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� EXHIBIT A <br /> _ pb, <br /> ��,,�-rr-�' ,� t _�-`' F y <br /> - ' C V.ra n"„'_ �Q bpy� � $ <br /> x � � � <br /> � �°^ o <br /> 0 -- G43 �n <br /> oc�``Q (°a - 64a - - V-7'a <br /> � 6y� _�_�-"� f 64S -- __ L„.� <br /> I �- '�__ - 646- �---- - - n.`s� <br /> 6g,�g ° ` �- Jf 6a� -- �$ <br /> g59��p \\c�--________-- -._-- _-- � <br /> 6S21"9EF� '/ `__�-�-� 648 � W X g n <br /> �-- <br /> � l�,�----- 649- 650-- _---�--___----- .""_ , �l��z`'41 <br /> � / '/���651_-652-�__ '-_--_ __- 0 6 10 20 ���� <br /> ' ' ,- =_��� - - _---- ___---------= --`-__ __- -- _ _ Q-, <br /> ���.> <br /> / ��= _��'--__ ._- G53- - ___ -' - _ Ju <br /> � �-r'_- � €g <br /> �-�_ �._ 6Sq - Z r <br /> / GRADC DIfQ 4:1 �RO/A TOP -=-'�- __�'��--�� _ _ - '_ <br /> ���OF CURB 70 NATURAL �--655 Gy6.�"� PAVING AND GRAOING NOiES: W 8 R N <br /> 6c�5,,.,e Q GROUND �,� 6�.� ��� - _ _ � -- -- �_-=' �, q��y�atling will be done within 20 lect oi outor cub lines and 10 g <br /> `E '/�5 <br /> i / � g705'S9� E Zg5.01 -_ - _ � reai or oos��. c��iracro.co blend ���o adja<ent areas w i�m�ts �r a <br /> �-- naxded lo complele project. <br /> � / N �'�_- ___.� - ��-' bg'1 - ----� 2 Driveway and parking oreas to be 3 7/2"oF ospholt on 6'o� <br /> I �_ compadetl CA-6 on compocte0 suDgrotle (see delai�s) All curbing <br /> i �'�,�6°�_�g59 y�i b`� will be bnrriar lype with 72"guttera, 4'hi�h along pork�ng spacaa <br /> j654.01E '"� � 6- o shooao ce6ith�pl n�gradeshereerpavinq�tletaleron�cu'rGng9utler in <br /> ro'Y �� Controclor mov pour curb ond gutter monolith�cally with PCC pov�ng <br /> � -- � _-- �' upon approvol trom engineer.Tho onlronce drivo oppraach,tranh <br /> _�_--- �� --�� _�--- p � dumpster pad and drive-thru.,�alt be 6"PCC pavfng on compoctetl <br /> „�,' �i subgroee. (ue tletails) <br /> � � J- 6� INSlALL PCC I ! �" <br /> �� 'h�/ FLUTAE 0� �', 3. My excess dirt excovot�on, rock,con<rete, canstruction matenals <br /> 654.278 %0' �-� _��� ,o0�j� Q ��' w will Oe removed from the entire aite. Cast of work to be Incudental. , <br /> ' 65167E �G /' �°� � ppORWAY PAD p � � 0� � MATCH IXISTING GR4DE 4. All topsoii str�pped shoil be usetl in proposed grqss oreas. <br /> � �Q y.