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o <br /> EMISITA <br /> 14 LF 12" Storm <br /> Sewer <br /> Tr.1 a Ty <br /> ®0.596 SOUTH FRANKLIN STREET ROAD <br /> + sew, C Inlet r/ Storn Mamde-Ty.1 CL <br /> w RY-e2s1e <br /> Ty.1 Fr.O.L. RU-633.D3 <br /> R BE,we23.]e <br /> e <br /> ee 630.20 <br /> 1U Cub Inet Re2e.to R 2'S-82&80 <br /> N 29.63 <br /> %o.al <br /> RELOCATED ---- <br /> • -- -------------_- <br /> Tr Syyal 000 °favEm siw:aNc 2159'OLATE POLE❑GFP55 R.aw.Yorks, <br /> Raw Mwhk o0 00000 wo $0000 00 000 0 00 000 • • • . m>fn <br /> wNwE-e2z] wY 1 LOADING <br /> 0 15 30 60 klh•�y sign Pore __ sAR" sl- <br /> 0 <br /> AN SAN ISLiQA4 vie `q ZONE <br /> 3 5 <br /> j/ nl R 15IEbxib STY FL 12" - 6.49 y s rP <br /> i ❑ 8'NIGH WOOD OF 13'-6• ry Fence r>p.J <br /> 110 <br /> y E sne s vc Mt'r �/ scorn No Me-•v G ate LOT 3 <br /> 3t i ode ice a rL 12'N-63160 `` __T / 0- <br /> ?o 0* <br /> BN«WVE Y a AE RES RBEO Drtlrr,Board OaGR <br /> t/._ i I'-Sir 4 140.0' ; / G <br /> i 55 REFUSE AREA RECEIVING ___ v OLATEO LIEM POLE 4 8 <br /> OJ GRP Q AREA !•,•'. 1 in x lY O j 'Block Wall L� <br /> / <br /> /1- i Q 19 .m..• `Ty T-let-:Y v 11 <br /> 4C 1 '( T.1 Fr.°L. d In <br /> ArULrL • PSpNP�" "' Rh=629.75; Existing Building o s in No -•v Grote S I� ExistIng <br /> J lAT 10 FL 12'NE=626.25 Fin. FIr.=635.77 0 o R lY s- <br /> 156 LF 15" Storm LOT 1 H p�P�" <br /> curb Inlet ewer J!A3! LOT 2 ° 13 13 P 13 <br /> 625.70FL 01.39% 85 LF 11" Storm <br /> 105,00' o O Sewer a <br /> O 0.5� j �O <br /> '° L PROPOSED m Tnr PROROSED CONCRETE xisting^Buildin <br /> Back of % tJ WALLI <br /> BUILDING R N8626.79 44 7' <br /> 0Al <br /> Storm nonhae-rr.1 a I 13,650 S.F. 2 0 �- <br /> FL 30 E6 621.63 1j O �• L Fln Flr.630.75 _L 33. 280 250 "a stw, _ se °a <br /> Y-634.40 <br /> BOTT-61]S6a,,b IMvt 1 ❑ F b O, Va <br /> in <br /> szs nR I f s 2 Mal i%eels ail R 1z'w-e31. <br /> '; Air <br /> Curt,e625o 1j • STY STM O UPS Box CONCRETE SIDEWALK - •P <br /> eTraific Slgral TED LIMIT FIL <br /> 1 5'Ola Stor-s stw,Nonan Ty,t a l <br /> SIGNAL VAULT ® R 1Y N-627.53 i <br /> T.1 Fr.D.L. 314 <br /> Garb I,1. Rim=629.30sn sn sn R 15'1W827.45 - <br /> 7 <br /> s2aoeR \_ / F 15'NE=62329 4' __�L--J L--J 4'Dh Storm M.H. roposed Entrance <br /> / F 24 SE=62329 T,1 Fr.O.L. 3 -----------------�, _ <br /> / L 3'N 623.29 Rim=632.60 Existing Entrance w <br /> / urb IM. FL 15'SW=625.82 (To be Removed) ---- ------ ------ 0----- --_-----___-_= rAE� <br /> 523.01 SIGN 129 LF 15"Storm �( FL IS'W=625.8zz �- <br /> ro <br /> EASEMENT \�. 12 90 LF 24"Storm Sewer Sp1.P�' L T F FNYOPafia102EntrOnc <br /> Se er O 0.35% 1 - vAr <br /> PROPOSED 8 p o <br /> SIGN LOCATION <br /> Manh 1 - <br /> R <br /> 30'W-823.79 14 <br /> R 24'SE-623.79 -- I -- <br /> R 15 NE-624.69 �� _ DRIV <br /> R 15'E-624.54 - T <br /> FIRS �-- <br /> 5'Dla Scorn M.H. C�`T FL�CRT�6i4cL <br /> T.1 Fr.O.L. WEST F.12'wxml4 - - R _7- <br /> Rim=628.20 Existing Entrance W t-r B �_ <br /> FL 15'NE=625.37 FL GR=630.6] <br /> (To be Removed) } - <br /> FL 24'NW=625.37 STORM NH R 2rE-6127.7.22 - <br /> Plug 15'East 628.948 R tYE_82].j]-- sry __--- __-- <br /> R 12'N-82289 __ <br /> 51M-�Sn _- SAM _--__--- <br /> ------------------------, ---------------------- <br /> -- <br /> --- ----------_ Inlet-T t Cl- Inlet-Tyy I IL <br /> LEGEND y FL GR <br /> FL GR=96.11 <br /> - MAIM <br /> SIGN(-I-noted) <br /> O- UGHT POLE IAnet a Le end <br /> - TRANSFORMER(.I-noted) -Drainaga/Publk Utility <br /> ®- EIEC.93"KE"w"11(ueen n.wd) _-_ Easement LNs <br /> O- SEEM CA Td BASIN <br /> Q- SANITARY MANHOLE -%- -Fenc•Line NOTES <br /> ■- CAN RISER -Existing Lot Ilne. <br /> of- <br /> FIRE Hn0liSANITARY <br /> CLT - - -Mailing Setback Line 1. Property is Zoned= B-3 Planned Shopping Center