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<br /> PRIOR TO ST/�RTING CONSTRUCTION� THE GENERAI. CONTRflCTOR SHALL BE RESPOfdSIBLE FOR VERIF1fING OC �
<br /> AT ALL REQUIRED. PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OF� � �
<br /> Y fTEN1 SHALL 9EGIN UtdT1L THE CONTRACTOR HAS RECENED ALL PLANS AfdD ANY OTHER DOCUMEtdTATIO�d �
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<br /> DM ALL OF THE PERMITTING APlD ANY OTHER REGULATORY AUTHORffIES. 0 ro
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<br /> COMRACTOR SHALl. BE RESPONSIBLE FOR VERIFlCATION OF ALL SET@ACKS AND/OR EASEMEPITS BEFORE � a
<br /> GIPIWIPIG CONSTRUCTION. C( o
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<br /> UNLESS OTHERWISE INDICATED ON PLAfdS. ALI. PARKING LOT DIMENSIONS ARE TO THE FACE OF THE CUR� 'o
<br /> D/OR CEMER OF STRIPING. � L
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<br /> ALL BUILDING DIMENSIONS ARE TO 7HE EXfERIOR FACE OF CMU WALL �
<br /> ALL PROPOSED SIDEWALKS �t HANDICAP RAMPS SHALL BE 'CONSTRUCTED IN ACCORDAPdCE WffH APPLICA9LE W �- o
<br /> �DICAP CODE COMRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DEVL4T10NS. � � Q � L
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<br /> TRANSI110N CURB AND GUTTER P�T HMlDICAP RAMPS TO A kIAXIMUM 2.0� CROSS SLOPE. z � c~j 2 �
<br /> , ALL PAVEMEPIT CROSS SLOPES .(SLOPES PERPENDICUTAR TO THE DIRECTION OF TRAVEL) SHALC BE A w � � � o
<br /> XIMU�4-OF 2�. ALL"RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1 IIV 12. ALL LANDINGS AT STAIRS AND = � � � �
<br /> MPS SHALL HAVE A MAXIMUM SLOPE OF 2� (BOTH DIRECTIONS). AL.L INALKWAYS SHALL HAVE A MAXIMUM � � a , �
<br /> DPE LESS THAW 5% IN T1iE DIRECTION OF TRAVEL ALL MAXIMUPA SLOPES ARE ABSOLUTE AND SUPERSEDE o
<br /> NSTRUCTIOfd TOLERANCES STATED IN THE PROJECT SPECIF1G1710N, THE CpM'RACTOR HAS THE OPTION OF �
<br /> JU5ilidG GRADES TO ALLON! FOR CONSTfiUCTfON TOLERANCE BUT SHALL NOT ADJUSf GRADES TO LESS THf�f ro
<br /> SLOPE. THE CONTRACTOR SHALL CONTACT THE ENGINEER/ARCHfTECT REGARDIPlG ANY GRADE REVISIONS "�,
<br /> IOR TO COPlSTRUC110N OF THE PAVEME(dT AREAS. THE PAVEMINT SLOPES WILL BE REVIE'WED AFTER �,
<br /> NSTRUCTION APlD PAVEMENT OVER THE MAXIMUM SLOPES SPECIFlm AB01lE WILL BE REPLACm AT THE m y. o
<br /> MRACTOR'S D(PENSE CO a
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<br /> ACCESSI6LE RAMPS TO BE CONSTRUCTED PER SECf10N 405, 2010 ADA CODE J o � � � �
<br /> HAiVDICAP CURB RAMPS TO BE CONSTRIICTED PER FDOT INDD( 304. NO TRUNCA�D DOMES TO 8E v � w � � � = J �
<br /> NSTRUCTED OW PRNAIE PROPERTY. � ¢ ❑ � ❑ � U � �
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<br /> SIDE�VALKS TO BE CONSTRUCTED PER FDOT INDD( 310. �
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<br /> ADA PAVEMENT MARKINGS AP1D SIGNAGE SHALL BE CONSTRUCTED PER FDOT INDIX 17346 AND 97355. a
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<br /> PROPOSED IMPROVEMFNT'S CONSIST OF RECONSTRUCTiNG IXISTING IMPER1n0US ARFAS. NO INCREASE IN o 3
<br /> 'ERVIOUS AREA AND/OR CHAfdGES IN DRAINAGE PATTERNS ARE PROPOSED. t
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<br /> COMRACTOR SHALL FlELD VERIFY LOCAltON OF ALL UTILITIES W(THIN COfdSiRUCTIOid AREA PRIOR TO 3
<br /> NSfRUCT10N..ANY DAMAGE TO D(ISTING UTIL.fPIES SHALL BE REPAIRED AT CONTRACTOR'S EXPEf�fSE °
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<br /> THE PARCEL SHOWfV FOR DEVELOPMENT IS LOCATED WITHIN THE ��
<br /> FOLLOWING FLOOD ZOIdE(S) AS DETAILED BY FEMA FlRM (FLOOD �
<br /> INSURANCE RATE MAP IPIFORMATION DESCRIBED BELOW: �
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<br /> _OOD MAP PANEL MAP EFFECTIVE Q
<br /> :ONE COMMURlITY IVUMBER tdUMBER SUFFIX DATE a
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<br /> C/AE P�►SCO 120235 0005 C DEC. 17�1991 Q
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