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PENROSE PIT EXPANSION Exhibit A <br /> FREMONT PAVING AND REDI-MIX, INC. <br /> PERMIT # M- 1987- 131 z�j <br /> FOUND 2'AC ON N6 REBAR- FOUND i-AC ON N5 REBAR LOCATION DETERMINED BY-- FOUND T AC ON N6 REBAR- FOUND 2'AC ON N6 REBAR-- FOUND T AC ON N6 REBAR \ a <br /> GEI'�RGE R"ILL JR DEV HIS 1037'7 REFS PENCE MARKE RS ON E STAMPED PER MONUMENT STAMPED PER MONUMENT SfAMPEDPER MON WENT Jf <br /> 1.a .EC 1081I \ MONUMENT RECORD BY RECORD BY KS,6417 RECORD BY PLS 1M/7 RECORDBYPLS 1B411 O <br /> 27931 64 PLS, 17 ACCEPTED S7298 ACCEPTED W2W ACCEPTEDS7298 ACCEPTED 5WM <br /> `� N <br /> N89'55'S'E `, N89'4017'E N89'39'30'E 1 \ Z <br /> _ y.� O <br /> ----- 2,661.25' ~ 1.310.93' 1.310.71' N89°4O'11"E <br /> SECTION 11 SECT N <br /> N 12 1,285,72' W <br /> a <br /> 3_ d <br /> c NW4 OF THE SE} W <br /> RECEPTION N0. io M <br /> 924854 c4 m v vo r` <br /> Z o- �. N <br /> FOUND 2"AC ON M6 REBAR FOUND N5 REBAR- FOUND t 112-AC ON N6 REBAR LL F(IUND 2'AC,ON N6 REBAR- {JI U O 4 <br /> GEORGE R-I. ASC 1 STAMPED PER MONUMENT .00,N <br /> 1,89 5Tti'W SC 1I16 SEC 11 t\ T19S R69W RECORD BY PLS 1.17 \ W Z -o <br /> 95.00' S89'57'11"E 27431 I S89°56'02"E N89°48'20"E SOIn6 SEC u ACCEPTED5Q698 _L y u <br /> Iu FOUND I In'AC t998 <br /> $a 2,587.74' STAMPED W 2,671.08' 2,622.16' PLS 26651�R _ Nr,9'oe'etre � w� <br /> W Q v v <br /> SW4 OF THE SE} U o p LL <br /> --WEST TOE OF SLOPE I ( RECEPTION NO. M I Z <br /> EIGHT MILE CREEK 924854 N O - <br /> S,}OF THE SW4 m S}OF THE SE4 W S4 OF THE SW} <br /> RECEPTION RECEPTION Q RECEPTION FOUND <br /> IN D <br /> N COONNCaETE CAP , o <br /> Q W <br /> NO.894206 � NO.894206 �� NO.894206 g� COOT Row �( � <br /> �'�- Pit Entrance �` = m_� <br /> FOUND 2'AG ON NB REBAR--` W L2 fOUNO 2'AC ON N6 REBM- FOUND 2'AC Ory 96 REBAR-- FOUND 2 IR'IRON PIPE --_T Z O <br /> STM,{'EO PER MONUAENi GEORGE R HALL 1. 1 8 ry <br /> RFCORO BY PLS 16417 114 CORNER SEC i 18 14 DEORGE R HALL FOUN P6 REBAR I y a(J U 3 O IY �c <br /> N88°29'33"E ACCEPTED W,597 S89°48'35"E L1 r931 M:NCORNB 5ECt3 STAMONUMENT u a�°r <br /> 1 <br /> 2793i \ N89°59'46"W ` PL5161/1 38.404C819C° _ <br /> FOUND I IR'AC � TED SR698 -105.056086' O V <br /> 2,650.77' 762.51' IF,03:�E STAMPED <br /> Is' SB9.4655'E 2.612.30 53'03•E W O1 m;� <br /> 2.6K93' 1.,35.76 1j/774- (n 2 O LL <br /> POINT OF BEGINNING NE NE} 'L.165.J3. V <br /> N tN CORNER SEC 15 UJ / ON <br /> LOCATION DETERMINED BY _ <br /> REFERENCEMOW.NT RKERS ORD ON 54 D�NOT A PARTh^�PLS 16417 ACCEPTED WI"7 N 79.6 AC oN�SO <br /> clj <br /> 7 CD N}OF THE NW4cli NRECEPTION_ __ N0.707193 Z ' <br /> Z -FOUND Z AC ON N6 REBAR <br /> FOUND 2'AC ON N6 REBAR <br /> NC Il CORNER SEC 15 GEORGE R HALL \, ZOO' <br /> STAMPED PER MONUMENT I NEW PERMIT N106 SEC 1�8 ; <br /> RECORD BY PLS 16417 FOUND 1 i?AC <br /> i ACCEPTED w1597 1,021.4 AC STAMPED'T <br /> 1 SECTION 15 N89°56' 9"E FOUND BRASS CAP--- <br /> IN CONCRETE <br /> iNJ2.631. 6' COOT Row 0 <br /> SE}OF THE NW} ? A ECEPTION coo <br /> Mo , RECEPTION NO.89206 SW4 OF THE NW4 RECEPTION GTL NO.924854 <br /> NO.924854 2 <br /> o rn LLO NO.894206 j RECEPTION <br /> CD ,n --INIA CORNER SECTION 14 NO.894206 <br /> Ul NOMONUMENTFOUND CALCULATED 8'+' �.J <br /> < POSITION FROM FOUND MON'MENT: CURVE TABLE <br /> L32 IN PAINTER LOT LINEADJOST•.