101 C102 no Rcv. stamp date. NOW OR FORMERLY ROBERT SWIFT D.R. 293, PG. 790 DSED TOWNHOMES AT OLD MERIDIAN) )"E 314.02' ._ so c 8 - • a 00 an 0 0 0 N V 1 V O V Cn a 1 V) O Cn 0 %0 N LA r V) 174.59' /- q 131 ST STREET (R= WMMAM75 RM oXW& FiltE FUME BY CAS DMMM) N89 *08'21 'E 676.00' N. LINE, S.E. 1/4, SEC. 26, T.18N., R.3E. 269.42 W N, O to / __ ____ - . 10' PEDESTRIAN PATH ,� - __ - - / 30.61' 20.09' 24.00' 20.09' 20.09' 45.62' 00'51'39 "W 64.50 `rte 15.07 40 R �, 7,# +C :L� 12.0 2.00' 10' B.L. '��, 9• 8 8 , I 1% :, r �� sr, h Tt � W I 73 W w w w w ,;: _r " >V 'n 3,000 sq.ft, c`ro. M N Q N rn Q N to v N st Q N in H n <1 . 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N 1,456 sq.ft. N •.} Vrrr { �•;:)::.�•: :}: �; •'rt. {'*: 1z,! _.it f .{i }:7 =r, n } ¢i! }r {, _Y -U•y J'> }`r r�. t N < r „' �.-, ? , } _�',, :t z.. ti `X717. } F' r r- N89'08 21 E -:, S . ,, ? Y' `l. 'r e c r- .ati k •� 1 rY ♦ - Yi k r 8 l {v � U`, r ,� r I F! �•. 1 : ., . �A•. : }. : {: : * �'�•' / N - -,, , ' ,r!. �, f •i }: Zit •r�,.:fr, t ! `S5� \ } 2 .,{ TE ,.�} �. :- r��.yt yA• e�.• ..�/��{ �,, }'i,;.,,, 1% x ,��Y•r r�:r,�� � tr ,. ,Y �.{ Yrs. r s � 72.50 9 .. ( , ,T : V +K V� i r1YMrti`• -Y r •�i,��.- ',,< r�:,r'.,. \r r. yr.1::4'.. .t'4, } i,. . � , :v.;: •iir'ri41Z,;:.2�::, .' <•:i1- i�,•4•_ {t X;- :,{.<fti ,•?+r rV.•;{S•� �- t/h�f+•+'"..�.•w_11 .1 - �: ♦ I,' ,r i , ' {. r. 'r r r ♦ N r." r r.1+ r , . +• ,.� t} { }: i :� ,� ?'.:i• x Y t <. {i: rr 7511. • '' ?'} , f }:. t.ti �. 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A. ,4!r.rr . r: 1Gµ 'ti•7G'r }'} N 7 r 5) CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD CHORD BEARING DELTA C -1 200.00' 186.70' 100.77' 179.99' S27.36'1 2 "E 53'29'05" C -2 150.00' 60.42' 30.63' 60.02' N78'05'58 "E ?3.04'49" C -3 150.00' 56.58' 28.63' 56.24' 578'50'04 "W 21'36'37" 37'47'40" C -4 800.00' 527.71' 273.86' 518.19' �S19 *11'16 "E C -5 150.00' 37.86' 19.03' 37.76' S1 5#57'29"'E 14'27'40" - C -6 150.00' 22.09' 11.06' 22.07' SO4 "30'33 "E 8'26'13" C-7 150.00' 21.91' 10.97' 21.89' S85'27'22 "W - 8'22'02" C-8 50.00' 78.60' 50.06' 70.75' S45'1 9'32 "E - 90'04'11" C -9 50.00' 79.00' 50.46' 71.04' S44'58'27 "W )0'31'48" C -10 150.00' 120.51' 63.72' 117.29' N66'44'44 "W _ 1.6.01'48" 11'06'51" !2'58'53" -1 C--11 500.00' 96.99' 48.65' 96.84' ; S49'17116 "E C -12 27.00' 4.3.82' 28.44' 39.16' N0:3'21'03 "W C--13 32.00' x;0.27' 32.00' ?0. ; 6' I 45.25' 38.34' _ 509'50'29 "E 90.00'00" N1 7'08'56 "E 36.01'10" N44'23'58 "E )0'28'50" C -14 62.00' . 