�' � O - h6 �� �w ( p flA PROPF.RN LINE Contractor s�all pbce 8"ot topsoil (min)�n all gross arec within r <br /> PQP CC PAD 6, '� Z construclion area. fine grode and ready for saed. Refer to seetling <br /> 653.77EP �� /x ' � y GRnAATfON �3 RIP-RAP ALTERNATE OtD- M"L1EU OF s for matericts. <br /> pncs_ Z <br /> t WRH BEDDING h FABRIC RIP-RAP USE PERMAPIENT EROSION <br /> 1 1 WESTES�E OF 8AS5N,480SY Pb00R8Y POR'fHRAMERICCANA��EN T finish povement unless natea dfferantiy�ks ore ai bottom of curp o <br /> 654.298 �`� �J6 �' h�� �y5�W � N WRH IDOT SLOPE GRASS SEED Al1X Q � <br /> � I �� ' � � �66 0 �� � <br /> 1 PROPOSED ILDING �6 6./•ll tlimensions oie to back of cur�. � <br /> 1 � �{ VOLUMF O t00YR=�940 C � <br /> FF= 66 40 6 x i 7. Refei to jointing on specifications Joints to be 1�"dPep and no <br /> { FUTURE B DING � A 130YR EL-653.10 fuRher than 15� a rt Joint tlem lo be rweG b the n neer. '^ <br /> O BUILDING AREA 4270Sf � 1 � �p � � 100 RELEASE=I.ICFS Pa Pa aPP Y e gi � f <br /> � O� ORIVE THRU PAD TO BE 6� � ' y�, i OVERFLOW=654.7 g,�I gradin5 shall be matched at outer Coundary line o(lot R L UJ <br /> ' �s x6 � FREE60AFtD=1.6' Controctor to ens�re rodin rs done to crenla �' drofna e. O <br /> RADE DIRT FROM TOP UF 9 ��� ��=� 6� OELOW FiNISH FLOOP.TOP ` ' m g q posi�ve g � ) � <br /> I CURB 10 NATURAL GROUNO o,• b�o(�'o OF CURBING ON ISLANDS v <br /> b N 9.All Wolks arountl meter of pro osed DwlCin shall be 4"thick 7 <br /> vPRIES 3_1 TO 4:1 6 . ANG AG41NSi BUILDING 70 I �j o w o �' p 9 Z Z <br /> ( �' q•N n 4' re ale bose,refer lo details. L <br /> .fl � Ie� , � dE A7 661.40 DOORWAY O� � ��6 � �. y W a99 9 <br /> y � r A� �O � 60 -- m� % O 10.Alt naw handiwp sidewalk ramps snall have o detectable waming Q � � <br /> � O 9�.,� `� � 6� � stri constructed into the concrele, sae Aatoiu. <br /> � �yp � � �4"E7AF2HIER CURO �� P � <br /> � COMB�NATION PCC ^� O <br /> ' q �� •� - _ � J il.All 91tleW01ks aajOCent to pafking 9pates Shafl be CombinoGon Q <br /> ..( ' � � �' WALK h CURB pp� ^y P.C.C. cur� & walk unlesa connecling to exislmy cu�b Do not pour � <br /> ss4.�s� z � �`' �' 1 f. - '1 6aP'ao _; � a�a� y,;� � � `� � M ��,e snPo�aia r,�m woi��� u�exn o.«��. /// <br /> I � 654.39E '�, P� A' hy . . . �... , _ �^ e `o � D 12 Sdewolk odjacent to doorwoys nholl be�y"lowor thon finish � � � <br /> <3' <br /> ,9 � F bry 6p•� • � � � � tloor. Grountl ond other pming next lo ouilding sholl be approx 4" � � <br /> ' 654. 2B � O � �� �� � 6 �' lower ihon finish floor ond slope away trom 6u�iding. <br /> 0'S4.�3E o �I �° `a � ` Q <br /> ' i �(�Qi P .10� / X6 a� �� � I 13.At o min�mum,slrip all vegetal�on antl orgonic maleriol 2 leel /r � <br /> o, �� RAMP AND � � g�' 1 ou4viJe oll nreos to be d anU within niorm boain. �l <br /> � 6 DE7ECTABLE 90 y0' k po�r. � � <br /> 1 N N o WARNING STRIP 0 y�+. X�'^'� INStALL PCC ry �� �Y Y P � <br /> 14.Controclor to wer excuvota 0 bosin b B'to com ensole for � <br /> � � m `° I yo� xF' FLUME___ `�� 9NSIN OVFRFIOW 6"o!topsoil Olacamenl � <br /> o'h .