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<br /> ISEBACK LINE
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<br /> SHEET LEGEND � ;:�.: .,:.;::..;.. �w � ���� � � BUILDING
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<br /> PAVEMENT NOTES �� ��� p�
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<br /> 1. PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WffH PLANS AND ::•::::i:::::: ::i:: ::::•i:::iii::ii:;:::::i::i:�:: :'::?:::: '�25 '8U4LDING SE'�SAGK:'GINE'�'::."'??i::""�:::. :::::::::::::::::::::.:::::::.: :•::. ::::::::::.:::. ::. ::. ::.. '
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<br /> IDOT 5TANDARD SPECIPICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ::::.C�RLIfJf:.MEDICAL...::.�:.�::::::::::::::. :. ::::::.�:::::::._:::. o
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<br /> I LIN
<br /> L OIS LATEST R
<br /> ED ION AND CI
<br /> TY OF DECATUR , /
<br /> ORDINANC S.
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<br /> � :;•:( ::;•::i:i:i:;::t;::•i:;•::::i:::�:;;ii:iit;::ii:::::::::::i:i:::•::;:::i�:::�::i::::•:;�i:�:i::::i:::::�i:i::::;•::..............�, BUiLbING
<br /> 2. ALL DIMENSIONS ARE TO EDGE OF PAVEM NT
<br /> E UNLESS OTHERWISE NO _
<br /> TED. �::�':.�;::'r'::. ::..::�:. ::..:::...:::. ..•.:.�.�:�:::::::. :::::::. :::::�. ::::::. ::::::::•::v:::.DR AY'r.:!:::•:}::::i•::ii::}::i:: ': :
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<br /> 3. PAVEMENT TYP . - ..............�.....-...............-�...-.�-...---e•r...--�.-.�•..--c:�r._---r.�•�:..-"'.':�e•..............i:,...�.-r..---.•,........ .......................
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<br /> SHALL BE AS FOLLOWS.
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<br /> B UMINOUS CONCRETE PAVEM •.::•:::.:�::.�:.�.�:::::.•.�::. .�.�:::::.:::•:::.�.�:.�:::::::•.::�:::::r.::::•::::::::::::.�:::.�:::::::.•.�. ::::::.::�:r.:. .�::.�::.:::::. ::.:::::•:.
<br /> ENT ...............................................................................................................................................
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<br /> 1 7 2 BffUMINOUS CONCRETE SURFACE COURSE, CLASS I, T(PE 1 • • ��• � ��- � -
<br /> ...............................................................
<br /> .�_......................... ................ ....... .. . ..::::. ::::.�:.::::::.:�:::::.�
<br /> 1 1/2" BITUMINOUS CONCRETE BINDER COURSE, CLASS I, MIX B -"""""'-'�" """"' ' ' �' ' p3.; ;�;:•;;;;;;;;;;;;,;;;;;•:
<br /> 8" AGGREGATE &45E COURSE, lYPE A --' ""„` -
<br /> - P.C. CONCREfE PAVEMENT
<br /> PORTLAND CEMENT CONCREfE PAVEMENT, CLASS PV, 7" THICK 44 LF. P.C.C. 46 LF. P.C.C. PROVIDE TRAFFIC CONTROL FOR HANDICAP RAMP, TY. D
<br /> LAKESHORE DRIVE CURB dc GUTTER,
<br /> W/6" X 6` - W 1.4 X W 1.4 W.W.F. CURB dc GUTTER, LAKESHORE DRIVE IN ACCORDANCE SEE DETAIL 4
<br /> - SPECIAL CONCRETE PAVEMENT
<br /> N' B-6'�2 TY. B-6.12 WITH IDOT HIGHWAY STD. 7014Q1
<br /> PORTLAND CEMENT CONCRETE PAVEMENT, CLASS PV. 7" THICK � C107 C205
<br /> CONCRETE SHALL BE DYED WITH COLOR APPROVED - - - - - - - - _ _ _ _ _ _ _ _ _ _ _
<br /> BY ARCHITECT/ENGINEER.
<br /> 4. CONTRACTOR TO PROVIDE PROPOSED PCC JOINTING PATTERN TO OWNER
<br /> FOR APPROVAL PRIOR TO CONSTRUCTION.
<br /> 5. PCC SIDEWALK SHALL BE 0�' THE WIDTH AS INDICATED ON THE PLANS AND 4"
<br /> THICK UNLESS OTHERWISE NOTED. SIDEWALK WITHIN DRIVEWAY IIMITS
<br /> SHALL BE 6" THICK. CROSS SLOPES SHALI. BE 1/4" PER FOOT. INSTALL 3/4' PJF
<br /> EXPANSION JOINTS AT 40' CTRS. (MAX) AT LOCATIONS WERE PAVEMEM ADJOINS
<br /> EXISTING CONCREfE PAVEMENT / STRUCTURES, AT THE INTERFACE WRH DRNEWAY
<br /> PAVEMENT AND AT EITHER SIDE OF BUILDING ENTRANCES. CONTRACTION JOINTS �
<br /> ARE TO BE HAND TOOLED AT 1/2" NOMINAL DEPTH AND AT 5'-0" CTRS. (MAX.).
<br /> 6. PCC CURB SHALL BE TYPE 8-6.18 CURB AND GUTfER WITH A REVERSE� °
<br /> GUTTER FLAG WHERE DRAINA6E IS AWAY FROM CURB.