38.98' C -15 32.00' 50.53' 32.27' 45.44' C -16 75.00' 29.88' 15.14' 29.69' S78'1 3'32 "W 22'49'43" C -17 300.00' 66.91' 33.60' 66.77' S29'34'42 "E 12'46'46" C -18 100.00' 95.72' 51.88' 92.10' S27'25'1 5 "E 54'50'29" I UKAYHIC SCALE ( IN FEET 1 inch = 50 ft. 20 72.50 ' r . , N 6's> 't�!, • W O . #�s{ ' w 1,456 sq.ft. do : = .qt♦r.. ' S89'08'21"W :::,v{ . txo -, � ?�rAr`r. 72.50' r.�j{>rtLv,`z rr ';. }`. � t, 0 1.812 sq.ft. 00 } � t , A f r .'iL` I 21 L •/apt • w� rn � � J `�y , YS89.08.21.. �j, �r�i' :�/7y ` j v'nr� 1. ,�{ $? tV5 +r 1 72.50 �KN. (ti�}±YrsK�; C•A• r 1 •,vrtf'" k , �.. 1,577 sq.ft. rn ' £, "; yyam,` • ,}Jl'Q,r rte{ 7 S89'OS'21 "W x ��txe��i f % �,t r2.50 '! � r z;1.�}}���� . N , r } Y Y,� N �� wi';• o g} c �� . �. io 1.81 sq.ft, o ? ,�, � T t%<T 0 ?y �,��; . . F. SW08'21"W "­,�.":10 N 72.50' N Jt1 �{ j� „ WS :., ;, 92 O v r O 1,456 sq.ft. a°o• ; ' � }� ti' }f F -} � s aJ�,} S89'08'21"W �r -- �� k r n� { �,� � � { 72.50' ,,,�' • : Y . ,� 4a i / Jy ,�', .J 1 i �.? G, 0 1.740 sq.ft. °O ;1>1 r '� ; }'' S89'08'21 "W � �7: �� ,% Y�`°�' rj ` -A I . 11111111111111 k,�, 1 t � - - N 72.50 N .:8 -;,-- o 7,1!f t �, 0 R'.. - % . O O r 00 1,456 sq.ft. at : } ;nG : `�,.<. 1. S89 08 21 W GG} ,< �} _- w ,•-YS v 72.,50 >v ;_w Y, V , t ' S� \ N rr, 4jti ,Y? ii }:•} 5 N F6Y,- } I : I 4l, 89 o ,•'y'r. # 6f �{ n 00 1,740 sq.ft, o - ,} �. ji :� I XC{ }5 ?tics `'i:. N 72.50' N :, X n` � � ,`-� Y tir - , .,,} 0°0_ 1,456 sq.ft. 0°0_ ��,x � �� 11 `r 589'08'21 "W ' ' ?•r.•r { 72.50' � .N yM. . O 1 O � ,,, , till; n 0 1,812 sq.ft. o -t,. :v 0} S f n'k, n -�- S S.o8'21.".W. w._ +� A�} K, r, 72.50' v <h , F, N C.A. #10 2 , �� ? 1 .847 s ` %., 1. N O �:; ,,t �ifYYt; c, yr: , {s2 a 8.9S' 43.51 .. <'<� }. <n> sr '�< ?N X , - 7 } •. ^ ~T }G,' •4�`,� F4 ti'A j - fi'S} ,tGr.''•. <}h }it 1. { , }t , N., -12t 106.29' I 1W0 8 U ,--,, \ K {{ e l SrG. may; ;.0 3, N O 1 s3 N IN �#. f fY- W O x . (0 - - . I . 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'n {f Yi { }y 4'{" -iA ` L�'`v /y ry ' .tn'4:•: (�I ,, rNUS r"�j�'2/ •r} �r \; .{•. }, kV t �2 , s}.}•.ki„ W ' ii,'iQw�- �,%�% {ZWti: {J ;• ffM1S: iii $(:'yS�•�!tY.r i ? _ _- . .4' V1 .''- ,_,_ T. JQ,+{v /T.t} !J rii•. \'� 2ih `, WE �U ", , }�l}'' fs rn }{ -f�3t JY Fti fQ, w'J{r,�'" }. . {. �5:. rs<�,�� t SA 27.12 "�; }�'a"""`yy}`,,, a , ,vi r a .,�<_' :r:rix} o I I ,}• O +,.t� xtiG fv. Y } r {. 1. 9 { -„ -.• ` q -hr r fir• „ >r t``•},. s '•r. r� •, ;^ -.. ;{,J; :.y ,Gx �r•+}S 'ti J 7' ^4 'f}Y }{ fF1,,j.�• }lr� �• - .wS�L' Y...... '4 w�.. `.: s,. •ii?i .,G�t gl ' , t.