2008-51 REZONING PROPERTY - 550 NORTH EDWARD STREET

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' WEST CERRO GORDO STREET CONTROL POINT N0. I <MAC NAIU 86.12 CURB& CUTTER (CITY STD.•10101 � _ _ _ _ EXHIBIT A /,�= �\ - - - - - /�---� /�/ � \ �/ II _ /// 5'PCC SIDEWALK aLL \ 86.12 CURB & CUTTER � I 30 ICiTY STD.•10101 /// ` - - - - - - - -�� - �- - - - � - - - - - - � / 2 mo 1932' 10' O 10' 20' - - - - -- - T Y! P= T T4 8 }.� 4 6 P- T P_ 7 HORIZDNTAL CONTROL POINTS URIVEWAY DETAIL 32 , ` PT. TO MEET CITY OF� NQ NORTHING EASTING DESCRIPTION ELEVATION DECATUR STANOARD 3 � � 1 9974.93 99T4.28 RR 669.94 20•x59�CaNOPY 2 99T7.66 9980.23 6'RAD PT PAV M NT NOTFGe $EE STRLICTIIRAL �� o PLnNS FOR DETAIL MEDIAN(«T�YP.1 9 3 9967.73 9981.13 RR 670.I5 ],PAVENENT SHALL BE CONSTRUCTED IN ACCOROANCE WITH PLANS AND 5'PCC SIDEWALK - 4 99T2.11 10009.94 RR 670.70 IDOT "STANOARD$PEC[FICATIONS FOR ROAD ANO BRIDGE CONSTRUCTION" ` � 5 9923.6T 10017.31 49'RAD PT - IN ILLIN015, LATEST EDITION AND CITY OF DECATUR ORDINANCES. � � lZ� 6 9972.67 t0017.24 RR 670.05 40 39 �; 7 9974.74 10068.93 2' RAO PT - 2.PAVEMENT TYPES SHALL BE AS FOLLOWS� �� 8 99T5.63 10090.25 EOP 6T1.89 -6"PORTLAND LEMENT LONCRETE PAVEMENT . _ 45 q� •� 9 9955.55 10090.36 RR 672.04 l.CONTRACTOR TO PROVIDE PROPOSED P.C.C. JOINTING PATTERN TO OWNER FOR o `67 l0 9955.58 10094.36 4' RAD PT APPROVAL PRIOR TO CONSTRULTION. 39 B6.12 CURB& CUTTER � ❑ 11 9952.78 I0097,22 RR 672.10 4•P.C.C.SIDEwALK SHALL BE OF THE WIDTH AS INDICATED ON 7HE PLANS AND 5" ��tm�-�� _ l2 995632 10107.49 2' RAO PT - THICK UNLESS OTHERWISE NOTED. CROSS SLOPES SHALL BE �/�"PER FOOT. P.C.C. PAVEMENT 6" l3 9952.99 10I06.B8 2' RAD PT - INSTALL 3'�'PJF E%PANSION JOINTS AT 40' CTRS.(MA%) AT LOCATIONS WHERE <2 37 _ SEE DETAIL� g. 14 9840.52 10109.04 1' RAD PT - (TYPI PAVEMENT AJOINS E%ISTING CONCRETE PAVEMENT / STRUCTURES, AT THE - T 4 IS 9827.59 I009T.77 RR 672.15 INTERFACE WITH DRIVEWAY PAVEMENT AND AT EITHER SIDE OF Bl1ILDING � � 86.12 CURB 6 CUTTER 16 9823.39 10102.06 6'RAD PT - ENTRANCES. CONTRACTION JOlNTS ARE TO 8E HAND TOOLED AT �/{'NOMINAL - fLITY STD.•10101 DEPTH ANO AT 5'-0"CTRS.(AIA%). 34 5 lT 9817.39 10102.05 RR 6T2.25 3} , l8 981T3T IO1I3.88 EOP 672.44 S.JOINT SEALER SHALL BE POLYURETHANE SELF-LEVELING SEALER IN ACLORDANCE g� gp � 19 9846.72 10067.T0 EOP 6T2.43 WITH FED. SPEC. TT-S-00230C. COLOR TO MATLH NEN CONCRETE. 