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<br /> LEGAL DESCRIPTION �__��:�._ �rn��=�
<br /> I � i i CONSTRUCfIONSEQUENCE: 1. BE6INNING222.9fEETNOfiiHOFTHE50UTHWESTCARNEROF
<br /> �s 1. INSTALL SEDIMENT&EROSION CONTROL MEASURES THE SOUTHEAST QUARTER(SE;)OF SECTION THIRTY-FOUR(34),
<br /> i TOWNSHIP SEVENTEEN(17)NORiH,RANGE N/O(2)FAST OF THE
<br /> I i 2. TOPSOIL REMOVAL,PAVEMENT REMOVAL,BUIIDING REMOVAL 3RD P.M.,THENCE NORTH 111.30 FEEf,THENCE EAST 324.38 FEET,
<br /> THENCE SOUTH 113.90 FEET,THENCE WEST 32439 FEET TO THE
<br /> i 3. ROUGH GRADIN6,BUILDING PAD CONSTRURION PIACE OF BEGINNING,E%CEPTTHAT PART OF SAID PREM�SES
<br /> ^ ' TAKEN AND USED FOR PUBl1C HIGHWAYS ACCORDING TO
<br /> 4. UNDERGROUNDUTIUTYINSfALL DOCUMENfN0.243871.�E%CEPTCOAIANDOTHERMINERAIS
<br /> I X¢s�s' ' I UNDERIYING THE SUNFACE OF SAIO IAND ANO ALL RIGHTS AND
<br /> I 5. FINEGRADING E4SEMENTSINFAVOHOFTHEESTATEOFSfUDCOALAN00THER
<br /> I 'i I 273�90� 62.2' 6. PAVEMENTCONSTRUCTION MINERALS).SITUATEDINMACONCOUNN,�WNOIS.
<br /> � - N$$,43�Z3°E ���� -�---- 2. BEGINNING37.9FEETNORTNOFTHESOUTHWESTCORNEROF 'I
<br /> I , � � I 7. (ANDSCAPE&SRE STABRIUITION TNE SOUTHEASTQUANTER(SE�)OF SECiION THIRTV•FOUR(34)
<br /> � i� I TOWNSHIP SEVENTEEN(17)NORiH,RANGE TWO(2)F.AST OF THE '�
<br /> Q � 8. REMOVALOF SEDIMENT&EROSION CONiitOl 3AD P.M,THENCE NORTH 185 FEET,THENCE fAtt 324.38 FEET,
<br /> � � I THENCE SOU�F1185 FEET,THEN�WEST 324.38 FEET TO THE
<br /> �� ; �------------ PROPOSEOSILT i
<br /> CONCitETE � fENCE,2961F POINTOFBEGINNING,EXCEPTTHATPARTPREVIWSLYCONVEYED
<br /> � ' .I ! �WASHOUT,7YP.__ __ __ ZS__BUILDINGSETBACK __ __ __ -- -- � - ORTAKENFORHIGHWAYPURPOSES.(EXCEPTCOALANOOTHER
<br /> �� I ' Z � 100'LOW FIOW � MINERAIS UNDERLYING THE SURFACE OF SIUD lANO AND ALL
<br /> ' � � I INFILTRNTON TItENCH, RIGHTS AN EASEMENTS�N FAVOR OFTHE ESTATE OF SIUD COAL
<br /> $�B ER D S B C � SEE DEfA1L SHEET,C•11 AND OTHER MINERALSJ.SITUATED IN MACON COUNTY,IWN0�5.
<br /> . �- � t7.•. . Y� Z e I
<br /> I � I � O I �
<br /> 3 IO V � �Q p 100 YR F1000
<br /> • z �� � ELEV:660J3 I NOTES:
<br /> I I ' � �' •. RIPtiAPRR3 w I i I 1. SITEACREAGE:LSSAG
<br /> � .. ABANDON WATER I 0 i
<br /> o� o: o E� • .. SEAVICE � �I � ;q � 2. TOTAI ON S I T E IM P E H V I O U S A R E A:5 4,5 4 5 S F.
