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Home My WebLink AboutZ-8066 Map 7250 00' NOTE, The location of the Easement and Right—of—way over, upon and across the lands depicted hereon is based TOTAL BUFFER AREA a 4.25 ACt on the June 24, 1942 easement Deed recorded in Pulaski TOTAL BUFFER AREA DISTURBED = 0.60 ACt PERCENT DISTURBED 50 -FT BUFFER » 14.1%' co Arkansas Deed Book 287, Page 500. TOTAL FUTURE AREA = 2.58 AC TOTAL FUTURE AREA DISTURBED = 1.43 AC Set 5/B" Rebar w/Cep 50' BUFFER DISTURBED FOR ROAD ROW (PRIVATE RD) NOTES: FUTURE OOC I FUTU 1i r�Ion, f¢se CM Camp Dresser &McKee Inc. yic-"16mg rnney.(eg (° A==°°�°"°^ "''" NRS Consultants •Oswald Engineering 9 9 • F/N Associates, LID .NIB Associates, Inc 1. CONTRACTOR TO PLACE ORANGE CONSTRUCTION FENCING IN j Y•�.R x�L I It I {, � I •-• WYE THE AREAS SHOWN ON THIS DRAWING. !1 � �_ Y iii 2. BUFFER AREAS ARE TO BE PROTECTED AT ALL TIMES. O _ -LIMIT `.� a •r may• 3. BUFFER AREAS WHICH ARE DISTURBED ARE TO BE L� LANDSCAPED IN ACCORDANCE WITH THE CITY OF LITTLE ROCK R f! SUBDIVISION AND ZONING ORDINANCE SECTIONS 15-81 AND a 5/8- Rebar W/Csp 15-M AND CHAPTER 36, ARTICLE IX. Reference survey for 4. FUTURE AREAS ARE TO BE LEFT UNDISTURBED WHERE - COM by NPI/ 0 Assoc. Doted: n PRACTIBLE. Fence Corner Norl6eest Corn O . SW1/4 SEI Hog ]Fier Fence S68 -27-W 3.5' Ir' �y•� 9 WNW 6 - 10M.43'Sac-10, T -E -AR -14- .�Clf7r1•.• '. �j • once from Corner. •y: •:•C'•'.y, 8 WW42' E •.,.th ..-.-.•.•.�.•....... ...... . - �►.. r. ' 50' BUFFER (3.65 ACRES REMAINING)' ' �e°Q` i * .• • Y.8 SdUUI • • _ • Set 5n' Rnf�'`.9•ti' .. of. •RehtU i/Cb Try• . . •.-.-.•.•.�.-.•.-.�. .�. 'S x •• • • • - - • • • • • FUTURE ROAD - - • • • - • .• dw .i' 45': . . .` . - - - PLANT ROAD "S^ '.•9� 3 •I.y\ •• . _ _ - !' .• .�.•. •� LIMITS OF �. �''. ucaF�aoet I _ . � I R B aS IU — — . -: ' • • - CONSTRUCTION • : + I —I N LD1 1` - - - CONTRACT II CAIFIE 1 1 I OO SED. POND - - DETENTION POND -. • . Z - I r 1 I (TEMPORARY =t I i 1 M 1 II 1� t I al I I ----- e m i GVAREONIEA p I r l 1 ! 1 U 1! 1, I ° 1 - `. _ • W i' - �(AS OF&27-zoo}) I Cl . C �y' FUTURE OOC I FUTU 1i r�Ion, f¢se CM Camp Dresser &McKee Inc. yic-"16mg rnney.(eg (° A==°°�°"°^ "''" NRS Consultants •Oswald Engineering 9 9 • F/N Associates, LID .NIB Associates, Inc LITTLE ROCK WASTEWATER LITTLE MAUMELLE WASTEWATER TREATMENT FACILITIES CONTRACT I -WASTEWATER FACILITY Y•�.R x�L I It I {, � I •-• WYE DESIGNED BY: DRAWN BY: SHEET CHK'D BY: f:.InNNCnN CROSS CHK'D BY: - APPRDVED BY: r .If1NNCnN nL-P7-7rrw � �_ ONE INCH AT FULL 512E IF NOT ONE INCH SCALE ACCORDINGLY __=�� -LIMIT `.� •r may• I � +•- �� I I I �; f! - .n• • � *CONSTRUCTIONCONTRACTOR - ro • CONTRACT 11 aE6tuN�T�\ -� `jl B , ® �' I.I'.'�.�'•' I-��` I I Il 11 �ll 11 - . . ' . I166 • - ;,�.•::=. 1 LILi • Iy ` .LIMITS 0F . 11.j � - . - CaNSTRUCTION, II= ��+�� - - - - I T=, 1 y of1H JIM - - u %fir PLANT ROAD 'B^ - D. Mow - _ - ODOR CONT [ SED. POND) — — �l 1 •V;At-4i->W. . -0010 I ------M 4 a - - •.•. - • -- - - 1 Set 5/8 - Reber w/Cep ,50' BUFFER (3.65 ACRES REMAINING) GRAPHIC SCALE p CO Im 1b I FINE FINE FINE (IN I=) I Inch - 50 !L Set 5/8" Reber w/Cep PROJECT NO. 55674 FILE NAME: 55B74ECF.DWG CM Camp Dresser &McKee Inc. yic-"16mg rnney.(eg (° A==°°�°"°^ "''" NRS Consultants •Oswald Engineering 9 9 • F/N Associates, LID .NIB Associates, Inc LITTLE ROCK WASTEWATER LITTLE MAUMELLE WASTEWATER TREATMENT FACILITIES CONTRACT I -WASTEWATER FACILITY BUFFER AREAS FOR PLANT SITE SHEET NO. DESIGNED BY: DRAWN BY: SHEET CHK'D BY: f:.InNNCnN CROSS CHK'D BY: - APPRDVED BY: r .If1NNCnN nL-P7-7rrw ONE INCH AT FULL 512E IF NOT ONE INCH SCALE ACCORDINGLY __=�� -LIMIT `.� • I-77 OF• f! .�--+ .n• • � *CONSTRUCTIONCONTRACTOR - ro • CONTRACT 11 aE6tuN�T�\ -� B , ® ® STORAGE AREA - . . ' . I166 • - ATI OETLNNTION POIID • • I a Ip � - . - - - .y . . SED. POND) - - • - - .. • . - . •V;At-4i->W. . jT€MPORA - - •.•. - • -- - - - --- •. _- •�- - - --•- -:. E WiftBin . . . . . .- - . . . . - see V8 • _ • 90A96' Set 5/8" Reber w/Cep PROJECT NO. 55674 FILE NAME: 55B74ECF.DWG CM Camp Dresser &McKee Inc. yic-"16mg rnney.(eg (° A==°°�°"°^ "''" NRS Consultants •Oswald Engineering 9 9 • F/N Associates, LID .NIB Associates, Inc LITTLE ROCK WASTEWATER LITTLE MAUMELLE WASTEWATER TREATMENT FACILITIES CONTRACT I -WASTEWATER FACILITY BUFFER AREAS FOR PLANT SITE SHEET NO. DESIGNED BY: DRAWN BY: SHEET CHK'D BY: f:.InNNCnN CROSS CHK'D BY: - APPRDVED BY: r .If1NNCnN nL-P7-7rrw ONE INCH AT FULL 512E IF NOT ONE INCH SCALE ACCORDINGLY DATE DRwWj cHKDI REMARKSppm: A 110 4 �1 Set 5/8' Reber w/Cap #'1188 I} Position Calculated ILJ] Using 1879 Survey Plat By Edward Smith RPLS 411 N 9� Pad. Stone 1 — WAS TRANSFER Northwest Corner // ` 7 r✓PUMP STADON SWI/4 SE1/4 UENT METER VAULT Sec.10, T -2 -NR -14-1I j `Fbd. 5/8' t Fad. A/A"===_-_ ------ �--�-� ---- - �� I Rebar w Ce L - - - - - - - - - - - - - - - -� -.