�irG'7_: S� V . / ,v:4J , �% N`: cii pd, r� 1� 3 '% 34 O '% T i KO"Y 10$1 ' '.s }v ,' � r r f ii` .,r , -',X� }•�:, �^t Fyn, �' R �• X11 "F v W �+ ��� > s,i n . W _ 1h I RJR. c0 J, ,,tt$ � Cf Z : O• f - .`-Y.? { rer.itti r f` • tir�,nt . �jK.. ; 4 r,`5 ,�aX' <'A,_•- r s n ii n r ,• I Va i �f(�} �y r. t tty v {7777 ..f'. -.r .._,. ),' r .r Y - l�S} . i! i` 1 rr rr}�y; vr�'`` n3. ^A r -2•rti 7' -:(.1: ,'T St''S ,�, Nriuu.S KS.. , �,!' y, 5c �Pi -,�. -'I, ry S, �y .v S } w � i r t�r.� c" h�.yy...,����. }y / ;•l,Y,, ff`` yw Y.{ffV, 7'�.w`14• � • 5 jjrr�r�rXt�vry }2 „r_ i/ W),I , I '� -if' 'Ml . JY ,h { , J 1 tr�f � ?t4 M} 1 . r r i,}�° . }.� 1. y�. .�r�� v , / //""""""` I I . ***� **N\ " , iG CJnrn .1* �} Mt f':t .Z'• �•r i ?k S� }Y S89'08'21 "W 675.75' a= 03 74,792 s BUILDING DETAIL SCALE: 1 " =30' NOW OR FORMERLY CARMEL APOSTOLIC CHURCH, INSTR. No. 1991 -33759 N89'08'21 "E 455.39' 336.89' I v . 6 V", / OVERALL DESCRIPTION .E. COR., S.E. 1/49 EC. 26, T.18N., R.H. / . � . I I I I � ``,`, >>��Ii111111111",,, ��.• p.RlN�jy ee, e, I . 609 . 0 9.N ♦ •• `�� O •� �� I � *ft • i to : = ♦ . • No. • r Z • � 0 I : am s 41110 = :10200495 = I • s s a Opp I:- S" It -o ' ; STATE 4F � *0 • A�A ll�e 0 0 , *# ^ , _*0 00 4�1 -*e �'I� `S`S�NAI. EN�/.``� ''��ll/11111111����,`` A part of tine Southeast Quarter of Section 26, Township 18 North, Range 3 East Clay Township., Hamilton County,, ndiana g y ��p' ty , more particularly described as follows: • Co • Commencing at the Northeast corner of said Quarter Section• th • thence South 89 degrees OS minute . s21 seconds od s We st along the North line of said g Quarter Section a dis distance of 675.75 feet and the POINT OF BEGIT�G of this description; thence South 00 degrees 18 minutes 29 seconds Eas • t 279.88 feet, thence North 89 degrees 08 minutes 21 seconds East parallel wi*,h the No • • p • North line of said Quarter Section I a distance of 455.39 feet to the centerline of Old Meridian (formerl U.S. Highway 31 • de degrees 39 y ), thence South 35 gr minutes 16 seconds West along said centerline 1,291.63 feet to the South line of said Quarter Section; thence South 89 de ees 04 degrees minutes 09 seconds West along said South line 694.16 feet; thence North 00 degrees 17 minutes 27 seconds West 700.04 feet; thence North 89 degrees 04 ' seconds East 314.02 feet; thence �' minutes 09 North 00 degrees 53 minutes 21 seconds East 338.69 feet; thence North 00 degrees 18 minutes 29 seconds West 279.88 feet to the North