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LEGAL DESCRIPTION
<br /> That part of Lot Two(2)of South Shores Fifth Addition,as per Plat recorded in Book 300,page 159 of the
<br /> Records in the Recorders Office of Macon County,Illinois,described as follows:
<br /> Commencing at the Northeast corner of Lot Fifty-Nine(59)of Southland Heights Ackhon to Decatur,as
<br /> per Plat recorded in Book 300,page 175 of the Records in the Recorders Office of Macon County,Illinois,
<br /> thence Easterly along the North line of the South%of the Southeast''/o of Section 22,Township 16 North,
<br /> Range 2 East of the 3rd P.M,285.11 feet;thence deflecting 630OT13.3"left for 6.47 feet to the
<br /> Southwest
<br /> then
<br /> deflecting
<br /> the extension
<br /> EXHIEITof the Northe ly night of wayof saidtlineoof2Fi t Drive
<br /> to Me point of7beginn grightithence deflecar 73.01 feet 6ing 80°0748 eft for
<br /> ro 218.74 feet along the Easterly right of way line of S.B.I.Route 2(U.S.Route 51),thence deflectrg
<br /> II 56°39'09'right for 594.33 feet;thence S00°00'00"W,107.00 feet;thence S39°1930"E,76.00 feet;thence
<br /> S0601 7'42"E.13.00 feet to a point on the Northerly right of way line of First Drive;thence Westerly along
<br /> said Northerly right of way line to the point of beginning.Said property containing 3.41 acres,more or less.
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<br /> SOUTH FRANKLIN STREET ROAD Also to be known as Lots 1,2 and 3 of South Shares Center Addition.
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<br /> NEW PAVEMENT EXISTING ASPHALT TO BE SEALED OR RESURFACED WITH ASPHALT AND RE-STRIPED AS PER PLAN.
<br /> --
<br /> ��_ ---- � RELOCATEe ROVER POLE
<br /> �/ a RELOCATED Pavor-c ������������ ____________________________________________________________
<br /> �1ast Arn _ ____
<br /> ---------�������--- -
<br /> OTraffla Sipai ��� S1)ACKa10 11, �' E- O GRp55 R.O.W.Marko �`
<br /> niid% • p 00 0 00 00 0 opo $oo�oo0 00 aoo oS 89'53'19'E 598.26'(Meas,) o0 000o NOTES
<br /> 0 15 30 60 ���/ Ro W'twr • 94.33'•Rec.)• • O
<br /> i� Cyca 22.00' 8 Q 4 ; Q 1. Parking Analysis
<br /> i I h•oy Sqn toss 9.00 TYP, 8 �•� 2W Venda LOADING 8.00 ® O 18, Trus I Required gr ens-(13650 S.F.O 1200 69 aces
<br /> o DED ISLANDS S Lori ONE 9' .Lot 1-Wal e / 5D
<br /> 32 Spaces
<br /> i TYP. 33.78' rw�r rEIGHT TD c 4 , z +Q todn,g 6 ID 69 Space dos(5)Stocking
<br /> Typ 1 Typ b.Lot 2-Rtail Space-17650 SF. �/p0)- O g Spaces
<br /> / a 49.78' 24.78 6'HIGH 6'TH a WOODEN Q�P�'( A Noutu �,7, � a�sLMOuw Fana Tp.� c.Lot 3-0'irY Ou�j3,1�0 0 spaces
<br /> DID 6 Handicap stalls
<br /> cWar1• Total aces Required=190
<br /> / y ENCLOSURE Pc' 25.00' LOT 3 23'- Provided
<br /> �^ / R25.00' a a.Lot 1=67 Spaces
<br /> i : / � b.Lot 2=88 Spaces plus(10)Stacking Spaces
<br /> O� / , .16 •'�:. 3' Y am
<br /> To c REsTRrREn u-d`w1 ward T-1 /3 �GRg c.Spaces Pro ed=191 spaces w/8 Handicap stalls
<br /> / h BAxr I GG 2. Site Area 3.34 Avec
<br /> % 24,00' `eG yk 45 4 140.6' ; LOCATED LIGHT POLE/ d I / 3 Property,s Zoed= 8-3 Planned Shopping n9CenteDistrict
<br /> S
<br /> 18.0 S AR AECA N 8,5, 10( 113 Q 8 0 'Block Wall splash
<br /> V y rn x 4. All roof trains shah outlet on sh Hacks,into storm sere or an red surface
<br /> / R5.00' V Y / 5. Driveway and Parking areas to be constructed as follows
<br /> O .50' (D 5.50' _ '�
<br /> -------------- d
<br /> // O 19 � '��� V 1 v �9 1J NI paving to be 8'Slane&3'Asphalt unless otherwise shorn
<br /> SIGNALj VAULT 41 �pLS 7.00' .4_14Existing Building o a 18.00' 24.00' 18.00' 18.00' 24.00' 18,00' m y Approaches to be constructed of 8'P.C.C.Pavement.