<br /> 7. ALL PAVEMENT �fARKiNGS SHALL BE PAINTED IN ACCORDANCE WfTH APPLICAB�E
<br /> PORTION �F STATE OF ILLINOIS "MANUAL ON UNIFORM TRAFFlC CONTROL DEVICES
<br /> FOR STREEfS AND HIGHWAY, LASTEST EDITION. PARKING STRIPING SHALL BE 4" i�
<br /> WIDE YELLOW, UNLESS NOTED. PROP. CURVE BC1 PROP. CURVE BC2 PROP. CURVE BC3 1-
<br /> B. JOINT SEAt.ER SHALL BE POLYUREfHANE SELF-LEVELING SEALER IN ACCORDANCE WITH PI STA. = 21+06.00 PI STA. = 22+70.00 PI STA. = 24+93.33 � ' %
<br /> FED. SPEC. lT-S-00230C. COLOR TO MATCH NEW CONCRETE. p = g' 17' 45" (RT) p = 10' 53' 44" (LT) p = 44' 54' 36' (LT)
<br /> D = 5T 17' 45" D = 5T 17' 45" D = 130' 13' �4" ��
<br /> TRAFFIC CONTROL NOTES R = 100.00' R = 100.00' R = 44.00'
<br /> T = 6.13' T = 9.54' T = 18.1 B' ��
<br /> 1. PRIOR TO 7HE IMPLEMENTING ANY TRAFFIC CONTROL WITHIN THE LIMITS OF THE � = 16.22' L = 19.02' L = 34.49' '�
<br /> ST. MARY'S HOSPITAL CAMPUS, THE CONTRACTOR SHALL SUBMIT A TRAFFlC E = 0.33' E = 0.45' E = 3.61'
<br /> CONTROL PLAN TO THE OWNER FOR APPROVAL. P.C. STA = 20+97.87 P.C. STA � 22+60.46 P.C. STA = 24+75.14
<br /> 2, WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE LAKESHORE DRNE P.T. STA = 21+14.10 P.T. STA g 22+79.48 P.T. STA = 25+09.63
<br /> RIGHT-OF-WAY, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH
<br /> IDOT HIGHWAY STANDARDS AND THE IDOT TRAFFIC CONTROL PERlAff TO THE
<br /> SATISFACTION Of ARCHITECT/ENGINEER.
<br /> 3. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON TNE RIVERSIDE AVENUE PROP. CURVE BC10 PROP. CURVE BC20 PROP. CURVE BC21 PROP. CURVE BC22 �'�N0 °�R1PT0N �' �T� ���
<br /> AND/OR BUENA VISTA DRIVE RIGHT-OF-WAY, TRAFFIC CONTROL SHALL BE PI STA. = 31+81.Q6 PI STA. = 41+10.55 PI STA = 42+57.60 PI STA. = 45+31.41
<br /> PROVIDED IN ACCORDANCE WITH CfTY OF DECAUR STANDARDS TO THE 0 = 90' 00' 00" (LT) � = 3T 34' 23' (LT) � = 35' 37' 12" (RT) p = 21' 26' 42" (LT) SITE DEVELOPMENT PLAN (SOUTH)
<br /> SATISFACTION OF ARCHITECT/ENGINEER. D = 114' 35' 30" D = 5T 17' 45" D = 57 17' 45" D = ST 17' 45" o� BKB �
<br /> 4. NO MATERIALS OR EQUIPMENT SFUILL BE STORED OR STOCKPILED WITHIN R = 50.00' R = 100.00' R = 100.00' R = 100.04' i'=3o'
<br /> PUBLIC RIGHT-OF-WAY OR ON ADJACENT LOTS. T = 50.00' T = 34.02' T = 32.13' T = 18.94' °"'� 1z��� NEW MEDICAL OFFICE BUILDING
<br /> 5. THE CONTRACTOR SHALL PROVIDE TYPE 1 OR iYPE II BARRICADES ON 10' oiuwN T�.S ewc rnaecr No.
<br /> L = 78.54' L = 65.58' L = 62.17' L = 37.43'
<br /> CENTERS ALONG THE EDGE OF PAVEMENT REMOVAL. are i2/oi a�s-oioi
<br /> E = 20.71' E = 5.63' E � 5.03' E = 1.78'
<br /> 6. WHEN CONSTRUCTION OPERATIONS ENCROACH ON THE EXISTING PUBLIC ST. MARY'S HOSPITAL
<br /> ROADWAY OR HOSPITAL DRIVES, THE CONTRACTOR SHALL PROVIDE FLAGGERS P.C. STA = 31+31.06 P.C. STA = 4Q+76.53 P.C. STA = 42+25.47 P.C. STA = 45+12.47 ""`�DR� 1800 E. LAKE SHORE DRIVE "'�°fOJ�`NO'
<br /> AND MAINTAIN ONE LANE OF TRAFFIC ON THE ROADWAY. TRAFFIC SHALL
<br /> P.T. STA = 32+09.60 P.T. STA = 41+42.11 P.T. STA = 42t87.64 P.T. STA = 45+49.90 Di1� t2�� DECATUR, IL.
<br /> BE RESTORED TO 7W0 LANES AT THE END OF EACN WORK DAY. "PPR�o oruvnr�c rw,
<br /> °ATE � BLANK.WESSELINK.COOK
<br /> ���T � dCASSOCIATES, INC. C107
<br /> IPPR.
<br /> DATE ARCHRECTS ENGINEERS
<br />
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