line of said Quarter S • thence North 89 de Section; degrees 08 minutes 21 seconds East along said North line 315.00 feet to the lace of beginning, containing 23.146 acres, more or less. p This description has been prepared for zoning purposes only and i • g pm'p y s subject to change upon completion of an accurate boundary survey. SA52605Uxg4\ You I.r�-nW j%Septcmber 22, 2005 REVISED Apra 19, 2006 GENERAL NOTES: 1) ALL WELLHEADS . WILL BE ABANDONED BY STATE HEALTH PROCEDURES DURING I CONSTRUCTION. 2) CONTRACTOR SHALL CONTACT THE I DEPARTMENT OF ENGINEERING TO . SCHELDULE A PRE - CONSTRUCTION) . MEETING FOR REVIEW OF REQUIRMENTS. 3) ALL EXISTING PAVEMENT TO BE SAW . CUT TO A CLEAN EDGE WHERE NEW PAVEMENT WILL BE INSTALLED. 1 4) ALL PAVING MUST BE COMPLETED IN . ONE PAVING SEASON. I 20 D.E. D.U. &S. E. D.U. &S.S.E. D. &U.E. B.L. C.A. LEGEND LOT NUMBER . DRAINAGE EASEMENT DRAINAGE UTILITY & SEWER EASEMENT DRAINAGE UTILITY & SANITARY SEWER EASEMENT DRAINAGE & UTILITY EASEMENT BUILDING LINE COMMON AREA . f ' ` ; ; ACCESS PARKING, DRAINAGE, SEWER, % }`�� "�:,. y�r . '.., {. UTILITY LANDSCAPE AND INGRESS 1­1 .. ����, •- •r:' i•� Z,,.: i }?`` "�va >t` EGRESS EASEMENT /PRIVATE STREET xY ixi �1_ Y M NOW OR FORMERLY N Z O ^ /' ) Q �1 Q L I Z JOHN OHN W. AARON D & WANDA AARON 0o r D.R. 173, PG. 348 N I Ix W N o M ao - W N v t- ro %%-.., . . Z. 00 to LL 1 32.66' Z . . I Ng 0 . .. C' J • i . I 29.82' � {n r.r {Yr r.'r, r 5} r} \'S.`, ,{ wrS l tn . w � s � ti r., O S89.08'21 "W .�h� ., . _, a 18.18' {1 r . , i I I +ftirq t,� s hr\�ih r: i{'� ) �r 0 �l` ` ter ;y� J S < „' 5:2 #, }may" ttFyf}f s �s� ik ., .TJt . - .,t. f Xt I � /� J P' : whs {` �}Cr '.� X ��}} Q � Z Asti. 4` G f. J _ �.-r '�� ". .rX, I27.15' >� • r;.. z�,•r, .t',? 4:, ;mI , lvSa1� r:r N �} .{Y.:.J •5 .t-, lC�:. 'n {f Yi { }y 4'{" -iA ` L�'`v /y ry ' .tn'4:•: (�I ,, rNUS r"�j�'2/ •r} �r \; .{•. }, kV t �2 , s}.}•.ki„ W ' ii,'iQw�- �,%�% {ZWti: {J ;• ffM1S: iii $(:'yS�•�!tY.r i ? _ _- . .4' V1 .''- ,_,_ T. JQ,+{v /T.t} !J rii•. \'� 2ih `, WE �U ", , }�l}'' fs rn }{ -f�3t JY Fti fQ, w'J{r,�'" }. . {. �5:. rs<�,�� t SA 27.12 "�; }�'a"""`yy}`,,, a , ,vi r a .,�<_' :r:rix} o I I ,}• O +,.t� xtiG fv. 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JY ,h { , J 1 tr�f � ?t4 M} 1 . r r i,}�° . }.� 1. y�. .�r�� v , / //""""""` I I . ***� **N\ " , iG CJnrn .1* �} Mt f':t .Z'• �•r i ?k S� }Y S89'08'21 "W 675.75' a= 03 74,792 s BUILDING DETAIL SCALE: 1 " =30' NOW OR FORMERLY CARMEL APOSTOLIC CHURCH, INSTR. No. 1991 -33759 N89'08'21 "E 455.39' 336.89' I v . 