--- --- -- - / 4.5' z 4.5' l i Rebet w/Cep ('1188 / P >♦:lB'B�. 1 PIG LAUNCHING Valve Pit 1 v� RO'p R0j N 500 N 400 N 200 S---- ` -r ---- -- --� - -- -- 1 A I ( FUTUREr FLTNRE I �+ { I! { i� i yi i' Mo I f I STRUCTURE STRUCTURE �i j rCLAR� i i INS - - IV j E�'r¢�, a ILIV BUILDING {�---.i-}- H ^F----: �I BLOWER/ I �CONSTRUCf10N I GENERATOR STAGING AREA FUTURE I I REBUILDING I c W - I STRUCTURE r UCTURE 11 AERATION BAS1H ai I I • I i n it – t+---+-f----i�------� ---r Y_TER VAULT BACKFLOW a PREVENASSEMBLY ! rex SSEMBLY ii ODOR CONTR& e F � � _ — _ _-AOMINISTRATIOti M u' � �� Q �- �•: ". ` � BUILDING c i 88'5`'.:2" W - %087.43' N 88'26'42" W - 307.95' Fad. 5/S- Reber Pad.' I/R' Fad. 5/5' Reber r/Cry ju88 Reber w/Cep jf1188 1, PROJECT NO. 8521-55875 FILE NAME: Northwest e1 Camp Dressrr &- McKee Inc. -,—Irrng engine -9 c ° `'Oaf'°n operations in °_�°°° wrre: • NRS Consultants • Oswald Engineering • Inc LITTLE ROCK WASTEWATER LITTLE MAUMELLE WASTEWATER TREATMENT FACILITIES CONTRACT II - WASTEWATER FACILITY Bog hire Fence Fence Corner Sfio 30 0 60 DESI-NEO B• C. JOHNSON D?awh B. TAL PLACIDO A. PASSOS cKs sHEC c"", K. FERECHI caoss cnz'c �: J. HAYDEL "°"°`�` �` 0.5' South 0.5, SBB'27rW 3.5 from Corner. Sec.10, T -2 -NR -14-1F SCALE IN FEET - of Line. — OF — REV. N0. DATE ORWN CHKO REMARKS POB ' Rog Fire Fence 88'5 -2" F - ., ' -_ �,� � 88'26'42'x_ - 30S,9z P: 1000 c zsc.o •— ,— •— •— .— ,— .— ,— .— ,— r — ,— r— ,— .—J►— rw r �� r z r rc .- SLUDGE TRUCK LOADING AREA N 9� Pad. Stone 1 — WAS TRANSFER Northwest Corner // ` 7 r✓PUMP STADON SWI/4 SE1/4 UENT METER VAULT Sec.10, T -2 -NR -14-1I j `Fbd. 5/8' t Fad. A/A"===_-_ ------ �--�-� ---- - �� I Rebar w Ce L - - - - - - - - - - - - - - - -� -.--- --- -- - / 4.5' z 4.5' l i Rebet w/Cep ('1188 / P >♦:lB'B�. 1 PIG LAUNCHING Valve Pit 1 v� RO'p R0j N 500 N 400 N 200 S---- ` -r ---- -- --� - -- -- 1 A I ( FUTUREr FLTNRE I �+ { I! { i� i yi i' Mo I f I STRUCTURE STRUCTURE �i j rCLAR� i i INS - - IV j E�'r¢�, a ILIV BUILDING {�---.i-}- H ^F----: �I BLOWER/ I �CONSTRUCf10N I GENERATOR STAGING AREA FUTURE I I REBUILDING I c W - I STRUCTURE r UCTURE 11 AERATION BAS1H ai I I • I i n it – t+---+-f----i�------� ---r Y_TER VAULT BACKFLOW a PREVENASSEMBLY ! rex SSEMBLY ii ODOR CONTR& e F � � _ — _ _-AOMINISTRATIOti M u' � �� Q �- �•: ". ` � BUILDING c i 88'5`'.:2" W - %087.43' N 88'26'42" W - 307.95' Fad. 5/S- Reber Pad.' I/R' Fad. 5/5' Reber r/Cry ju88 Reber w/Cep jf1188 1, PROJECT NO. 8521-55875 FILE NAME: Camp Dressrr &- McKee Inc. -,—Irrng engine -9 c ° `'Oaf'°n operations in °_�°°° wrre: • NRS Consultants • Oswald Engineering • Inc LITTLE ROCK WASTEWATER LITTLE MAUMELLE WASTEWATER TREATMENT FACILITIES CONTRACT II - WASTEWATER FACILITY PROPOSED SITE PLAN SHEET NO. �/1 -•� DESI-NEO B• C. JOHNSON D?awh B. TAL PLACIDO A. PASSOS cKs sHEC c"", K. FERECHI caoss cnz'c �: J. HAYDEL "°"°`�` �` ONE INCH ATONE SIZE IF NOT ONE INCH SCALE ACCORDINGLY — OF — REV. N0. DATE ORWN CHKO REMARKS Oq = MARCH 2008 • f71J Associates, LTD NTB Associates, \ Fbd. Stone \ Northman! Corner \ -1/4 —14 Sec.10, T -2 -NR -14-W Rod. S Reber w/Cep F119F N 500 N BOC N 700 Rog Wire Fence 0.5' South of Line. Set 5/8" Reber w/Cap #1199 Position Calculated Using 1979 Survey Plat By Edward Smith RPLS #9 Fence Corner Northwest Corner 506271T 8.5' 861/4 SE!/4 from Corner. Sec,10, T -2 -NR -14-W N 30 0 60 SCALE IN FEET POB Bog Wire Fence _ _ 8i'S_ : F - _ = 88'2E'�2" _ - 3� _ r-� rte- •— •— r— +� r— r— .— ,— ,— —. r.— i— .— .— s— r— ..- - . — •— •'--- r— , :.-_ r— a r ._ ,— :— r- '— r-�"'�3— r— r— r— . � ray. . ,� r� i -SLUDGE TRUCK LOADING AREA — WAS TRANSFER I � rIr i '. �=s�*-13�.G^•� Ca1� ��^ ^-•�1^,_'~•_^�..^�^s�''� GLs_1'}� r_„ �_ � _ ti hPUMP SFA//�� r------------- -` r. INFLUENT METER VAULT I �, — — --_ — _ —� i_ — 1 , r' 1�• El LAUNCHING �� Valve Pits I Reber w/Cap 199 11 i Fbd. 5/ w Ca 1 �yH STATION , MH al D -9 - L I `fiIF •pw �s ISR L 1 { -- 1I 1 i ic `vii .z fr,iFiii SSSi 1:1 tai + _ f 1 r % k. �+ I+ i 1 I `j4 Mo 1 j j I FUTURE; FUTURE I GWtIFIER3il ' I aH r l STRUCTURE I I STRUCTURE j ii i j! L; I '•"�------- I I I UV I BUILDING i n --------------- . I CONSTRUCTION II % I ®I GENERATOR I STAGING AREA 14 0 t FUTURE I l FUTURE_.: # u BUILDING fi STRUCTURE r I } STRUCTURE AERATEN 60,51N� wuLr PRKLKFLOWt rI I � izr--'� o• I I ASSEMBLY L�--- 5 - - — • — = - --- - - - "• - y,H ODOR CONTRAIL - _3 I -AD MI N197RAT10� 1 - - - F•'S" = �^ T x I BUILDING �.