+FNT z <br /> TOE OF SLOPE NORTH RECEPTION NO 892191 FOUND 2 1.2'IRON RPE ZOO' t�0 <br /> OF ARKANSAS RIVER WITIINAIL INSIDEAND I � NO. LENGTH RADIUS DELTA z y, <br /> : m RESAP BESIDE RPE O <br /> L9 C7 392.49 `t.a6o 39'33'00" 2 ,� <br /> (/) E- U <br /> Can -- .-._-_ ` _-._.-_ _ __ C2 574.82' '36fi.30' 34'05'00" I C � � OLL <br /> ' 129 RECEPTION // ON 14 NJ OF THE S NW}OFTHESW} gLM SECTI N 13 ¢ � w <br /> �28 NO.894206 /� < ''g, SO°3SECT RECEPTION NUT A PART RECEPTION <br /> RECEPTION S00°21' E(M)-, N78°pg w(D) N79° NO.894206 19,g AC gR N0.89420s J HCHwnv iisPEacOYoi STATE LINE TABLE LINE TABLE ] v u~i <br /> GUND"6 REB,w - _ - '(D) 08'O5 _ <br /> ' L26 NO.979094 N}OF THE SW4 ��ff 41 <br /> 2.64p. "4V((�q� 8 NO°3TW(D) wGHT•IHWAY PLANS F-• tt <br /> r �L25 > N0.9P70034 L (��(RECEPTION 330'Dt 04"W(M) J FEOERAAIDPaoJECTNosrce;1,I, NO. LENGTH BEARING NO. LENGTH BEARING p" Z N 0 <br /> '• ''- ( ) <br /> s*�• PAINTER LOT LINE C24 FOUND Ho 4 REBARNa 97)859 U 95.00' N47 33 2o'w I 1; 4a'6.00' N89'18'33'w =] fr <br /> w <br /> ADJUSTMENT - 06'23'19E 248' 'n Lu r= d' <br /> ( RECEPTION CALCULATED POINT ' 9E(D FOUND W.4 REBAR - -FOUND BRASS CAP L2 350.00' N30°32 50"W L 16 440.00' N86°29'O6"W Q d La- <br /> 5 S78° <br /> ROM C <br /> �aDNaTAccErn '.. -`�•�.,�57�°08'0 S26*21.49"w 8a.1' IN corNCRETE ,yi C- Tn L+- <br /> N0.892197 I L23 G Z 1 5`'7;(/yl i�FROM CALCULATED POINT GDDT Row L3 168.00' N21'24'35"vV L19 900.00' S86°24'3?"W E--' Z O <br /> --_L18 L1�7 " (D/ (DID NOi ACCEPT) �n� _- z <br /> 50071V T 14 430.00' N46'47'06"W L20 445.00' S74'01'12"W <br /> I <br /> L1g �- s4.1r 200' C- <br /> A w <br /> m, 1.15 - L5 350.00' N05'49'O6"E L21 240.00' N64'4539^N ,n O <br /> FOurvD=.KEBAB ' �- L14 ' N89°40'04"W ` to <br /> --TOE oI SLOPE NORTH " � 1}�' FouNo 1 1n`"H L6 170.00' N28"56'29'W L'[2 175 00 N44'12 23"W 2 <br /> pyt?ND 2-AC ON N0 RE <br /> OF ARKANSAS RIVER `" • 615.22' <br /> .URGE R IIAI L -FOUND 2 LLC ON R,REBAR L' I- <br /> N` S1'165ECt 81. RC.BT.R.LLC LL <br /> TOE OF SLOPE NORTH-- 7981 PLS 38055 L7 370.00 S66"30 04"W L23 300.00 N 77'34 58"W <br /> O ARKANSAS R11W .AC <br /> 'TAMPED' I 18 900.98' S32°2504"W L24 1390.00 N69'OT25'W Q <br /> �PUO Lid 19 93.01' S89°53'02"W L25 110.00' N48'54'09"W <br /> NEW PERMIT BOUNDARY L10 409.73' S00'39'35"E L2F 195.00' S87'49'13"W a <br /> �,�.,•P�p R •• '•� - - - <br /> • (D) DEED L11 263.70' S08'23'04"W L27 475.00' N70`51'25"W Q <br /> L12 228.36' S22'3O'D4'W L28 230.00' N54-50'03"W(M) MEASURED DRAWN BY ERF <br /> 38042 <br /> L13 566.34' S42°27'04"W l29 70.00' N63'2613^N CHECKED BY ERF <br /> 'O / •Z• SECTION MONUMENT L14 530.00' N84'38'55"W L30 505.00' N79°19'31'W <br /> �� "•�/2�! 2�?� yO_ A RIGHT-OF-WAY MONUMENT L15 340.00' N87'31'47 W 131 370.00' N64'26'10"W 4-SCALE r-l000' <br /> T r <br /> FV O FOUND NO.4 REBAR L16 780.00' N77°53.43 W L32 140.00' N81 31 40w oa No, n36 00 <br /> o sou' 1000' z000' V/p '"" 5J <br /> NAL LAW AC ALUMINUM CAP DATE CREATED 04/28/20 <br /> DATEISSUED 05/21/21 <br /> SCALE: 1'-1000' <br /> SHEET N0. 1 OF 1 <br />