6 V", / OVERALL DESCRIPTION .E. COR., S.E. 1/49 EC. 26, T.18N., R.H. / . � . I I I I � ``,`, >>��Ii111111111",,, ��.• p.RlN�jy ee, e, I . 609 . 0 9.N ♦ •• `�� O •� �� I � *ft • i to : = ♦ . • No. • r Z • � 0 I : am s 41110 = :10200495 = I • s s a Opp I:- S" It -o ' ; STATE 4F � *0 • A�A ll�e 0 0 , *# ^ , _*0 00 4�1 -*e �'I� `S`S�NAI. EN�/.``� ''��ll/11111111����,`` A part of tine Southeast Quarter of Section 26, Township 18 North, Range 3 East Clay Township., Hamilton County,, ndiana g y ��p' ty , more particularly described as follows: • Co • Commencing at the Northeast corner of said Quarter Section• th • thence South 89 degrees OS minute . s21 seconds od s We st along the North line of said g Quarter Section a dis distance of 675.75 feet and the POINT OF BEGIT�G of this description; thence South 00 degrees 18 minutes 29 seconds Eas • t 279.88 feet, thence North 89 degrees 08 minutes 21 seconds East parallel wi*,h the No • • p • North line of said Quarter Section I a distance of 455.39 feet to the centerline of Old Meridian (formerl U.S. Highway 31 • de degrees 39 y ), thence South 35 gr minutes 16 seconds West along said centerline 1,291.63 feet to the South line of said Quarter Section; thence South 89 de ees 04 degrees minutes 09 seconds West along said South line 694.16 feet; thence North 00 degrees 17 minutes 27 seconds West 700.04 feet; thence North 89 degrees 04 ' seconds East 314.02 feet; thence �' minutes 09 North 00 degrees 53 minutes 21 seconds East 338.69 feet; thence North 00 degrees 18 minutes 29 seconds West 279.88 feet to the North line of said Quarter S • thence North 89 de Section; degrees 08 minutes 21 seconds East along said North line 315.00 feet to the lace of beginning, containing 23.146 acres, more or less. p This description has been prepared for zoning purposes only and i • g pm'p y s subject to change upon completion of an accurate boundary survey. SA52605Uxg4\ You I.r�-nW j%Septcmber 22, 2005 REVISED Apra 19, 2006 GENERAL NOTES: 1) ALL WELLHEADS . WILL BE ABANDONED BY STATE HEALTH PROCEDURES DURING I CONSTRUCTION. 2) CONTRACTOR SHALL CONTACT THE I DEPARTMENT OF ENGINEERING TO . SCHELDULE A PRE - CONSTRUCTION) . MEETING FOR REVIEW OF REQUIRMENTS. 3) ALL EXISTING PAVEMENT TO BE SAW . CUT TO A CLEAN EDGE WHERE NEW PAVEMENT WILL BE INSTALLED. 