District DEVELOPER:B&R Development,LLP <br /> p= <br /> GAS <br /> aEANai -c«rtenine Building Occupancy Shopping Center <br /> ® cAs wEtn uNeq noted) 9 Pa Y a WD 9 <br /> - STORM YANNGtc -�- -secekn Lin* as per Zoning Ordinance Reference: <br /> O- UTILITY POLE ---- -Prooerty une B-3 Section XIII-1 81. <br /> WATER VAL�Qunlees noted) �E- _Overhead Electrlc <br /> m -TE134DE RISER Onderywnd neco-lo 2. All work shall be done n accordance with City of Decatur Construction Standards. ��'"'� <br /> �_GUYw1RE Existing Storm Sewer to be Abandoned <br /> R..._DOMNSaIT sannary sew« 3. All roof drains shall outlet an splash blocks,in storm sewer or an paved surface. <br /> star sew« <br /> ®-TREE-VWdE r"°'8'to -Combination sew« 4. All earthwork,storm sewer materials and work,paving materials and work B-3 PLANNED SHOPPING CENTER <br /> Q-BUSH -ft:-.in in to done in accordance with the applicable sections of the Illinois Department <br /> -�� -win oe«ssTr <br /> ervice of Transportation(IDOT)latest Standard Specifications.All other items to be done <br /> - WATER METER(unless noted) +H4++- _Ralkoed Track. in accordance with City of Decatur Construction Standards. <br /> 5. Benchmark: 'M'in Mueller an Fre Hydrant at Entrance on east side existing UTILITY PLAN <br /> building on Lot 2 Elevation=63663 <br /> SILTATION AND EROSION CONTROL 6. Contractor is responsible far obtaining any and all permits to work in UTILITY CONTACTS: SOUTH SHORES SHOPPING CENTER <br /> THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING Public right of way.All work in public right of way must be done by a 200 BLOCK WEST FIRST DRIVE <br /> ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL contractor who is licensed and bonded by the City of Decatur. The approval SEWER GAS PHONE DECATUR ILLINOIS <br /> USE WHATEVER MEANS NECESSARY TO CONTROL EROSION AND SILTATION of the Site Plan does not constitute the approval for the contractor to do <br /> INCLUDING BUT NOT LIMITED TO STAKED STRAW BALES AND/OR SILTATION FABRIC work in public right of way without mid permits Rick Baker Tammie Parsons Christopher Branham <br /> FENCES. CONTROL SHALL COMMENCE WITH GRADING AND BE MAINTAINED City of Decatur Ameren I R AT & T Phillip w. Cochran consulting engineer <br /> THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER, 7. All cuts in existing Asphalt,Concrete a Curb shall be saw cuts. 217-875-4820 217-424-7042 217-429-8597 5130 hickory point frontage road <br /> CITY OF DECATUR AND/OR ILLINOIS DEPARTMENT OF TRANSPORTATION. THE suite 2 decatur, it 62526 <br /> CONTRACTOR'S RESPONSIBILITY INCLUDES ALL DESIGN AND IMPLEMENTATION AS 8. Storm Detention-None Requied-Insignificant Change. phone(217)875-3333 fox 875-3371 <br /> REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER, 9. Sign permits must be applied for in accordance with City of Decatur WATER ELECTRIC CABLE TV drawn by .Dm REVISIONS Project no. <br /> CITY OF DECATUR AND/OR ILLINOIS DEPARTMENT OF TRANSPORTATION MAY, AT regulations. All signs must conform to said regulations. Mark O'Connor Tammie Parsons Keith Koshinski date 9/27/2010 No. BY DATE DESCRIPTION 0930 <br /> THEIR OPTION, DIRECT THE CONTRACTOR IN HIS METHODS AS DEEMED FIT TO City of Decatur Ameren I.P. Comcast plan by 1 ser 0/20 RIG-wit,10 ♦ field book no. <br /> PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITING OF MUD SHALL BE 10. All separation between watermain and sanitary and Stam sewers to be in 217-875-5705 217-424-7042 217-519-4527 <br /> REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION accordance with IEPA requirements. date <br /> OF THE OWNER, CITY OF DECATUR AND/OR ILLINOIS DEPARTMENT OF checked by sheet In <br /> TRANSPORTATION, ALL AT THE EXPENSE OF THE CONTRACTOR. C-4dote <br />