__ SFr.:"_ �= N, R. 1f _ HEADWRRKS- N 500 I ` C-OMH V ,�t'______F_ 2 �. I I I I N 400 ._ —. N{88_5 5'32 i —705---4• r —i —: —s —r —r r —s —: —. —.. -�• —r —: —r r —r —r N-8= 2E•42" W . 30 7 J -r —: — ,r Fud. 5/6Y Reber /J FLd. 61B' End. 5/8" Reber /1199 Reber w/Cap #1199 N 300 N 200 1' PROJECT NO. 8521-55575 FILE NAME: Cm Camp Dresser &- McKee Inc onsolting -g- ng `�n `��I,on oPe,at;ons fn Assac;oGon WHhr . NRS Consultants Oswald Engineering 9 B • Inc �� LITTLE ROCK WASTEWATER LITTLE MAUMELLE WASTEWATER TREATMENT FACILITIES CONTRACT II - WASTEWATER FACILITY PROPOSED SITE PLAN SHEET NO. C-2 2 MS -E, B• C. JOHNSON B. TAL PLACIDO SHEE- CHK'L 9'. A. PASSOS CROSS CHK'"v WK. FERECHI n,ROYp e.. J. HAYDEL ONE INCH AT FULL SIZE IF NOT ONE INCH SCALE ACCORDINGLY – of – REV NO DATE DRWN CHKD REMARKS o.+ MARCH 2008 • FTN Associates, LTD N7B Associates, N 900 N 800 Dille, N 600 Access N 500 N' 400 N' 300 N 200 I - :-ti� _ STATION ca�.N un o MS , 1 I I1 i P i j_ "meq I r i j 11 FUTURE 1 FUTURE F i�_ a , �` Mo I STRUCTURE I STRUCTURE ice. 1 I I JLIV I iG aBUILDING U --------- ---'--Y} BLOWER/ CONSTRUCTION I I C 2 - i ®•` ^:, GENERATOR STAGING AREA-\ I I FUTURE FUTURE - BUILDING 4 I it STRUCTURE i t j STRUCTURE AERATION BAS14- ft Y I t •fMEUBACr 3 PRENTER LATER ASSEMBLY a=_ J �__A- ----lr " �__ --`=f.�?��=` % ,T -------� �•e I I \:� - 1:5I 1 11 H-1 III ------------ , MH yH \i ODOR CONTROL �� 3 � c c i 1 �ADMINISTRAMON , rt - •N" M �" z RU LDIW HEADWORKSZ:r-� n I C • DUN 1 ------ _ u, 4:i-1 �s c MH I I - 1 I I N 88'55'32- W - X081 4.`' N BE76'42" w - 307-9- �: —r —r —r r —r —• —. —+ ----+ ----r .—r �r ----r �r —r —. —r �r —f .---•r .—r —• —r —r —r —r —r —• ----r �. r —r —a —. —r r —r �r —r —r —r —. —. Fad. 5/6" Rebar Rod. "W J;kd. 5/8" Reber w wo #1199 Rebar w/Cep #1199 1 PROJECT NO. 8521-55875 FILE NAME: Camp Dresser & McKee Inc egl= -9 engineerng ron veer�ar. o�erol'ons rr ASOeia1ion Wa • NR5 Consultants • Oswald Engineering Inc .` LITTLE ROCK WASTEWATER LITTLE MAUMELLE WASTEWATER TREATMENT FACILITIES CONTRACT II —WASTEWATER FACILITY PROPOSED SITE PLAN SHEET NO. C_2 N 'DESIGNED By C. JOHNSON DRnrn eY B. TAL PLACIDO SHEET [HR � B✓ A. PASSOS CRoss CH'C e-: K. FERECHI w,lRDr_c J. HAYDEL Set 5/8" Rebar w/Cep #1199 2 ONE INCH AT FULL SIZE IF NOT ONE INCH SCALE ACCORDINGLY Poaid'on Calculated 1Lil r DATE OWN CHKO REMARKS MARCH 2008 Using 1979 Survey Plat • FTN Associates, LTD • NTB Associates, By Edward Smith RPLS #9 Hog hire Fence Fence Comer Northwest E114 Corner 30 0 60 0.5' South S88'271F 8.5' from Corner. Sec.10, T -2 -NR -14-1I SCALE IN FEET of Line. POB Rog Wire Fence _ 58'L`'�2" � _ � _ - - � r r— r— e— +._ .— e— =� r .— r— x— _— — •— -- '— -- '— '— _— -- =— '— '— '— °— "— '— :— :— :— _— _— :— _— :— : � �y— :— :— r—.ate �- .— .— .— :� J — SLUDGE TRUCK LOADING AREA \ Pod. Stone ` — WAS TRANSFER Northwest Corner I \ SIIl/4 591/4 ,/ L Lam_ �'` .._� �h �t �. PUMP STATION 1� �. �- r• �� h--G'-fir.-l,-- \ \'Fnd. Sec.10, T -2 -NR -14 -IF I - -- -- - - - - - -- - - - - - --- - --'------T-� - - - INFLUENT METER VAULT --- •— � r S 5/8" Fod. 5/6' ® 4.5'x4.5' Rebar w/Cap #1198- - - - - - - - - - -- -'- - -"- f ❑ PPG LAUNCHING Valve Pit ) I Rebar w/Cep #1198 N 900 N 800 Dille, N 600 Access N 500 N' 400 N' 300 N 200 I - :-ti� _ STATION ca�.N un o MS , 1 I I1 i P i j_ "meq I r i j 11 FUTURE 1 FUTURE F i�_ a , �` Mo I STRUCTURE I STRUCTURE ice. 1 I I JLIV I iG aBUILDING U --------- ---'--Y} BLOWER/ CONSTRUCTION I I C 2 - i ®•` ^:, GENERATOR STAGING AREA-\ I I FUTURE FUTURE - BUILDING 4 I it STRUCTURE i t j STRUCTURE AERATION BAS14- ft Y I t •fMEUBACr 3 PRENTER LATER ASSEMBLY a=_ J �__A- ----lr " �__ --`=f.�?��=` % ,T -------� �•e I I \:� - 1:5I 1 11 H-1 III ------------ , MH yH \i ODOR CONTROL �� 3 � c c i 1 �ADMINISTRAMON , rt - •N" M �" z RU LDIW HEADWORKSZ:r-� n I C • DUN 1 ------ _ u, 4:i-1 �s c MH I I - 1 I I N 88'55'32- W - X081 4.`' N BE76'42" w - 307-9- �: —r —r —r r —r —• —. —+ ----+ ----r .—r �r ----r �r —r —. —r �r —f .---•r .—r —• —r —r —r —r —r —• ----r �. r —r —a —. —r r —r �r —r —r —r —. —. Fad. 5/6" Rebar Rod. "W J;kd. 5/8" Reber w wo #1199 Rebar w/Cep #1199 1 PROJECT NO. 8521-55875 FILE NAME: Camp Dresser & McKee Inc egl= -9 engineerng ron veer�ar. o�erol'ons rr ASOeia1ion Wa • NR5 Consultants • Oswald Engineering Inc .