<br /> STABILJffD CONSTRUCTION�
<br /> ENTMNCE,7YP. ' ���� >� � ''6�F'� j 3. FIRE FLOW REQUIRED FOR TYPE II•B CONSTItUCT10N 7YPE(SPRINKIED),12,576 SF
<br /> � � � �I � INV(S)=65890 BU0.DING PER 1,1256PM.MINIMUM NUMBER OF HYORANf5=1 @ 250 Ff MAX
<br /> i I �;y QEANOUT LL I � I DISTANCE �
<br /> I i ABANDON$ANRAitY j I_ I i ,n a
<br /> '; , SERNCE ppI - -J 4. CONiAARORSHALLREFERENCEGENERAINOTESANDSPEQFICAT10N55HEETfOR N �
<br /> � � M 13.5' I I; UTIIffYSPECIFICATI0N5. „
<br /> �� - ( -C ( < W
<br /> � �^ � ! I � SANRARY SEWER rI 37'OF 6'@ 2.16% S. CONTRAROR SHAIL REFERENCE TOPO PIAN FOR BENCHMARK DATA. W O
<br /> SERVICE.VERIFY SRE
<br /> � � i � c ' `c � c < winieuuoiNc ; �,=W W
<br /> , J ;
<br /> , I i PUWS. , 6. STORM DETENiION: >p o
<br /> `� � I � � � WATER SERVICE. � 6'F.ES NORiH DEfENTION:1,696 CF $'�'�..z?f
<br /> SOUTH DETEMION:3525 Cf
<br /> REMOVE&REPIACE PROPOSED BUILDING ���5�_�8� TOTALREQUIRED:5,221CF
<br /> I EXISTINGFRAME&GRATE I � VERIFYSIZEWIiH ___ o
<br /> WRH 7V 9 FR&GH. BUILDING PUW 5 � I A NOftTN POND z o 0
<br /> - L_ 12,576 S.F. � � o >d
<br /> � x,., -- � I N PROVIDED:2,247 CF(AT MA7(.TOP OF POND) Z p a m m z Z-
<br /> J F.F.E.=663.50 � I N � REQUIREDFREEBOARD:O.%Ff G m o Z u�i""
<br /> � I � p PROVIDED FREEBOARD:0.29 FT(TOP OF BANK TO l00 YR EIEV.) o o�3 LW`Q�-�
<br /> � � I B.SOUfH DOND PROVIDED °�_'a 3=
<br /> LLI'nouua
<br /> � I � I N ;N PROVIDED:4,901CF�ATMAXTOPOFPOND)
<br /> EX.FIRE HYDRANi I � '' - REQUIRED FREEBOARD:136 FT
<br /> �157'FROM BUILDING ' 3 � � �V'm PROVIDED FREEBOARD:0.48 FT(TOP Of BANK TO 100 YR ELEV.) � ^v
<br /> � � � I m i 7. LENGTH OF STORM SEWER IS FROM 7HE CENTEN OF STIIUCTURE TO CENTER OF eq��a p
<br /> LFH I - I ZI.� Q C L E A N O U T � � IN, STRUCRIREANDIN0.UOESAUFITTINGS,TEESORWYE'S. U�a� �
<br /> I - _ I 1 C9, I 8. IENGTHOFSANRARYSEWERiSFROMTHECENTENOFSTRURURETOCEMEROF a�w v
<br /> EXISi1NG WATER � O �.-�-_> -)-->-> >-�� Z, I n w �
<br /> VALVETOBE N .��i � � � � STRUCfUREANDINCLUDESALLFITTINGS,TEES,ORWYE'S.
