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6-FlBER NESH CONC.APPROACH
<br /> WiTH 6'x1B"CURBS ON EACH SIDE Easl Eldoro0o St. �
<br /> GENERAL NOTES ?
<br /> OF APPROACH. DNE NEW CURB _ ` -
<br /> INTO E%ISTING AT SAW CUTS. 6� m
<br /> NEW 6'x18'CURB TO REPL4CE CONC. HANDICAP RAMPS AT ` �
<br /> DEMOLISHED DRIVE, AL50 SIDEWALKS 70 BE INSTALLED PER NppTH N y
<br /> � ' REPLACE CONC. SIDEWALK TO ADA REOUIREMENTS. REPUCE CONVERT EXIST. � m
<br /> MATCH EXISTING. SIDEWALK TO NEAREST CURB INLET INTO Ste
<br /> UNDISTl1RBED JOINT. qREA INLET �. � c � M�ooNan's Rono sicr�nr�o ens[naE er TM[SicH
<br /> — —' S�O 'O� Z CDNiRACiOR CONDUIT AND WIRING RRE BY THE GENEML CONTR4CtOR
<br /> �
<br /> TURN LANE i enscs,n�vcHoa ao�rs,coNouir,nrvo wiaiHc roa a.�on1u�
<br /> _ _—_—_—_—_ _—_ ' ,__�'' ��_R A D_0 S T_R E E T �sc�; ,•.xo' co5r N�n sr,Kr s���s,�E�TME�����o���.�
<br /> — �B�fumrnou a a/i e.uan coeowr ro�ounoNs srowr+nt 1rve�or acai-
<br /> � I EW STORM SEWER � R.O.W. VARIES ) Locofion Map M�x roR�or ucNnrvc is er TMc ccuran�cor�raacroa ucH1-
<br /> � SIOTfED DRAIN KT� � iHc rixivacs.enscs,aoics,caN�ui1,nNo wiawc naE er rHE
<br /> — — OWNER/OPERqiOR Z
<br /> p.O.B. #1 I 61'-0' �r-r � o
<br /> ... 13.91� < enscs roa rucao�s nRE er nie cu+ran�conrnncroa a
<br /> r Fnd 3/4"�� $ $4�-16�-4�j"'E ^� 18 $.3� 1�'-0' �p0i Cap 4a�-04~ E nncNoa eo�rs naE sv TME rucvo�suPPuu+ �
<br /> ------ � ------ �------- v�e i.R w/ � g 38'- LEGEND
<br /> �
<br /> _ __________ __ 5 FROPOSED uTiUilES ARE SHOWN Irv SCHEA14i1C ONLY ExHCi p
<br /> ——————————\ • • • �
<br /> . a . --__--_—__.— a i
<br /> • ' � \\\ • /✓/ \\ , LOCNPONS SHALL BE DEiEftMINFD i0 ALLOW GOR iHE MOST
<br /> _ I FWND M'ON ROp [carvoMicn�iusrauanorv
<br /> pp 8 � NEW CONC. Q gT q[gyr
<br /> �SIDEWALK TO � ,y�������� s *HE caNrnncroa sHnLL cooqoirurc wiTM ALL U111Jtt COMPPNIES
<br /> �1 � _ 50"-0' _ � � MATCH EXISTING. O �H� *o ocr[pMiNc Ewu1 aoiHr or sEavic[corvNccnoH ar cxisnHc
<br /> � Ui1L11Y REFER TO THE BUiIDING F1ECIRICPI AND PlUM81NG DMWINCS
<br /> + �_�I=D____� �__ • �1_ 1 ' •• GROIINOB�Orv5 SHOWNNaRELN�R[FEq�IZES,AN�CIRCUIPNG.
<br /> N �
<br /> ;,�i 24'z10'CONC. • W,17ER SElMC£SHUT-OFf
<br /> -,�, CURB. (ttP.) ,�, , +. _ � � M611ER AIEIfH
<br /> � t �' O -�' I I A WAIER HYDRqNT nr+ Mu r ac vcairicn av tr�c eue��eoNrrincroq qBFNCHYPAN
<br /> h ---------A_a•- ----------- ---- - " - ---- ----- --�
<br /> ' � � � WAT£R✓�OCYE o
<br /> � + - 10'-0' � � /: G S7ANQIRO/I�Kf7
<br /> � 5 R B fINISN WHLI(AND CURB E1EVAl10N5 SHW.L BE 6'PBOVE fINISH
<br /> ' 71'� 10 R 5'R 12'-5' 8 ANAIiIOLE CR.IIE cnvcre�r
<br /> 15'R L 6�FIBER MESM CONC.