` LITTLE ROCK WASTEWATER LITTLE MAUMELLE WASTEWATER TREATMENT FACILITIES CONTRACT II —WASTEWATER FACILITY PROPOSED SITE PLAN SHEET NO. C_2 'DESIGNED By C. JOHNSON DRnrn eY B. TAL PLACIDO SHEET [HR � B✓ A. PASSOS CRoss CH'C e-: K. FERECHI w,lRDr_c J. HAYDEL 2 ONE INCH AT FULL SIZE IF NOT ONE INCH SCALE ACCORDINGLY - OF - EV. R+o- r DATE OWN CHKO REMARKS MARCH 2008 • FTN Associates, LTD • NTB Associates, NOTE, The location of the Easement and Right-of-way over, NOTES. upon and across the lands depicted hereon is based t 1. CONTRACTOR TO PLACE ORANGE CONSTRUCTION FENCING IN TOTAL BUFFER AREA = 4.25 AC on the June 24, 1942 easement Deed recorded in Pulaski THE AREAS SHOWN ON THIS DRAWING. p TOTAL BUFFER AREA DISTURBED = 0.60 AC# r Co., Arkansas Deed Book 287, Page 500. X• BUFFER AREAS ARE TO BE PROTECTED AT ALL TIMES. PERCENT DISTURBED 50-FT BUFFER = 14.1° 3. BUFFER AREAS WHICN ARE DISTURBED ARE TO BE TOTAL FUTURE AREA = 2.59 AC LANDSCAPED IN ACCORDANCE WITH THE CITY OF LITTLE ROCK $ SUBDIVISION AND ZONING ORDINANCE SECTIONS 15-61 AND - 5/8' Rebar w/Cep TOTAL FUTURE AREA DISTURBED = 1.43 AC 15-85 AND CHAPTER 36, ARTICLE IX. Reference survey for 4. FUTURE AREAS ARE TO BE LEFT UNDISTURBED WHERE CDM by NT8 & Assoc. Dated: 8191/05 PRACTIBLE. Fence Corner Nortbeast Corner 250.00' Hag Aire Fence O S8B 27'W 9.5' Sec110, ST-2 N•R-14-A Set 518- ^`" •.•,� • once from Corner. S SRE6'48' It Rebar w/Cap .•i ,t•_•�.;q•.'y,•� . 0", le •-•.•.•. •.-.•.•.-_-.•. _ . . . . _ y _ El; frac' . F .. +� - ' S0' BUFFER (3.65 ACRES REMAINING) • • _• 1.8� Sautlf • a a _ • • • . . •Set 578-` ,.r., ,I.': t• „y. of. iipe. • .� a • Reb� If'/CLQ . - • • - �: - FUTURE ROAD . - — - _ •� - - - _ _ ' �. PLANT ROAD "B" ' . : W. AAFA - • • _ • _ r� _ - - - _ ;•:..n :.•c sor .Io°e� • • ! t _ ' - - 1i t 3 R B ISI I CO�iSTR1 iCTIOH CONTRACT II Y I ` —I W DI z- '� a �:; NGMUEs I ' , " f C A IFIHp 1 I �p SED POND - - - DETENTION POND • I 1 I N jr 1 I e I i' b EMPCRAR •. .. -- ;.tzIa I f i CIFJNEDAAEA p 1 1 11 I - W- ;''�IAsoF3z7a°D(> FUTURE L 999 S FUTU A�! _� _,��_J • W . -LIMIT. OF•-•- . . . .m ::''' )' _ _ Qy I II I I 1 • CONSTRUCTION • � / : . � I 1 �COHTRACT i1 CONTRA R UW ."_'.- 50' BUFFER .n+i ; ti . I - - _ iL.�b IIfL I I- IIE03MO w ;TORAO DISTURBED FOR `" let-cir�I► _�i —-�Ell .l . - ION PO O ROAD O ILL - .I" • (� ,, 1 _ tp OETE _ CONSTRUCT ON. I. I : 'I: • a • - . ' it II II �11 ! • . • • - • - • • . • " ,Iy•... ,.+': I Lj LIMITS flF . Ii3 CCNSTfiUCTION ' �=L� � I� ' � r � s ROW - --•-•••-•-•,.- II ' , �srT . . . . . ' - - --• m (PRIVATE RD) L _ -� • _ L' - I II 1 = J I / . • . • .. - . >I'rtrs o1�1IiFL • . . PLANT ROAD -9- SED. POND _ BIs4t-Ql-T4Y. EMPO - •. - . • • • • • - . . . . . . .-.-•- `ODOR r.ONT 1 r W .-.-.-:-'=. _ r w L . . . ' . . . . • . • . z w.a: J - .. ire .-.+..........a.a. `•y . . . . . . . . . .a. . . •. . a • C�l. . - . . . • • . • . • . • _ • . . . . . . . f . . . . . _ a _ • • ' • ' • ' • • + • , 50' BUFFER (3.65 ACRES REMAINING) _ of _ • ' - . + • _ . • • _ • • • a a • a . II !e rSs�"r . �. ' . {Il, . . . . _ ... • . ` .. . . kCkei wAr - • Set 5/8` Set 5/8- T. '. Robar w/Cap Rebar w/cap GRAPHIC SCALE I (IN FM) 1 meh - 60 R PROJECT No. 55874 RLE NAME 55874ECF.DWG CM Camp Dresser & McKee Inc. consalf;n9 :n9,hevnn9 opem6ons°� In Association Moth: NRS Consultants .Oswald EngineeringCONTRACT • FTN Associates. L70 • N78 Associates, Inc LITTLE ROCK WASTEWATER -LITTLE MAUMELLE WASTEWATER TREATMENT FACILITIES I -WASTEWATER FACILITY BUFFER AREAS FOR PLANT SITE SHEET NO. DESIGNED BY. DRAWN ,K„°NI°NnIN°W � sROS cHK'D E r.InHNcnN CROSS cNK•D 9Y: - APPROVED 9Y: n .InFINcnN DATE: ne-m-9nrw ^� ONE WCH Al FULL 51iE IF NOT ONE INCH SCALE ACOORDWOLV R v NO, DATE DRWH CHKD REMARKS 250.00' The location of the Easement and Right-of-way over, upon and across the lands depicted hereon is based TOTAL BUFFER AREA = 4.25 AC± on the June 24, 1942 easement Deed recorded in Pulaski TOTAL BUFFER AREA DISTURBED = 0.60 AC± Arkansas Deed Book 287, PERCENT DISTURBED 50 -FT BUFFER = 14.1% Co., Page 500. TOTAL FUTURE AREA = 2.59 AC TOTAL FUTURE AREA DISTURBED = 1.43 AC Set 5/8 - Rebar s/Cep E 50' BUFFER DISTURBED FOR ROAD 50•FT ROW (PRIVATE RD) NOTES: 1. CONTRACTOR TO PLACE ORANGE CONSTRUCTION FENCING IN THE AREAS SHOWN ON TKI5 DRAWI N C. 2. BUFFER AREAS ARE TO BE PROTECTED AT ALL TIMES. 3. BUFFER AREAS WHICH ARE DISTURBED ARE TO BE LANDSCAPED IN ACCORDANCE WITH THE CITY OF LITTLE ROCK SUBDIVISION AND ZONING ORDINANCE SECTIONS 15-81 AND 15488 AND CHAPTER 36, ARTICLE IX. 4. FUTURE AREAS ARE TO BE LEFT UNDISTURBED WHERE PRACTIBLE. yy-�+ Hog Wire Fence 9 WN'92' 6 - 1091.43' 1�iJD .%•� �•.w.•-� •U.Y SbutL -. . .• . . . - - r .3i. ; •�.' . • % 'If line . . . . • -+ •Feats ` . ` . • • + • Y�y` N � � {� 50 r ' BUFFER (3.65 ACRES REMAINING) ` _ r 7.8p� }South r ` • - '" °r ` - - - FUTURE ROAD - r . :. _ ^.• . �4 . �rT �` PLANT ROAD ^B" •. F .-f u`sosAREA �e) '' .