<br /> A O I U S i E O i � N O� Q� / 219'OF 12"@ 1.53% �, I ��a,j a x
<br /> }I : F.(i0 m INLET 7Y A� CLEANOUT RIPRAP RR3 � � 1 � .. 9. SANITARY FIOW: U�O a
<br /> I p� A F"' I ���� 12'F.E.S. � IFREQUIRED,SANRARYPERMITWILLBEAPPUEDFORATTHETIMEOFSffEP1AN L1 x w �j
<br /> ! � ( i� �a _ - w T Y 1 F R&G R,O L � � SUBMITTAL � a
<br /> „� � '1 i � � i�� i N v�w l=c s z o o
<br /> I �- ,� ¢ RIM=662.66 .?; -� b I
<br /> I 1 C � INV(E�=660.35 � �l �' I
<br /> � R I � 10. CLEANOUfS SHALL BE INSTALLED ON ALL ORAIN LINES WITHIN 5 Ff OF THE BUILpING �j p�
<br /> '�.
<br /> � � j Y � ❑ �" I � � I ORINCHANGESOfUTAECTIONGREATERTHAN450EGREES.WHERETEE'SANDWYE'S �•U, f4
<br /> I 1 I J �' f���M {�
<br /> � , z � � I I AREUSEDTHECLEANOUTSHALLBEPIACEOUPSTHEAMOFTHEPROPOSEDFITTIN6. ry�
<br /> �` � P q �
<br /> � � � =� r I I �f°o„ I 11. CONTRARORSHAILREFEHENCETHEMEPPIANSFORALLPROPOSEDUTILiTIES �C/� �
<br /> _ � � 1 :: ' LL N / I � ' ENiERING/EALVING THE BU�LDING PRIORTO THEIR INSTALLATION OUfSiDE OF � 'j,
<br /> � �' � ,t ' � '1 I 00 � � I i I BUILDING,TO VERIFY REVISIONS HAVE NOT BEEN COMPLETED SINCE FINAL �� �
<br /> " .. i � ;; '�ZO /� � I r� 'I I COOR�INATION Of UTILfT1E5. �
<br /> 21.3' �
<br /> - t � _� / 1T I � 12. CONTRARORSHALLCOORDINATEAIIUTIL1iYCONNECTIONSWITHTHE �O !z+
<br /> 99.5'R.O.W. ; Q i j� I i APPROPRIATEUiILffYPROVIOER � ��„�j
<br /> , � �1 �-, / �F 7
<br /> � ' � �� � � (. ' � 13. ALLTftENCHES WRHIN 2 FEET OF PAVEO SURFACE SHALL BE GRANUTAR BACKFILLED � �
<br /> 100 YR FLOOD I � O
<br /> , � `I � p � WITFI CA-6 MATERIAI,UNLESS IN RIGHT OF WAY THEN USE FLOWABIE FIIL
<br /> . � i / Z , ELEV:657.52 � U�h U
<br /> � � = i�, � a I � 50'LOW fLOW ; 10. PROPOSED DOWNSPOUTCONNECfION SHALL BE MADE USING PREFABRICATED
<br /> � � ��INFIITRATION TItENCH, ' DOWNSPOUf ADAPTERS. �
<br /> � I � �, �S� � O � . SEE DETAIL SHEET,C-11 �
<br /> , Q �.�,�;, WLETT/A � z � �� � ' 15. CONTRARORSHALLSUPPlYSTORMSEWERFORFACH00WNSPOUTTOCONNERTO
<br /> i �,;
<br /> � _: O `,� i', N 1 FR&GR,OL � � � 32'OP 12'@ 0.69% NE/1REST STORM SEWER MAIN.
<br /> - ' Q t�? RIM=657J5 / ,. . . ,,,,,��
<br /> c INV�SW�=655.00 / � o' � ,••pF If,
<br /> .. Ci".
<br /> � i G _- Z � INV(EI=651.20 / I I ' '"�ErT�'^ ' LEGEND ;�`1��E � �o''-.".
<br /> `I t,t� o< TYSSPECIALGRATE . •.