<br /> (�' P5p z �` I` I 32.3' Existi 6. All Drivers
<br /> I T 4 Z, 10 Fin. FIr.=635.77 0 �P�( 5.5' to -6 7. AN curbing to be 86:12 Curb and Cutter.
<br /> / I nt rT LOT'1 a 13 13 P'SP 13 m U 8. ADA orb ionto to be in accardmce with IDOT Standard Na 424001-05.
<br /> / R3.00' L `U a /� 9. NI eorthrark,storm sewer materials and cork,paring materials and reit
<br /> o� CL
<br /> 24.00' a r F l05 O 20' 14' j a ` 8, to be done in mcrdanc with the applicable satims of the Illinois Department
<br /> of Transportotim(IDOT)latest Standard Specifications.All other items to be done
<br /> A,-10 PROPOSED ---- 4 PRROF40SED CONCRETE xisting^Buildin 20'--� ��9. in acwdance with City of Decatur Construction Standards.
<br /> Back of Y- F 13' 4q 7' © .�s 10. Storm Detention=Nane required Insignificant charge
<br /> Curb Tro;S�• 8 1 BUILDING p 4' 45' 0 2 0 �- 20• '' 11. Contractor is responsible for obtaining any and all permits to work m
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<br /> p R4,50' L 13 0 S.F. ego 250 �/ P • Public right of way.All work in public right of way must be done by o
<br /> I 1 O R30.50' Fin Flr: 2.69'630.7 � �6, contractor who is licensed and banded by the City of Dectur. The approwl
<br /> I 1 0 18.00' F w- 2 Mailpaxes I OOH of the Site Ran does not constitute the approval for the contractor to do
<br /> i( 24,00' Express ail f work b public right of way without said permits
<br /> 11 ® 9' = 12. All cuts n existing Asphalt,Concrete or Curb shall be saw cuts.
<br /> �t SIDEWALK OCATED LIGHT POLE
<br /> l oTraffic Si,nw( -') 1,50 UPS Box CONCRETE R2.00' 13 Benchmark-'M'in Mueller on Fire Hydrant at Entrance an east side existing
<br /> S 06'17'42'E
<br /> v\ SIGNAL VAULT UK '1 45' -{ building on Lot 2 Devotion=636.63
<br /> IJ O 19� 1
<br /> R5.00' 16' �r"�1 13.00' 14. Sign permits must be applied for in accordance with City of Decatur
<br /> L_ 23.97' roposed Entrance 1 regulations. All signs must conform to said regulations.
<br /> __� - - - / _-
<br /> / R4,50' 23' O - - 15. Land Disturbance Permit shat be obtained at tme of construction.
<br /> / 24.00' 7.00' 16' Existing Entrance __ _------
<br /> / 30.00' (To be Removed) `"�35' O 9• - -- 16. A y of Decatur
<br /> Site Pen and yBuildingconst Plans must be submitted for an is of to the
<br /> SIGN 32.9' LS 28,5' - City of Decatur before my construction d tion run begin. This Site Plan b only cfix
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<br /> EASEMENT ����. �� YAP' T R4.50' Proposed Entranc endwnk "• - the Zoning of the Property me delated Site Plan moat generally be in accordance
<br /> ANT_ 12 8.00' I P5Q I L 19. T�. ----
<br /> with the Approved B-3 Planned Shopping Zoning.