�I:Lzz• _ �� i -� _ R B Lq t WHOI , '� 1 NM TREES I I 1 A CJAJIFIE1� :�'+� ��• I I 1 !1 1 N I II (; N j �1 a I I I m i G EARED AAFA p I I I U 1 1 1 ! I� FUTURE ( FUTU�—cal��a •;: •.n ! 1 17 I I Lase Set 5/8 - Rebar x/Cep SED. POND 1-7 I _SED.----------- - - -- - - - ` • . - ` r ` ` - . - • ' - ,50' BUFFER (3.65 ACRES REMAINING) . .�-.! . . . . . . . .•. . . . . . . . . . . GRAPHIC SCALE (TN 1T6f ) 1 bob - 50 1L 1 IO R$ RA AT Id7:T� ruF'�r: fN 00 01 3.66 N7tbha 5/8" Rebar a/Cep '- FF - '.• LITTLE ROCK WASTEWATER - LITTLE MAUMELLE WASTEWATER TREATMENT FACILITIES CONTRACT I - WASTEWATER FACILITY 11 1 I II "'—�__ �T .�. S66 27'W 3.5' Sec.10, T-2-N,R-14-W jai .Iy ^N` • . •• • - • • • • .Set 5%'@. Reb F/C&j � r CONSTRUCTION, REV. O. DATE DRWN CHRO REMARKS z _ —__v.. ' _ L. _ Imo_ 1 II 1 1 �1 I — t' — PLANT ROAD'B" CONSTRUCTIO_N . . . CONTRACT 11 I. . . ... .. - - _ PLANT ROAD -A" .._ • - DETENTION POND- - • ' • ~W ODOR CONT r 1 C C lj F r '.' 'LIMIT OF, -,- ��.. -•.•_••'_ - CONSTRUCTION - CONY RACT i!: _- DE3I CONTRA •.. _ ... a RA 50 "•' •.•.•.•.•. • "I a BTORJNWA Set 5/8 - Rebar x/Cep SED. POND 1-7 I _SED.----------- - - -- - - - ` • . - ` r ` ` - . - • ' - ,50' BUFFER (3.65 ACRES REMAINING) . .�-.! . . . . . . . .•. . . . . . . . . . . GRAPHIC SCALE (TN 1T6f ) 1 bob - 50 1L 1 IO R$ RA AT Id7:T� ruF'�r: fN 00 01 3.66 N7tbha 5/8" Rebar a/Cep '- Reference survey for CDM by NTB & Assoc. LITTLE ROCK WASTEWATER - LITTLE MAUMELLE WASTEWATER TREATMENT FACILITIES CONTRACT I - WASTEWATER FACILITY Dated. 8/31/05 SHEET NO. Fence Corner Nortbeast Corner ` SWI/4 SE1/4 S66 27'W 3.5' Sec.10, T-2-N,R-14-W from Corner. 3 8TZE'42' B 307.95' • . •• • - • • • • .Set 5%'@. Reb F/C&j .4 ... . REV. O. DATE DRWN CHRO REMARKS LIMITS OF' - CONSTRUCTIO_N . . . CONTRACT 11 I. . . ... .. • .._ • - DETENTION POND- - • ' • _ F r '.' 'LIMIT OF, -,- ��.. -•.•_••'_ - CONSTRUCTION - CONY RACT i!: _- DE3I CONTRA •.. _ ... a RA 50 "•' •.•.•.•.•. • "I a BTORJNWA .m. . • - a D ON PO D •�, r . . . - ,$krb o1-AP&L S&tr b/Be•++ •• + • • + - . kfbaG + +..+ Set 5/8- $1ET4Y T. +,6jj'- . . . . Rebar wlCep '- PROJECT NO. 55874 FILE NAME: 55674ECF.DWG CM Camp Dresser & McKee Inc. 1a°= 914�5 •�m��9 CalstNrlmn cpemfions A—Ci.ii- With: • NRS Consultants .Oswald Engineering • FWAssociates. LTD • N18 Associates, Inc LITTLE ROCK WASTEWATER - LITTLE MAUMELLE WASTEWATER TREATMENT FACILITIES CONTRACT I - WASTEWATER FACILITY BUFFER AREAS FOR PLANT SITE SHEET NO. DESIGNED By: DRAWN W. SHEEP CHK'D Bf: P-111HNCnN cRoss cHK'D er: - r.InNNcnN AAm n4VED �` DAA: t14-m-7nna ONE INCH AT FULL SIZE IF NOT ONE INCH SCALE ACCORDINGLY REV. O. DATE DRWN CHRO REMARKS Project Location: C:\WorkSpece\AdministrativeMaps\NewTreatmentSites\AlternateConstructionRoutes.mxd Elevation Legend 540-580 510-540 480-510 450-480 420-450 390-420 360-390 330-360 300-330 270-300 248-270 20' Contours 0 320 640 1,280 Feet RF: 1:7,200 Date Printed: Un.ca.Uo NOTE. - The location of the Easement and Right-of-way over, f it j upon and &crass the lands depicted hereon is based on the June Z4, 1942 easement Deed recorded in Pulaski -V 1 Ir Co., Arkansas Deed Book 287, Page 500. LATTICE 1 f TOWER j Fnd. Stone + Northwest Corner t SW1/4 SE1/4 I Fence Corner N45°51 'E 0.5' Sec.10, T -2 -NR -14-W 1 Fence Corner 'I from Stone. S68°27'W 3.5' I it 1 from Corner. S88°55'32"E Nog Wire Fence S 88'55'32° E - 1081.43' ; 250.00' _. _ g 1 Set 5/8" Rebar w/Cap Basis of Bearings Grid North Based on PAGIS Poin t #2082 Scale: 1"=200' Se t 5/8 " Rebar w/C Legal Description I fLie a.5' South of Line. 1.8' Suta of Lt�e. 5/8" Rebar w/Cap Reference survey for CDM by NTB & Assoc. Dated: 8/31/05 Northeast Corner SWI/4 SEI/4 Sec.10, T -2 -NR -14-W S 88'26'42' E 307.95' 4.5' x 4.5' Valve Pit 1026.71' '42" E 5/8" Rebar w/Cap Reference survey for CDM by NTE & Assoc. Dated: 8/31/05 Northeast Corner SEI/4 SE1/4 Sec.10, T -2 -NR -14-W 1 Set 518" c Rebar -/Cap 0 ml i i 11.03 ACRES �, $ KV C4+ I w West of AP&LLAT77CE 1 Right -Of -Way TOWER wl21 1 o #106 ca ►vaY �tI\, o ht-of� ��M ? �i�s-4.25 ACRES�� z cement and Rig �� z �! Right - Off -Way I 50 Ea nl ' OWNER: --3`86 BARES — f Set 5/B" 1 MR. Eugene M. Pfeifer tfIlUun AP&L I Rebar Cap' R`4" -Of -way _ N_ 88'55'32" R - 1081.43' _ .. - N 88°26'42" W 307.95' 1 I See Detail i'A" 1 All that part of the South Half of the Southeast Quarter of Section 70, Township 2 North, Range14 West, Pulaski County, Arkansas more fully { described as follows: / + Commencing at a stone marking the northwest corner of the Southwest Quarter of the Southeast Ouorter of said section 10 run thence S 88'55'32" E olang the north line thereof for a distance of 750.00 feet to a 518' dia. rebor with cop P199 marking the northwest' corner of