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„ ,��� �,r,.,.,.,., .,”�...,,.,�.. ... ,,,.�.....,,,,.,.,..,.. <br /> ,�W � <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 � <br /> a <br /> DM ALL OF THE PERMITTING APlD ANY OTHER REGULATORY AUTHORffIES. 0 ro <br /> � <br /> COMRACTOR SHALl. BE RESPONSIBLE FOR VERIFlCATION OF ALL SET@ACKS AND/OR EASEMEPITS BEFORE � a <br /> GIPIWIPIG CONSTRUCTION. C( o <br /> y_ N <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 <br /> � <br /> � <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 <br /> � � z "� <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 <br /> ❑ <br /> m � � <br /> w <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 � � <br /> � <br /> SIDE�VALKS TO BE CONSTRUCTED PER FDOT INDD( 310. � <br /> ro <br /> ADA PAVEMENT MARKINGS AP1D SIGNAGE SHALL BE CONSTRUCTED PER FDOT INDIX 17346 AND 97355. a <br /> � <br /> W °- <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 <br /> U <br /> � L <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 ° <br /> � <br /> � <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: � <br /> 0 <br /> _OOD MAP PANEL MAP EFFECTIVE Q <br /> :ONE COMMURlITY IVUMBER tdUMBER SUFFIX DATE a <br /> U <br /> C/AE P�►SCO 120235 0005 C DEC. 17�1991 Q <br /> � <br /> � <br /> � <br /> `o <br /> >. <br /> =GEiVD � o -� <br /> � � <br /> ��'�:�«� OPEId CUT AND PATCH w � <br /> `��< ,�`,� oc �� <br /> ..�:.�..�, <br /> � <br /> � PROPOSED ASHPALT OVERLAY z <br /> O °�' <br /> z o <br /> a <br /> c <br /> rj'�. a� <br /> '� E <br /> � ` <br /> ������ ����,����otz��:� ��QO ,�6�f 9 pg�e�e r� <br /> � <br /> J y" �� r ii; � C <br /> �q�g ��� ; rz�`! �,5 �� Q N�� �� /�� .� <br /> Li-t4:.;3 L'�u�SL��.1Y�V�Ct`4�Y���Dbf�� � ` �r ,y � <br /> p��'IO• � � <br /> 0 �v�� s� t� 00��0��t(� � CrJ (6 <br /> 0 °I ��� -• o `�'fi) Z M C <br /> 0 �e,,� !'c l; ° (/ '7 . <br /> �yy �,f �- y W �� �M .y�?� o_ o � m <br /> p S' 5t5 gt� J f,�r3�, I � �p � •-i� �i: ii Q o ',� J L <br /> a T�'i�1V�g4�'c:/�,�{�' � µ ��¢�7. h'�L m1i {�r..... � O 0�'-'L:� �;a�� �"!� ��� -. <br /> +�� m U O��'�i� �;,�j�(� � O�Q � Z � <br /> 1.3Vp - � �4 ..� ,...r o .._... - ._ ..<,� p "` �'V }� ��r� Q � O �� � d. N <br /> �...;iY�(:.�"tK�'a S`.9��L��`4i.kv� ..,a.,. �y+ �°�'�k` � ��y,�:J � v °� � � <br /> ro-. ..� r _ ����soo. �'i���, �° � — � a <br /> ?'SL�`f,�Cri`l�'L�'. �t�'rl'sj?�Y� , o �+ -': o �' O � <br /> �, 1. a G J m <br /> •. O� � �a0000'b° �O`J���� � LL � <br /> -- — A�/ ��i�`� � P� j.��° � <br /> v�ir��'���z�e�7�,r��,ee �at�i ��B 0d�9 0 @���� � <br /> �t.0!�'0�JU?!11.,. ?��1'�0?iY'±:_�a.,�� �.,�� a. <br /> �e��'�`i��,'�� ������u`I�v ��%t=;;� o'��!`�a�'r������� �r'����'�����$�� � <br /> DATE o <br /> � ��;otc�.;���S�O�'��1�1�� �'" ��.� _�-e�.� ��G 2/22/16 � <br /> _ _ - L <br /> -' ��c�t2�c-s� 0���ad��n�..Q. �!���.t�.�/.��qq�,¢,V�$�n_.� PROJECT NO. '� <br /> - -- - - �-� � <br /> �1���l�.�C3���,9 �rL�►@It. `�i.ra�5 e �d vlau, q 1410001 � <br /> � ,.�.:.:��o�_....�- _-��.s.�.._..�...a��-��.nlc��n�, � <br /> �.e�uvv�e�C�,�z. �u��e,r� �cr2��.r,e v�.a� i2.e�c.,� �" �. <br /> � SHEETNUMBER � <br /> �,,,._�l.�t.�=-��.����lR:i��Y��.''�q4•�1��`�-�-��.'(�:�i'6-�"�a"�='�!°�87�: <br /> �,i��E" �y�d'ai�'t'�:����;t�"��a� ��t�4�����!_�����-7 Y��� � <br /> � <br /> � <br /> ;, <br /> � <br /> � <br /> � <br />