1 4) ALL PAVING MUST BE COMPLETED IN . ONE PAVING SEASON. I 20 D.E. D.U. &S. E. D.U. &S.S.E. D. &U.E. B.L. C.A. LEGEND LOT NUMBER . DRAINAGE EASEMENT DRAINAGE UTILITY & SEWER EASEMENT DRAINAGE UTILITY & SANITARY SEWER EASEMENT DRAINAGE & UTILITY EASEMENT BUILDING LINE COMMON AREA . f ' ` ; ; ACCESS PARKING, DRAINAGE, SEWER, % }`�� "�:,. y�r . '.., {. UTILITY LANDSCAPE AND INGRESS 1­1 .. ����, •- •r:' i•� Z,,.: i }?`` "�va >t` EGRESS EASEMENT /PRIVATE STREET xY ixi �1_ Y M 1 L0 0 T_ . 0 w LL �_ W 0 1 V) x . O N Z O ^ /' ) Q �1 Q L I Z J rn V U * I Ix W Z V) t- ro %%-.., . . Z. X Q .0 LL _J �- a < P_ to I T_ (y) I . . Q V) > .. LJ I . Z _ O . 0 P W x 00 Z I . J Q L / to Z 0) F-- U W `I I :D C) }- M (/) Z O 00 V) (� _ T_ w U `' V' V E J 0 o U W p 5 w 0 o � Q Y Q � I �z W F- ,." � Q T_ '_ n ( �. I `° 0 m L � ° g � o YW Lou <� �, 4% , �� o � r• T_ 1 L0 0 T_ . 0 w LL �_ W 0 1 V) x . O N Z O ^ /' ) Q �1 Q L I Z J rn V * I Ix W Z W 0 V) t- ro %%-.., . . Z. X Q Q LL _J �- a < . I T_ (y) I . . Q t� V I w I .. LJ I Z _ O . 0 (.D 00 Z I . 0 L / to Z 0) 1 _ F-- `I I :D d- (/) Z O 00 V) (� _ T_ w U `' V' V E Q Z J Q D Z H Z W 0 (M) " . . Qz 0 J J z �- a < . mi I � . Q C) OF SHEETS w [�� � V) w 0 J O J W Q U SHEET NO. c�o1 OF SHEETS JOB No.52605 \ t t�l. •-I Z 00 ,- W N U Wn r V I ft d' W 0 Li- 0 T_ Z 0 Ld _Z. .•.1 E G V-1 as T'1 C 2 111- 0 5C M an . an 0 C) • N 'll yr O V .00 a cn 0 V cm "a 0 Ln 0 to N Ln as cn NOW OR FORMERLY EDWARD ROSE DEVELOPMEN' COMPANY, L.L.C. INST. 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N89'09'33 "E co �. , 72.59' w 111 0 ° B B cD 1.458 sq.ft. m N •...J ' :: S �•� •�� w 0 112 1.473 sq.ft. v► 0 N N89'09'33 "E Y \! 72.61' . i - r O W N . 113 3,235 sq.ft• . • 10' B. U • &S.E 0 . .a j%# - 0 . . o � 89' ao. � 30.47 22 . ..* • � 20 R o 2 � ,. C, \ - i • • aft we := . No. =: � 0 Ln • fm 1020Q495 = = . 45.15' I . r 0 �1�. 20' R � TONAL f % % %% . . 1.4 ^1;� 1 }K N "Ib" D.U. &S.S.E. 50.71 11 k I. { �. .. .� 7 ;Vr�( -..1 y A V t ss . /O • x. - , �_ ,� '�' �99 . Z � � W h� € ,��; x '� ' � •rV. Q : , N i vl�Zli 5" 47 f ,,\ `} �fsr f M J L },t }? $S,Gr Fkr ♦� (� �- - r �.{ r `�` - X90 ix, AA 0 , )"� , ;,: ; �, J .' 6�• Z • 183.36 R =13.00 c r�c. - 16.99' 11 J�� ° ° c R=94.00' mm is 1 .48 �] 48,299 sq.ft. CA. I . 28,822 sq.ft. . . s, PROPOSED UNDERGROUND , .%:&. RETENTION I L I I ­ n, } 1, Cp L lot <• .►. ��. `PLC t` ; }j _ �4.. _ Ol- { y - S � + � �No� comonommo.�L . 210.08' NOW OR FORMERLY CELANA S. ROTH ELLIS LOT 14 R.A. FRANK'S SUB DEED RECORD 128, PAGE 197 '�24 "1� 49.28' 4a �r *4, - 1 j L.7 . F o�- W, A �?4 A :.+ 2i S { ',,%?�L �+` }5 -ir{ xL 42,' S ls�. {� LSS r '•,, /•- V lrrr wY r '`}h* _J -- ..•�•;1Pr,,. 