thistract and Point of Beginning of the lands to be described herein. Thence continue S 88'5532" E along the said north line for at a distance of 1087.43 feet to a 5/8" dio. rebor marking the northeast corner of the said Southwest Quarter of the Southeast Ouarter; Thence 5 88'26 42" E for a distance of 307.95' to a 5/8" did. rebor marking the northeast corner of this tract' Thence 5 01'3945" W for a distance of 500.00 feet to a 5/8" dia. rebor with cap 11199 marking the southeast corner of this tract; Thence N 88"2642" W parallel with the north line of the 5614heast Ouarter of the Southeast Quarter for a distance of 30795 feee to a 5/8" dio rebor with cop 11199; Thence N 86'5537" W porallel with the said north line of the Southwest Quarter of the Southeast Ouarter at a distanoe of 065 feet pass ❑ point on the ease line of the Southwest Quarter of the Southeast Quarter, and in 011 1081,43' feet to a 518" dio rebor with rap 01199 marking the southwest corner of this tract said pain! being 250.00 feet east of the west GiTe of the said Southwest Quarter of the Soulhease Qucrter• Thence N 01'39'45" E parallel with the said west line for a distance of 600.00 feet to the Point of Beginning and cantaining 14.89 acres 0 the SWI/4 SE7/4, 4.25 acres in the SE1/4 SE1/4, 19.14 acres in all more or less. 112/06/05 I Revised BoundaryAaVad i Eoa&mene and A;2At-^or .1 10/05/05 `dna 7f 7942 Easmant Dmd. 1 Recorded in Deed Book 287, at Page 500 Pulaski County, Arkon 1 DATE 1 DESCRIP77ON REVISI❑NS .-W - 1081.43_ x. 0,65:_N 88'26'42" W 307.95' 1 f / 1 / Detail 'A" (NTS) NOTES: 1.) Ownership supplied by others. Other easements or restrictions of record may exist. 2.) Utilities os spawn were derived from above ground physicof svidence. 3.) This map and survey it is based on does not constitute the following: A.) Environmental Assessment. B.) Wetlands or Flood Hazard Determination C.) Subsurface Determination. LEGEND & FOUND MONUMENT AS SHOWN O SET 5/0 ' REIAR L CAP A CALCULATED POSITION FOR THE USE AND BENEFIT OF: CDM I HEREBY CERTIFY THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY SUPERVISION, THAT ALL VISIBLE ENCROACH.VENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND OR SET, AS SHOWN, TO THE REST OF MY KNOWLEDGE AND ABILITY. THIS SURVEY IS MADE FOR THE PARTIES LISTED HEREON. THE BEARINGS SHOWN ON THIS PLAT ARE GRID AND ARE TO BE USED TO DEFINE GENERAL DIRECTION AND TRUE ANGLE AT INTERSECTION OF PROPERTY AND LAND LINES. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD. IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. EQUIPMENT USED DURING SURVEY: GTS -511 SERIES TOPCON TOTAL STATION TOCON-HUSKY FS/GS DATA COLLECTOR RESEARCH MATERIAL USED TO DETERMINE LAND OWNERSHIP AND BOUNDARY LINES: A) GENERAL LAND OFFICE (GLO) PLATS & NOTES B) SURVEY PLAT BY EDWARD G. SMITH & ASSOC. DATED 8\ 16\ 73 C) SURVEY PLAT BY DONALD W. BROOKS DATED 2\10\04 D) SURVEY PLAT BY DONALD W. BROOKS DATED 5\06\99 E) SURVEY PLAT BY BEN KITTLER JR. DATED 5\26\92 F) SURVEY PLAT BY TROY LAHA DATED 6\16\88 G) AP&L RIGHT OF WAY PERMIT BK.1263 PG.371 OF THE RECORDS OF PULASKI CO., ARKANSAS PBR 500 -02N -14W-0-10-200-60-1199 Su2� LITTLE MAUMELLE WASTEWATER TRE NTB SASS ASSOCIATES, INC.I JCM ROCK 18 CORPOOTE'DR.. SUFM ZW *LITTLE WASTEWATER BY UTIU ROCK, AR 72202 i (a1aeB,—� UTILITY (501)280-0411 (FAX) cm Date: _ Exh n.\, --A.-- r, \rnm ,.......�+or P7nrili+v n'5147\T1WG\19AC revised 100505,dw0 Legal Description Being a strip of land 50 feet wide lying in that part of the South Half of the Southeast Quarter of is'ction 10, Township 2 North, Range 14 West, Pulaski County, Arkansas more fully described as follows. Commencing at a stone marking the northwest corner of the Southwest Quarter of the Southeast Quarter of said section 10 run thence S 88'5532" E along the north line thereof for a distance of 250.00 feet to a 5/8" die. rebar with cap ,01199 marking the northwest corner of that certain 19.140 acre tract belonging to Little Rock Wastewater Utility, Thence with the west line of said 19.140 acre tract S 01'39'45" W for a distance of 403.69 feet to the northeast corner and a 5/8" rebar with cap for the Point of Beginning of the strip of land 50 feet wide to be described herein. Thence continue S 01'39'45" W along the east edge of said strip of land 50 feet wide for at a distance of 50.00 feet to a 5/8" rebar with cap; Thence N 88'20'15" W a distance of 21.32 feet to a 5/6" rebar with cap; Thence around a curve to the right having a radius of 550 feet, a length of 122.32 feet, a chord bearing of N 81'57'57" W and a chord length of 122.07 feet to a 5/8" rebar with cap; Thence N 75'35'40" W