<br /> m 5 0 � � � APPROACH WITH 6"x18'CURBS � ��K� �
<br /> ��yy 12� � ��r�E 9. ALL UrvDSGPE AREAS SMIJ1 BE ftOUGX GR40FD i0 6'BF10w
<br /> � [N pSPFiALT � xi 10•���. _ I ON EACH SIDE OF APPROACH. � roa or nu wnucs nrvo cuAes rwisH can�irvc.uNoscaaiHc.nNo
<br /> � -1 O PAVINC ��N ��' ONE NEW CURB INTO EXISTING m lEC£P/pNE PfD£S1AL saRirvK�a srsrns aa[ev ir[owHcq/aauuroa.
<br /> Hed9e � 23 �Q,_8� � � p � o A7 S�W CUTS. 8' CONC. � pp��p�
<br /> �I W j �' �' $ V HANDICAP RAMPS AT SIDEWALKS � TELEPIIQNE POLE 10 LOi t1CHI1NG CONCREIE FOOTINGS TO CONFORM WRH TIE SOILS
<br /> 24'x10�CONC. 20•R ?O.R Ni 1� � TO BE INSTALLED PER ADA r+caoRr accornM�onnoHs Foa TMis Pnqncu�u snc.
<br /> Z 8'-1 � m REOUIREMENTS. REPLACE �O PoWfR POLf W/[/CHI
<br /> CURB. (TYP.) � N' SIDEWMJ(TO NEAREST ii,arrcp*o sHccls soi niRu sos�oa nu nrvuae� si�
<br /> ' � � UNDISNRBED JOINT. C �W� oeru�s
<br /> Restauront 70•
<br /> � � 10'R 2 \ 15'R � O PoME7P POLE W/7R,INSFpP,YER
<br /> + I] PROVIDE WEEPHOLES ON CIlRBS AT ALL UNDSGWE�RE45
<br /> NEW SlORM SEWER � �� �ounoHs coaaouu�wim IAcDON41D'S PRQIECi u�rucrn
<br /> Hedge '� � 5'WIDE CONC. 5'R � � I SLOTTED DRAIN ��
<br /> �Z- �n �- �N i�.uHoscnairvc ws�aia�,s vcx owr��re/ovu+a*oR ernvrnacr.
<br /> HPNDICAP TRANSITION 5'x6' CONC.� sr R
<br /> AREAS dc RAMP WALK � I I I �'�'� GW7ILfYFR 77UFFlC SM,H1L A4LST
<br /> I� _ ' �^ I 1
<br /> pp� ip' _ 5'z6' BRIF 16 �M � I `�' PROPERIY B�WNORY
<br /> Q' � PAVERS i O I=I � SET B'1CK LINE (MINIMUM 3"Pro�ai�coMPHCTEpCASPaHALT THICKNE55)
<br /> 1
<br /> �� � � �O 5 40'S8'08� E BEARINGS ASSUAkD FOH
<br /> Hed9e 4� SAFEi�IV WUL 1 I 199.50' QESCRIPTN,1+/PURPpSES OMLY PANNG TO 9E 1VPAR,3401,8",OF AN APPROVED CRUSHED
<br /> � � �$ 40'$8�08 E� %q]][�Q[q/fl/yC$� STONE 6nSE,PWS 3"OF AN qPPROVE�ASPHALTIC CONCftETE '
<br /> 1 12� • 19J.SO� TOPPING TO BE LAID IN TWO(2)L1FfS PND ACCORDING TO IDOT
<br /> 24�x70 FONC. � N I � � dSIM/CES SPECIFlCATIONS.FINISHED THICKNE55 OF PANNG TO BE 11' A
<br /> io �j cuea. na. � ""
<br /> � � � � 1 MINIMUM 6"SiRIP IS REOUIRED.ALL AREAS UNDER BUItDING
<br /> AND PARKING T�BE COMPACTED TO A MINIMUM Of 95X OF
<br /> � 15'-0' 1'-�1' � I I EXt5T1NG ALLEY TO BE VACATED. REFER MAxiMurn Drzr oENs�r w pCCoeDnrvCE wini n57M o-0698
<br /> � i � TO�HEET C3 FOR RELOCATION OF
<br /> Hedge Z j
<br /> ---,� � 1 E%ISTING U1ILITIES LOGTED IN VACATED
<br /> � PORiION OF I1LLEY.