<br /> PROPOSED c�>% ,���`` RO.50'I _ .�. +_• 45. 8 15.6 __ 62,2 -- n a 17. Building Use:Pharmacy&Retail Stares
<br /> SIGN LOCATION w 1 _ $2�� 9.00 _ --- 19'i r� o�
<br /> 9' 14. ;rw --_ 657.00' L 4 --- 16. All lots are subject to a REA(Reciprocal Easement Agreement)
<br /> `76gSg• } 14 8.0 -----S iii 42,8,V ------- - which
<br /> :;' 4 _ -- DRQ _-- -- to utilities.
<br /> . i provides for'
<br /> VE „ Access over at properties n Seth Shores Cents Addition
<br /> 2) Goss Utility p parking
<br /> aenta for all public end prive
<br /> ---------- 129.84' 1.5' 78't ) Reciprocal D 9 lowarces for all users.
<br /> Replace 57'f Curb and Gutter Re ova Existing Curb F�RS'T 3 ocal akin al
<br /> WEST
<br /> Existing Entrance -_
<br /> (To be Removed)--- ------- --- �� ---
<br /> _----- ----- ' -----
<br /> --- ------- -------- --r
<br /> ---------------------------------------- ------- • p���„�<<�tio, -
<br /> NEW PAVEMENT EXISTING ASPHALT TO BE SEALED OR RESURFACED WITH ASPHALT AND RE-STRIPED AS PER PLAN. _ Phillip W. Cochran
<br /> �PNIW062-323993�N E Illinois Register d Professional Engineer
<br /> No. 32393
<br /> � ` , License Expiration - 11/30/2011
<br /> LOCATION MAP
<br /> LEGEND Linetype Legend A< DEVELOPER:B&R Development,LLP
<br /> O - MAILBOX ---- - Drainage/Public Utility
<br /> - - SIGN (unless noted) Easement Line
<br /> 0 - LIGHT POLE -x- - Fence Line O
<br /> O - TRANSFORMER (unless noted) - Existing Lot Lines
<br /> © B-3 PLANNED SHOPPING CENTER
<br /> - ELEC.SERVICE PANEL(unless noted)
<br /> 0 - STORM CATCH BASIN - - - Building Setback Line
<br /> Q - SANITARY MANHOLE - - - Centerline �-+.••+a�M•+••--+••-„-es•TMF+ s
<br /> ■ - CAN RISER ---- - Section Line SITE PLAN
<br /> a - FIRE HYDRANT _-_--__ Property Line- SANITARY CLEANOUT ) - 12"
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<br /> ® GAS METER unless noted -OE- - Overhead Electric SOUTH SHORES SHOPPING CENTER
<br /> - STORM MANHOLE -UE- - Underground Electric RESERVED PRMCT 00 200 BLOCK WEST FIRST DRIVE
<br /> O- UTIUTY POLELOCATION
<br /> N - WATER VALVE(unless noted) -SAN- - sanitary sewer PARKING DECATUR, ILLINOIS
<br /> ❑T - TELEPHONE RISER -STM- - Storm Sewer ® $250 FINE 4s a e-- .• " p3w. Cochran consulting engineer
<br /> -GUYWIRE -CS- - Combination Sewer s 3 51130 0 hickory point frontage road
<br /> suite 2 decatur, it 62526
<br /> 0D"5'-DOWNSPOUT r.s•R phone 217 875-3333 fax 875-3371
<br /> -WM- - Watermain � ( )
<br /> -TREE-VARIES FROM 6'to 30"DIA. -yr- - Water Service e.awxs.o-••R�+xm� drawn by spm REVISIONS project o
<br /> n.
<br /> „�aw•w-yon »a�� data 9/23/2010 0930
<br /> xow:sacs wast scrim v wsr yaw RAwc. No. BY DATE DESCRIPTION
<br /> Q -BUSH - Railroad Tracks xrawrw,sA..-a. o
<br /> ^"""Tr r.e yarn y.v we. plan by 1 mso 0/20 ev6ed TRC emments 10 14 0 field book n.
<br /> • -POST y"m a.."" „`
<br /> I
<br /> date
<br /> ® - WATER METER (unless noted)
<br /> -,°,w„m,,,,,,,,,�,n,•,M,w„a,rne,,,,� Ref. 4154 checked by sheat ria.
<br /> dote C-2
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