2008-45 GRANTING CONDITIONAL USE PERMIT - 3840 NORTH MARTIN LUTHER KING JR. DRIVE

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� �' � �/ NOTES ` SCALE : 1� = 4O� 1, ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE NATH CITY OF DECAlUR STANDARD SPECIFICATIONS FOR STREETS, STORM SEWER AND SANITARY SEWER CONSTRUCTION WHERE APPLICABLE. IF CITY OF DECATUR STANDARD SPECIFICATIONS DO NOT COVER ANY ITEMS OF WORK, ALL WORK SHALL BE DONE IN ACCORDANCE WITH STANDARD SPECIFlCATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS , LATEST REVISION AND THE ILLINOIS DEPARTMENT OF TRANSPORTATION'S �� _ �� —— —— —— STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUC110N. • 2. ALL TRENCHES WITHIN TWO (2) FEET OF A PAVED SURFACE SHALL BE BACKFILLED Wlhi CA-6. 3. ALL FOUNDATION, BEDDING, HAUNCHING AND BACKFILL MATERIAL SHALL MEET THE REQUIREMENTS OF IDOT "STANDARD SPECIFICATIONS MARTIN LUTHER KING, Jr. DRIVE FOR ROAD AND BRIDGE CONSTRUCTION" FOR COURSE AND FINE AGGREGATES (ASTM D-2312). INTIA� AND FINAL BACKFILL COMPACTION N1LL MEET THE REQUIREMENTS OF "STANDARD SPECIFICATIONS FOR WATER AND o$ SEWER MAIN CONSTRUCTION IN ILLINOIS, LATEST REVISION . zo G G G 4. MATERIAL SPECIFlCATIONS FOR SANITARY SEWER �. . F� �^�F�'h"e .90�6�"e `Lp�e°j��'� 0�bagti�"e 0ry0�A�e A) PIPE - TRUSS ASTM D-2680 %qF oo+�^°j1 6,�00b0y 6g . �i `'��i�.�A bh,,�0�0. r°'�1•1. OR 6�57 �' y � �gn PVC SDR 26 ASTM D-3034 ANO ASTM F-679 - ---------------� ,�0 58 658.50BC �� 65 . 4 C B) JOINTS - GASKET JOINT ASTM D-3212 658.13B g C) MANHOLES - 4' DIAMETER Conc. W/ TYPE 1 FRAME, CLOSED LID �7.B18C 6 UNLESS OTHERWISE NOTED. 58.548C �S7M S1M STM--[ytl�lin�3�-$�',TS7M __ �7�1. --�r T �s SDA -•s c� � 5. MATERIAL SPECIFICATIONS FOR WATERMAIN �0 ;`�� 'G 'ss� I =" I s�� A) PIPE - DUCTILE IRON, 150 PRESSURE CLASS 5��,0+� � � s� 66, sob•s s� N I o I---A------------------------ B) JOINTS - PUSH ON JOINTS 0' • O - . 6� �s --------------------� •—�--- — ----- ��r �o.oa ____-------$"-- • 6. ALL MANHOLES TO BE TESTED USING ILLINOIS RECOMMENDED STANDARDS --- --- _ _ _ i _ _ 2�j� �'ar LDING LINE _ _ _ _ _ LEAKAGE TEST- ASTM C 1244-02 OR VACUUM TEST - ASThI C1244-93 --� 7. CONTRACTOR TO PROVIDE THE CITY NATH A VFIS VIDEOTAPE OF ALL — �--' � I I ��N�� SANITARY SEWER EIGHT (8) IN OR LARGER IN ACCORDANCE NATH I�\ .00'I— CLOSED CIRCUIT TELEVISION REQUIREMENTS BY CITY. ! �� --' SED BUILDING � � � 8. A MINIMUM OF 10 FEET HORIZONTAL AND 1.5 FEET VERTICAL SEPARATION � I � �� 8��T�� REQUIREO BETWEEN WATER UNES ANO SEWER LINES. j ( --- 3,656 S.F. ' � Fin Floor = 660.00 9. ALL SANITARY SEWER TO BE TESIED IN ACCORDANCE WITH AIR TEST � ---� I I isEp REQUIREMENTS(METHOD A) AND DEFLECTION REQUIREMENTS (METHOD D) AS � � • � ' 8' P.C.C.Sidewal , ' � • I -'T-- I ��J PER SEC. 31-1.11 IN THE STANDARD SPECIFICATIONS FOR WATER AND iI � O � � isb`p SEWER MAIN CONSTRUCTION IN ILLINOIS, LATEST REVISION . � // � /� � �/ ' i �`�S i 10. ALL PROPOSED INLETS SHALL BE PROTECTED BY