36 �5 Zy ZB 20 9832.22 1006I.69 RR 6T1.90 21 9832.21 10066.19 4.5'RAD PT 6.SLOPE OF ACLESSIBLE SPACES SHALL NOT EXCEED 2.00% 1N ANY DIRECT[ON. 22 9827.72 10066.61 EOP 67I.90 � P- T 27 9872.22 ]0067.00 4.5'RAD PT 7.CONTRACTOR SHALL BE RESPONSIBLE FOR SIDENALK CLOSIIRE DURING I � LANDSCAPE 42� �n PCC SIUEWALK ' CONSTRUCTION. REFER TO ILLIN015 DEPARTMENT OF TRANSPORTATION I � ¢ 24 9832.21 1007f.50 RR 6T1.90 STANDARD 701801-03 FOR GUI�ELINES. III I I 25 9846.T6 1007I.51 EOP 672.13 26 26 99I1,T7 10071.02 RR 6T2.35 B.ALL RAD❑ ARE TO EDGE OF PAVENENT. III I I I I I ZT 9911.73 10065.02 6'RAD PT ZT 28 9917.T3 10065.01 RR 6T2.25 B6.t2 CURB& CUT R I II I I I I T'xl0'BU[LDING MDITION I ICITY STD.•l010) 29 9917.70 ]0041.6fi EOP 67I.65 SEE BUILDING PLANS FOR DETAIL JO 9920.17 10017.98 EOP 671.55 I II I I I I I 31 9920.I5 ]0004.02 RR 6T1.25 32 9969.15 I0003.95 49'RAD PT III I I I I I 33 9921.58 9992.IB RR 670.41 34 9923.T6 9981.25 RR 669.83 I I I I E%ISTING BUILDING I 35 991T.83 998032 6' RAO PT FINISH FLOOR=672.24 I t' " 36 99I7.76 99T4.41 RR 669.71 37 9937.63 9990.44 RR 670.15 �J II I I I I 38 9942.63 9990.44 5'RAp PT - �1 I 39 994T.6J 9990.4J RR 670.20 . , . . . . � III I I I � 40 994T.61 9979.08 RR 6T0.00 D ' � D ' � D ' . D I 41 9942.61 99T9.09 5' RAD PT :�,. :�,� :�.� � II I I I 4••YELLOW 42 9937.6I 9979.10 RR 669.95 • • , Q ill I II I I CPI 10000.00 10000.00 CONTROL POINT 6T0.42 STRIPING fTYPI � CP3 9796.56 9999.69 CONTROL POINT 670.46 -III-III III-III �W III I II I I e 7 RRP= RADILIS RETURNMENT COMPACTED 6"PCC PAVEMENT � II I II {. �� RAD PT = RAp1U5 POINT SUBGRADE O ill I II - JI 4"QEZLO ENTERS�NC I z I I I - _ - __ - - I 19 I OP=6T DETAIL i TYPICAL PAVEMENT SECTION III � �I I ^ eiTY To�a�o� ER z5 m "�T�� 6" PCC PAVEMENT II� I II il � Z, " I MATERIAL AND CONSTRUCTION SHALL CONFORM �I II 9• 20 z� I EXHIBIT ��A�� PLANNED DEVELOPMENT TO THE IDOT STANDARO SPECIFICATIONS II \ Y 15 pEv,N0. UESCFlIVTIOr+ Br DA7E �vrr�ovEO I� y 24 16 � GEOMETRICS PLAN 9• g• 22 il I - - - - p E°' DECCREDIT UNIONOVER �,SLALIo• I I DIiAIIN RJC BYL PROJECT N0. II �7 �e o.Te os-oe 550 NORTH EDWARD STREET 43T-0801 I �� DECATUR, IL �,E II CONTROL POINT ��TE �BLANK,W ESSELINK,CODK OS-OS I N0.3 tMAG NAILI '�R��E� � Et A S S 0 C 1 A T E S,1 N C. I (NOT TO SCALEI o�rE ARCRITECTS • ENGINEERS /+ C ICL�RNT p823 EAST PERSHING ROAO OECATUR,IL 62524 l..-J D�TE �Z��28-0973 fA%(217)428-8934