�'L x.,.v.-- '� <br /> � � bp� �yq �,� 6 ' 15.Relar to Arch�tectural p�ans for exact dimons�un9 on builtling and � <br /> � J ry y tlrive-thru lor DuiiC��. <br /> � + 0 � <br /> � -"^'� 4 90 � __, 16.Subqrode o1 bwlding pad to be A' Dolow finish floor elevaYon � � Q <br /> 1 p� (4'oggreqato/4"concrete), rcter ta architectural plans. Architscturol <br /> _ �y� 6 � ,�a' � plans laka precedance ovnr crvi�plana. <br /> ' b "�- � - - -_ � \\ ' � <br /> � � � 6,�� 6 � 0A �� x� 17. Reier to Eros�on Control Plnn. Uatails, SY/PPP and NOI permit for 'A <br /> ' �6'. _ � �` -� � 6y P •� p \ �\ oll erosion conirol measures to De dona on this pro�ect. � u J <br /> � 6S6.OSEP k� �_ _- r- �; 1 3"pM1RR1ER rURB � �' y -__l y ` A <br /> ' 6�0, -I ' ALSERNA7E PARKMG ' ' 'L^ �57 6 `` t � LL. <br /> � '� � I ALtERNArt BID � . <br /> 0 <br /> ro'a, l , , � ''h� � � � '4 s�a9� �O�.Q \\ <br /> ' �"�^ ` �M1 � 6 � \ \ y 6� �5 /� ryry�; <br /> 06 1'ory'� Q,�,0� h^� \ ro y neG \� <br /> ,i 1 �d'Q�''o,,� k �b„� � �\ <br /> � �9 p.Qc$y0 \ ,a,.- � 6y��" <br /> � ' / ��" 6�. 6 �.a.'s`s `'; � �O \ '� -� � <br /> • <br /> GRAOE DIR7 4:1 FROM 70P 66`l"� s�-� 1 � \ <br /> Of CURB TO NATURAI f''� .���� � �'d 52.40BC � � <br /> '� CROUNO -----"� �� � ti52.01EP � <br /> � �_�, 6"BARRIER CURB �' .��'"����� 6 ,1 r <br /> � "58.77� � &GUTfER(TVP) .--'-".'"_- / '„"' - � � �h� } ��-`"'' ,-..---".'�� _ <br /> � 1 657.80CP \�� __-s-'� � . .' ` _ - _ n <br /> ' 1 � �-----__� _",.,..�--� ry, . .y`L'` CUT&PLANE DOWN EXISTING -_,_ _�-- � - <br /> ' ' �-- �l� , -- _.�•�iDC CURB.7IE APPROAChI TO _ _ _ x $ <br /> (5� b5 'L01•�5� 652.32EP ExISTING CURB, A!'PROACfi TO �i <br /> I , 658.S1P N`s� � �-`_� -657-� / �S 8.2•Q�j�$��F 3.478P BUbGH DEC OSOOSOMPACTED .--- O ti <br /> ' I 558.13EP \ `�p�� .�.,...s,,^�^ - - - �_ __. -- _� ` � I N <br /> � \.% /d'� ����--� 904F'1pf.Q I C1 v <br /> / ����-c,��, ��y6"y� �,6�_._�-_`---_'- _ -, _ __ �'NE" � � I � � <br /> l qc�,, ` I <br /> ' `Qo e, o e"�' ��4,Q �a00'., 6 e �Tp.1N ( o � <br /> � / <br /> � 66`�"� e`p�ti`° 6`'yh^� _ -�i� -'` _ - � j rn <br /> r--�� l I N <br /> _ _ - �---'"` ��� i a <br /> � �_._��---J=��-�=-''-- -��-.��--� _^ � � / / o i � � <br /> _�� f-f�- _.-- --' � I <br /> ___� ," _ - �- _�! f-=�_� �� _, \ �� _ ��� / ; ��a � � <br /> 1�:_=--- - \ �- _ <br /> ---- - � _�-:--��-�"`"�-_ -- :_ _ � \ _e�. � � � �` i <br /> ��. <br /> - � .��-_ _-- -_ � �- -_ \ � .� � � <br /> �-\ � - -%� � <br /> ; � _ --� � ____ -- -- \ �� ` '� / / SHEET 3 OF 10 <br /> -- -- <br /> ! _ _ � <br />