<br /> � z P� f / -. ;yi MARYE. �'.'�5
<br /> O� � RIM=653.8(1 �
<br /> v1 Dj INLETTYA ��'�° -• � � �� a INV�W�=650.98 _ EXISTINGSTOHMSEWER �. PROPOSEDPOWERPOLE _ ' �VE •
<br /> :. , �,..,� O� I V(NEI&655J2 p ' INV(5)=650.97 ; ; �.062-060331�'
<br /> ..' , ,'. � ' ,. I oJ INSTALLS"ORIFICE
<br /> EJ(ISfING HANDHOLE , � I �;, O� z 'BU LDI G 5 TBA q�M=658.05 �1 @v- - �
<br /> , TOBEAOIUSTEO . � .^�`- ' _ p,1 F \---- __�__ _ - EXISTINGSANITABYSEWER � PROPOSEDMANHOLE ,�`��`
<br /> S •
<br /> , ' i . �., _-'_' ; �F �mma�
<br /> ��tJ' .1$i � - 5.9' • 28'O 12"@ 4.29% '"..,.., o
<br /> E%ISTNG MANHOLE RIM _ _ _ ___ .. - __ _ _ � � ' . EICISTING WATER UNE
<br /> TO BE ADIUSTED.REMOVE � �:,� - . � � PNOPOSED INLET E%P.'l l/30/17
<br /> ,. � 1.
<br /> '^__._i__ .__.____-_ ', i' ',
<br /> A N D R E P I A C E E%I S T I N G ' �` . �:. ' ',-��r, = I N S T A L L B E N D I T
<br /> 1 � � _. .. E%ISnNG TEIEPHONE LINE OS PROPOSED DOWNSPOUT
<br /> F0.&GRWITHNIFR& �, � ". � w"•.,,.� STORMSEWER
<br /> GR.O.L � � �, 'S6 ,��.'08• 8'FRONT YARD SETBACK . -- - -- _-- -- - - - ---- - °
<br /> . ; „ , I ...-�--�--c-o-�--�..�-'____-a--��-= i�- _ .: __' __ _ _ . . - '_-__ - E%IST G F RE NYDRANT
<br /> __ \ o
<br /> 235 59' �
<br /> . .., . '::. �___ .----- -.-- - . • S\� _ IN I INLETPflOTECfION
<br /> S61) .�.:--------- - ' -- - _...
<br /> �=- --'." ` �- ���65'O Z
<br /> , _ .....� __
<br /> _ . � _ �_• -•�-� Fl ,
<br /> , � • '� �`��' 4'MANHOLETYA ���'
<br /> z L_. s W Z
<br /> - ---- ------ -- . - .
<br /> 5 89'07'S8"W a.'1 � g-
<br /> ������ . ._� '� �. F PROVO ED SIIT � . . n.2�
<br /> TY 1 FR&GR,CL E%ISTING GAS LINE -�--�- SILT FENCE p,
<br /> � �� �':. + PENC 3061F RIM-654 50 � a �y�-�
<br /> - __. -... • - . .
<br /> ' - -�_.. �' , .. :, ' �. �'.' . INV(NI=6'19.77 . �. _E PROPOSEUELECfRIC d 7
<br /> -_ - �
<br /> � -----.--'':r. : . MV(SE1=649J6 - - - 0 N
<br /> �'_,._ -" ' ' • ' • ' •' • _ ' _ _ ' __,'__ ".' __ . ' _ N W f-I-
<br /> . . _ �:.
<br /> . .'.- '_' _- Q Q
<br /> � - - =' '��----'"�`��' �� - - STING SOTRM INLET -� �ROPOSED STORM SEWER � 0 j U
<br /> S.W.CORNEROF\ p / RIM=648.77 . �
<br /> S.E.QUARTEROF \ � REMOVE&REPUICEJ � IX�NV�S�'644•2� _� PROPOSEDSANRARYSEWER � Z��
<br /> SER.33.T17,R2E \ � E%ISTING FRAME&GRATE PR INV(NW)=64650 � F.. Z�
<br /> �`�� � W. PERSHING ROAD W'T"'Y'Fa&�a. _,,,__ PROPOSEDWATERUNE � o � g�"
<br /> _� VROPOSED GAS LINE s eet iro.
<br /> _- - _" - C-6
<br /> _q PROPOSEOAERIAIEIERRIC
<br /> � pro�ea oo.
<br /> N 6413
<br />
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