at a distance of 141.26' to a 5/8" rebar with cap; S 88�2 45 E :Afou Thence around a curve to the left having a radius of 220 feet, a length of 96.95 feet, a chord bearing of N 88'10'47" W and a chord length of 95.87 feet to a 5/8" rebar with cap; Thence S 79'14'06" W for a distance of 143.10 feet to a 5/8" rebar with cap; Thence around a curve to the right having a radius of 270 feet, a length of 184.35 feet, a chord bearing of 'N 81'12'17" W and a chord length of 160.79 feet to a 5/8" rebar with cap; Thence N 61038'40" W for a distance of 137.29 feet to a 5/8" rebar with cap; NO Thence around a curve to the left having a radius of 220 feet, a length of 161.64 feet, a chord i� Position bearing of N 82'41'34" W and a chord length of 158.03 feet to a 5/8" rebar with cap; USIng 197 Thence S 76'15'31" W for a distance of 197.85 feet to a 5/8" rebar with cap; By Edward Thence around a curve to the left having a radius of 220 feet, a length of 123.55 feet, a chord North w bearing of S 60'10'15" W and a chord length of 121.93 feet to a 5/8" rebar with cap; Sy�,lrf/+ Thence S 44'04'58" W for a distance of 89.69 feet to a 5/8' rebar with cap; Sec.10, L Thence around a curve to the left having a radius of 220 feet, a length of 31.88 feet, a chord bearing of S 395553" W and a chord length of 31.85 feet to a 5/8" rebar with cap; Thence S 35'4649" W for a distance of 26.01 feet to a 5/8" rebar with cap; Thence around a curve to the left having a radius of 220 feet, a length of 132.71 feet, a chord bearing of S 18'2958" W and a chord length of 130.70 feet to a 5/8" rebar with cap; Thence S 01'13'07" W for a distance of 18.57 fact to a 5/8" rebar with cap; Thence around a curve to the left having a radius of 220 feet, a length of 65.57 feet, a chord bearing of S 07'19'11" E and a chord length of 65.33 feet to a 5/8" rebar with cap; Thence S 15'51 29" E for a distance of 6.71 feet to a 5/8" rebar with cap for the southeast corner of said strip of land 50 feet wide; Thence S 74'08'31 " W for a distance of 50.00 feet to a 5/8" rebar with cap for the southwest corner of said strip of land 50 feet wide; Thence N 15'5129" W for a distance of 6.71 feet to a 5/8" rebar with cap; Thence around a curve to the right having a radius of 270 feet, a length of 80.47 feet, a chord bearing of N 07'19'11 " W and a chord length of 80.17 feet to a 5/6" rebar with cap; Thence N 01'13'07" E for a distance of 18.57 feet to a 5/8" rebar with cap; Thence around a curve to the right having a radius of 270 feet, a length of 162.87 feet, a chord bearing of N 18'2958" E and a chord length of 160.41 feet to a 5/8" rebar with cap; Thence N 35'4649" E for a distance of 26.01 feet to a 5/8" rebar with cap; Barb wir- S 88`41 36 " E 1324.94 ' Begin Barb wire ` Fence 23' East & 8.7' South 1.7' South of Line. of Line. 25.2' South 11.7' South 7.6' South 19.6' South of Line. 24.1' South of Line. I Li m en t Found 3 est -2-N,R-14-W a ne. i of Line. Old Hog wire of Lia.. Calculated Fence Other easements or restn'ctions of record Survey Plat L-498. H1 4t'34 Thence around a curve to the right having a• radius of 270 feet, a length of 151.63 feet, a chord Smith RPLS #9 S E CIO. =193-94' ~ ground physical evidence. ' 'J 1� 54!'39':5^1 POB CH=N60'10'15� R=Z20' 4 SWl /4 CIH. =149.64'. 5{g_1591�r 6=220 •Sy rr4 r L 15o.zr CH=S81'12'17$ FOR THE USE AND BENEFIT OF: I CHL =15603' � g3 'k L=123.55 CH=N39'55'53"E CH=S60%0'I5'W mgr R=270' CHL =39.09' .c,a3 CHL =121.93' 1.71 acres in � f a R=220, That an Easement and Right-of-way over, upon and (� •� lP91.88• CDM Z) R=270' CN=55755'53^! 1.,-� CIH. =31.85'2. CH=N1829'S8"E 0 0 6 A across the lands not depicted hereon exists and is based CHL =160.41' / I R=220' Ind.5/8" (�JJl�'l / L=t32.71' CH=Slf129'S8^P CHL =130.70' j �/�/ ,��1 T LAND �/% /]�/ on the June 24, 1942 easement Deed recorded in Pulaski i 1. ■ 1 �. 3' l/ 1L .,t..l.0 1 1 7 L! O R=270' 'c R=220' L=65.57' Co., Arkansas Deed Book 287, Page 500. d. H7' CH=SO719'I1B HNO C=N0T19'll^! CHL =65 WEST RIDGE RD f Fn d. 3/4" Pipe II 944.3' East & 0.15' MR. Eug-en e M. Pfeifer = Si5'S179?1 Fn d. 3/4" Pipe 6.71' N75'fil'247 ' in Fence line Fence Corner North of Line. Cp Fnd. Stone 525.9' East & 0.28' N36'12'E 0.6' = O Northwest Corner North of Line. from Pipe.. Fence Corner Fence Corn el 0.46' North V45'51,E 0.5' of Line. from Stone. � Z SWI14 SEl 4 Sec.10, 14 SER -14-W I Barb wir- S 88`41 36 " E 1324.94 ' Begin Barb wire ` Fence 23' East & 8.7' South 1.7' South of Line. of Line. 25.2' South 11.7' South 7.6' South 19.6' South of Line. 24.1' South of Line. I Li m en t Found 3 est -2-N,R-14-W a ne. i of Line. Old Hog wire of Lia.. Calculated Fence Other easements or restn'ctions of record Survey Plat L-498. H1 4t'34 Thence around a curve to the right having a• radius of 270 feet, a length of 151.63 feet, a chord Smith RPLS #9 S E CIO. =193-94' ~ ground physical evidence. ' R=270'{W15 Corner L=151.63' 1� 54!'39':5^1 POB CH=N60'10'15� R=Z20' 4 SWl /4 CIH. =149.64'. 