<br /> h �� _ 6'x 18' ' �
<br /> Set 80D Nail � o CONC. C�1R8 I 800 N'I
<br /> �
<br /> R' j 1 � NOiE, uc00N4tD'S ENGINEER qESERVES iHE RIGHT TO REOUEST♦ •
<br /> � NEW 6 K1B'CURB TO REPUCE COMPACPON 1EST AND/OR A CORE SAMPLE.IF iE5T5 PROVE CORRECT,
<br /> o ,
<br /> � � 1 PEA ABOVE SPEC�f�GilONS,iE5T5 w�LL 9E Ai iHE EXPENSE O�
<br /> __ __—__- ' - -- � —-- � DEMOUSHED DRNE. ALSO ^
<br /> � � � �REPUCE CONC. SIDEWALK TO M=oowun's.oTMuiwisc cc wiu ec crar+crn. rJ/1 � g �
<br /> 5'MADE
<br /> A L E Y 10 � CONC_WALK MqTLH EAISTiNC. v�j �d
<br /> -- � - � � LOT LIGHTING RECOMMENDATION C� �
<br /> ---�R_O.W. 16' � • °�
<br /> — S. �2-a w_. • ^ ---- I � Q �� �
<br /> 3'-0' � � � i �0' 22'-0' t8'-0' _.� soun{co ucHrwc
<br /> ASPWILT PAVED NRN �8�_0• � ._.J7;� � g w
<br /> AROUND FOR ALLEY. EDGE :. i ����
<br /> WITH 6�ASPlMLT CURB. � I 6�� � � S�-O� � ATTN.:JIM OR CAROLYN JOHNS
<br /> S�-O� '` ' S GUARDP�OST I � � 7006 CMRISTOPHER DRNE o� Z �
<br /> 5T LOUIS,MO 6J129 � '� 3 V �
<br /> 4-6'� GUARDPOSTS WITH Gara9e I � � � K
<br /> PHONE�314/84fi-9900 �j W
<br /> P.O.B. FA% 314/wo6-4501 Q o� �
<br /> 3-BOARDS ACROSS TO ' � � southcolighting0 IEnet.atl nat . N
<br /> FORM DFM END BMRIER. �� I � � NEW STORM ^ a � � �'
<br /> BRRRIER TO BE PAINTED y pAP�} I E' PARKING INFORMATION n� N �
<br /> WHITE AND TO HAVE DEAD a I �+�i I I SEWER AREA INLE7 � €�
<br /> END SIGN FAqNG ALLEY. -� 9 �
<br /> � I 2I�x10�CONC. iOTAL �6 SPACES tp' X 18' � 75• o S
<br /> 6� HIGH x 6"WIDE ,� ' � , w � , SIGN LEGEND Op F� �
<br /> BUITED BOARD WOOD CURB. TYP. sanCES
<br /> � I 1 5 SPACES 10' X 18' O 90•
<br /> L • � 70'S�(��Pok)(J.SI S.F.) FoSCro 54 ]H.C.SPACES Q - o
<br /> FENCE. 146' IN LENGTH. � I� �+ � °"""°"a 5'y„ �w"`°'"`� �i s�n m ioyo(.�+.�1 s.e) a• x �a• o �s• -m
<br /> 5�WID I E 1 -SPACES - X - p - � o
<br /> CONC.WALK 7-0 ' CONC. ALK Z � � pHecfiawl Sign-(71ronk You� Exisfing IPaoO 5qn fo De Remo�ed.Pok �.^ ��
<br /> g �P � � I 70-51(I'Pok)(3.52 Sf.) �aW 9ue to Nemwn.Ne.90/100 UTILItt INFORMATION (�) < �
<br /> � �� RooO 5gn m Po'nfe0 Ea'vt:ng PMe. v •
<br /> 70'x12'z8'FIBER MESH • � + + � I 3 I ^ � (�.y Rs-Sen BoorC �*�%^9 Fb9P�� Me�9nse(G.G to SIZE NPE LOCATION � g� W
<br /> CONC. TRUCK PAD ❑ 6�x6' CONC.i ❑
<br /> �❑ 6 TRANSFORME �� �� 9 P'O"�C0"d'"�����0��b9�gA�lo snrairnqr sexcrt �0'� COMBINED 19TH 5T. dc E. ELDORA00 cWi �
<br /> 24'x10'CONC. 4 R 13' 1� �.�y 1� rro/a bu����g.) O Q
<br /> CURB. (IYP.) �2 � P� ♦ 5'R� W I� � ��Sgn u�d YM�ck Heiqhf WA�R 6'� = NORTH SIDE E. ELDORADO
<br /> • a w
<br /> 70 �P� STORM SEwER 24'0 19TH $TREET
<br /> LOT LIGHT. 14' OAH. REFER � • � + � •� E�� 5 cusfo„K,pya�Espla�•/ E�crnic - oME pLLEI• W
<br /> TO C3 FOR DIMENSIONS. 24'x10�CONC. � � z I I � 0.Yecfw Coop �
<br /> PII'-0' 20'R CURB. (TVPJ O'' 20'R �� � A� o
<br /> 20'R ,6' ��� � }� ❑ SURVEY INFORMATION
<br /> 5�FIBER MESH y e W I v. 6 FA-IJ Ymu Bowd
<br /> 25'x20'x8' F�BER 0• ASPHALT CONC. PAO 1'-1 _ �� PRE�ARED BV �
<br /> MESH CONC. PAD , PA�N� �� 6�-9' W I � � VERIFY SICNAGE yy�TH SIGN ORDER REOUEST FORN.VERIFY LOCATIONS NqTH �
<br /> a N � N
<br /> [� McDOW�LD'S REPRESENT�TNE. REFER TO DETNLS ON SHEETS S03�ND SDS � o �
<br /> 26'x20'x6' W�SONRV REFUSE AREA �
<br /> i
<br /> . �
<br /> � • DATi > W �
<br /> WITH EMPLOYEE ENTRANCE 8 6'z8' . _ __ _ "" '_" ____ ' _ •_g' ___' "" 5 R_' 20'R ap N Z
<br /> STORAGE SHED TO MATCH BUILDING \ � I LEGEND a �- �
<br /> E%7ERIOR. REFER TO SHEET SD2.
<br /> \ � SnNRARY SEwER a �
<br /> o �A 10 � I NEW STORM SEWER —_—s—s-5— —G C �S G c— z � z
<br /> �r SLOTfED URAIN � wq�p g ` c�
<br /> - � — � —w w w w— �or ucHr �.i �a:so a = �n
<br /> •� o + • STORM SEwER V �
<br /> ~ r ���-�• � I —S'—ST—ST—ST— E%ISi1NG ELEVA71ON (]65J � 0
<br /> Fnd. ��R - . � I ELECTRIC PROPOSED ELEVATION J]0
<br /> ����� , ���������������� ` - L —E E E E— � p
<br /> . __' ���� �� �� I -_ ¢
<br /> J ' e�iR 83'-49-22 W 159.96 S u W o
<br /> g•_�• 24'.10'CONC. NEW STORM � � PUN SCALE: 1"=20' � � 6
<br /> SEWER AREA iNIET - pplNoil STREET ADDRESS �
<br /> _ _ — CURB. (IYP.) � Set 9 � �
<br /> � � a � o �
<br /> -'- � 1835 EAST ELDORADO � p
<br /> I ��TY STATE STATUS u DATE UBY
<br /> N 0 R T H S T R E E T � I. Minimum sefbock requ'aemenfs are os�ono.:: DECATUR ILLINOIS PRELIMINARY 3/27/00 MLP
<br /> �-----���-�-�------'�-�-�'�-J Front-TS'
<br /> �___����_���_
<br /> �_eituminous— ( R.O.W. 60' )
<br /> � S'Oe ond Reor-0' COUNTY FINAL PLAN _ -
<br /> z. ee��n�,�o.k A�(BAI'A)-NorM��awt o� MACON ns-coNST. _ -
<br /> lire hydronf of the south.est comer oI Eost REGIONAL DWG. NO NATIONAL NUMBER � �
<br /> BM "A—�` Norfh ond NinNrenth Sfreefs. (Cop bolf befween
<br /> �a�•o,�i1b.�Ekv. =ossumed 500.0p. �1 2—O� � O 1001
<br /> . .
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