'Y VV �{ r �Y7'•. } xkSf -$ .r 51'{^,'� ~ 3 ,$''�- ik {.•�-�, s }'it r \ •• M 'xL t L. 5 *1 : S V �' y h'+�+r L`{ L'' T'i fit,► 4k 2 ,� ; '-, �4 �''A 9 '� r : (I. � t -' p. „ f `yy •P �•�' v L 1­1-11.­ ,�. - 4 4 }, 41, :tip . r, ♦�,f r W -t t �° u . o ,, F 4Y,r`' .c v ,y(• - :p ��vk f 2f�f `�yt L' :} , S \ / J %( f ' x i i ti y { f - L 5 j ♦ {•. k^i" <tix<t ' ^y'�(,R` -;"Is ; � y,- , *" � ��.-, ' �(�f��`(%g fi` i"3J ` sr 11 ,$ 'IN, , '�{ �, }SZS�k {S'\ } } }\ Ctye,h1, r` try ?.. s� 1 + q+ r jr 1S2v2� ZPII \ r `at1 X �> iv Sf F ? , �♦ r��.rk.♦��,�i } ♦'(•4Y� 'kk'J� <{*5(`M,,;..{r(. .{i hs`s}�rc, s`rr}xF c w co 0) (A u: O �? GRAP -1IC SCALE 40 �� 50 25 SD 1 100 ( IN FEET ) 1 inca = 50 ft. S. LINE OF N. 1/2 OF S.E. 114s SEC. 26, T.18N., R. 3E. SWCK 74,792 sq.ft / ,-t lb No Icb 20 D.E. . &S.E. D.0 D.U. &S.S.E. D. &U.E. B.L. C.A. 4� Sl�.i'l•' ^. 4 r „> 41 GENERAL NOTES: 1) ALL WELLHEADS WILL BE ABANDONED BY STATE HEALTH PROCEDURES DURING CONSTRUCTION. 2) CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHELDULE A PRE - CONSTRUCTION MEETING FOR REVIEW OF REQUIRMENTS. 3) ALL EXISTING PAVEMENT TO BE SAW CUT TO A rl_EAN EDGE WHERE NEW PAVEMENT WILL BE INSTALLED. 4) ALL PAVING MUST BE COMPLETED IN ONE PAVING VI NG SEASON. 200 _j LEGEND fr I W I m `stA,ti /11 4 'Ve I t\r .••' '• . ' ��i •• 1 ..� 4% .•'' 1S TIE '•• �G '• 1 i • • aft we := . No. =: � 0 Ln • fm 1020Q495 = = \ T_ we 90 'o ':, STATE OF := �' ` 9. 00 - \ T_ ;Olt �, • DIAL • ' �` 1. ; ;� � TONAL f % % %% . . I %* Z Z 0 W � L . . U " trf 0 W 0 J J . Z L � Q J Z N 5: Li Q 0 . O cy- F� . 0 J Q m O IX W J I 0. Q m -i o O U W (n w o w n 0: Q Y CC< L \ C) ,to �. W ~ Q ***� � T_ 0 m r11 m w J o u' W` g C� 0 - Y W V W - Q w11 t- � _ o\ r It `stA,ti /11 4 'Ve I t\r .••' '• . ' ��i •• 1 ..� 4% .•'' 1S TIE '•• �G '• 1 i • • aft we := . No. =: � 0 Ln • fm 1020Q495 = = \ T_ we 90 'o ':, STATE OF := �' ` 9. 00 - \ T_ ;Olt �, • DIAL • ' �` 1. ; ;� � TONAL f % % %% . . I %* Z 0 W � L . . U " trf I Qz 0 W 0 LOT NUMBER DRAINAGE EASEMENT DRAINAGE UTILITY & SEWER EASEMENT DRAINAGE UTILITY & SANITARY SEWER EASEMENT DRAINAGE & UTILITY EASEMENT BUILDING LINE COMMON AREA . ACCESS PARKING, DRAINAGE, SEWER, UTILITY, LANDSCAPE AND INGRESS EGRESS EASEMENT /PRIVATE STREET N z T� V / Q Ln z I T VM 00 .0 to 1 X Q L� _ m 00 N I 0 (0 00 I v U7 ro En . L0 - I 00 W 1 W C' u Li J W Q U SHEET N0. OF SHEETS roe No.52605 1 Q Z Q D Z Y' H Z 0 W � L . . U " I Qz 0 J J . Z L � Q J Z Li Q 0 W F� . 0 W D J I 0. J W Q U SHEET N0. OF SHEETS roe No.52605