SILT FENCING . � � /� /� / 99 I � I OR WOVEN FABRIC. I � /� /� �9e 3 � � ss � � S 8'WIA � 11. Contractor is responsible for obtaining any and all permits to work in ! �) �e � s`s9 �3 Public right of way. All work in public right of way must be done by a � �__�------------------'--�. QB� � �e � controctor who is licensed and bonded by the City of Decatur. The approvat � ppppp�p � / ; �� of the Site Plan does not constitute the approval for the contractor to do � � � STORU IMET ` O I � "T-- ( work in public right of way without soid permits. I � � T � � --�a- I 'Nd i � O �I \� I �� I i Q� � N�T F�l�Y�F1ED 12. All Proposed Sanitory Sewers and Appurtenances ore privately owned. ' I L � � . . 18' Plu � �\ �\ I A 38 If IB' STM @ 0.30% � I -- -- I I � -1� - - � OCAlE FlRE H T( ) ' ------------ v'------ - -- i � ------------- -- _ ��, ' � ' �. L IM_658_84__ REl mww �sno.� I � --------------------� -____� � FL 8' E 51.44t � j � Rf1oCAiE FiRE MmR�WT(As SAown � � � s� ss ----- i is +a. _ �s�� ___ , I I—, S� +89� J '—_�' ) i I�r_, ��ss_�'__�_' as �J lY � � � � � 9 �7 � � v ss L J p�ppp�p i� � �__—____�________________ � �� ,s '9J � 18'STORN S�MER �� S Y � I � .s s ,sse rRorosm unun EAs�11T � � I I � ` � �so �e L � � i - ---I- - -�=-�__._,._____:-.�--.-------'------.-_____� Stor�n� Cntch Basl I S�TO�PoI�G�MgFR � R 12'N=6�.34 4 I S� g7�,� STM I R 18'w,E=855.34 � i - CONDITIONAL USE - UTILITY PLAN RAINSTORM - CAR WASH SILTATION AND EROSION CONTROL 3840 N. Martin Luther Kin� , Jr. Drive THE CONTRACTqt SHALL ASSUME COMPIETE RESPONSIBIl1tt FIX2 CON7ROWNG DECATUR ILLINOI � ALL SILTA710N AND EROSION OF THE PROJECT AREA THE CONTRACTOR SHALL ph01lp w. cxhran conaultfng engtneer USE WHATEVER MEANS NECESSARY TO CONTROL EROSION AND SILTA710N INCLUDING BUT NOT LIMIIED TO STAKED S7RAW BALES AND/OR 5LTA710N FABRIC � 2802 north morga� deoatur, 8 82528 FENCES. CONTROL SHALL COMAIENCE WITH GRADING AND BE IAAINTAINED 0 15 60 120 phone(277) 875-3333 fox 875-3377 1HRWGHWT THE PROJECT UNTII ACCEPTANCE OF hIE WORK BY 7HE OWNER, y�sY � ��g �� CITY OF DECANR AND/OR IWNqS DEPARTMENT OF 7RANSPORTA710N. 7HE O � CON7RACTIX2'S RESPONSIBIl1tt INCIUDES ALL DESIGN AND IMPLEMENTATION AS NOlE:CONIRACTOR TO CON�ACT J.U.LI.E. �'�� Nw BY DA7E DESCRiPTp7 VZ� REWIRED TO PREVENT EROSION ANO THE DEPOSIIING OF SILL 7HE OWNER, (1-800-692-0123)BEFORE DIGGING pa,ey � S tY t Comm�na ��^^� CITY OF DECANR AND/OR IWNqS DEPARIAIENT OF 7RANSPORTAlION MAY,AT TO LOGTE UNDERGROUND UfILffIES. �� 141-H 7HEIR OP110N,DIREC7 7HE CONiRACTOR IN NIS YEIHODS AS DEEMED FlT TO PROIECT PROPERiY AND IMPROVEMENTS ANY DEPOS771NG OF AIUD SHALL BE NOTE:ALL U71L.fIY LOCATIONS ARE PER U�IIJtt anana ey �� REMOVID AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE SA7ISFAC710N AND C(IY OF DEGNR RECORD ORAXINGS. SPECIFlC LOG710NS WERE NOT DUG UP C-3 OF 7HE OWNER,qTY OF DECANR AND/OR IWNqS DEPARIIAENT OF FOR FlEID YERIFlCATKNi. � TRANSPORTAiION,ALL AT 7HE EJ(PENSE OF 7HE CON/RACTOR.