5{g_1591�r 6=220 •Sy rr4 r L 15o.zr CH=S81'12'17$ Thence around a curve to the right having a radius of 270 feet, a length of 198.38 feet, a chord 85 L=181.64' lei l9T C9=N62'41'34$ �� =147.31' f t48-1� R=Z70' R=220' L=39.12' CHL =15603' � g3 'k L=123.55 CH=N39'55'53"E CH=S60%0'I5'W mgr R=270' CHL =39.09' .c,a3 CHL =121.93' 1.71 acres in L=184.35' cB=Net'1z'1Tx a R=220, SEI/4 SWI/4 CHL =16D7W •� lP91.88• Z) R=270' CN=55755'53^! 1.,-� CIH. =31.85'2. CH=N1829'S8"E 0 0 6 A D L CHL =160.41' / I R=220' Ind.5/8" / L=t32.71' CH=Slf129'S8^P CHL =130.70' T Jj�� Jj' f]�-7 j�� j � ®' � �� /�/ ,��1 T LAND �/% /]�/ S i 1. ■ 1 �. 3' l/ 1L .,t..l.0 1 1 7 L! O R=270' 'c R=220' L=65.57' 0 WNER: d. H7' CH=SO719'I1B HNO C=N0T19'll^! CHL =65 CHML _°°" pg 51 6.733' MR. Eug-en e M. Pfeifer = Si5'S179?1 6.71' N75'fil'247 Thence around a curve to the right having a radius of 270 feet, a length of 39.12 feet, a chord NOTES: bearing of N 395553" E and a chord length of 39.09 feet to s 5/8" rebar with cap; 1,) Ownership supplied by others. Thence N 44'0456" E for a distance of 89.69 feet to a 5/8" rebar with cap; Other easements or restn'ctions of record may exist. Thence around a curve to the right having a• radius of 270 feet, a length of 151.63 feet, a chord 2) lj/,Wes as Shown wem defi'ved from above bearing of N 60'10'15" E and a chord length of 149.64 feet to a 5/6" rebar with cap; ground physical evidence. ' Thence N 76'15'31 " E for a distance of 197.85 feet to a 5/8" rebar with cap; ✓..) %his mop and survey it is based on 54!'39':5^1 POB does not constitute the following: Thence around a curve to the right having a radius of 270 feet, a length of 198.38 feet, a chord A.% Environmental Assessment. bearing of S 82'41'34" E and a chord length of 193.94 feet to a 5/8" rebar with cap; B.) Wetlands or Flood Hazard Oeterminctibn Thence S 61'38'40" E for a distance of 137.29 feet to a 5/6" rebar with cap; C 1 Suh.aurface Cetermination. Thence around a curve to the left having a radius of 220 feet, a length of 150.21 feet, a chord bearing of S 81'12'17" E and a chord length of 147.31 feet to a 5/8" rebar with cap; Thence N 79'14'06" E for a distance of 143.10 feet to a 5/8" rebar with cap; Thence around a curve to the right having a radius of 270 feet, a length of 118.61 feet, a chord bearing of S 88'10'47" E and a chord length of 117.66 feet to a 5/8" rebar with cap; j Thence S 753540" E for a distance of 141.26 feet to a 5/8' rebar with cap; !! Thence around a curve to the left having a radius of 500 feet, a length of 111.20 feet, a chord bearing of S 81'5757" E and a chord length of 110.97 feet to a 5/8" rebar with cap; I DATE t7fSCHIPo7ON Thence S 88'20'15" E for a distance of 21.32 feet to the Point of Beginning and containing 12,690 sq. ft. or 0.291 acres in the SIF1/4 SE1/4, 1.71 acres in the SE1/4 SW1/4, 2.006 acres in all more or less. I REVISIONS I f LEGEND Basis of Bearings CI FOUND MONUMENT AS SHOWN Grid North o SET 7v8 ' NEaAR s CAP Based on PAGIS G CALCULATED POSITION Point #2082 Scale: 1 "=200' R=270' L=118 61' CH=SSWI1 '471 CHL =11766' S88'55'32"E 250.00' fn d. 5/8 " Rebar w/Cap ' # 1199 a t7 0.291 acres in 3 SWI/4 SE1/4 R=900' L-4 t1.20' CH=581'57'57 CHL'=110.97' 938'2015$ 121.92" Hog Wire Fence Fence 0.5' South of Line. R=220' L=96.95 141.x• CH=NBWIC'47^I O CHL =95.67' O R=550' L=122.32' 54!'39':5^1 POB CH=N81'57'57'T 50.00' CHL -122 07' N88'20'15'V 21.32' Ind.5/8" -Rebar w/Cap~ TUU U 4UU NM ASSOCIATES, INC. ENGINEERS - S"RVE101S LITTLE ROCK ,a CORPORA -M 4- � 2DR., 5722 zoo � O WASTEWATER BY LiTIf (50 6602 (501)280-0411 (FAX) I HEREBY CERTIFY THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY SUPERVISION, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. THIS SURVEY IS MADE FOR THE PARTIES LISTED HEREON. THE BEARINGS SHOWN ON THIS PLAT ARE GRID AND ARE TO BE USED TO DEFINE GENERAL DIRECTION AND TRUE ANGLE AT INTERSECTION OF PROPERTY AND LAND LINES. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SURDMSION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. EQUIPMENT USED DURING SURVEY.• GTS -511 SERIES TOPCON TOTAL STATION TOCON-HUSKY FS/GS DATA COLLECTOR RESEARCH MATERIAL USED TO DETERMINE LAND OWNERSHIP AND BOUNDARY LINES: A) GENERAL LAND OFFICE (GLO) PLATS & NOTES B) SURVEY PLAT BY EDWARD G. SMITH & ASSOC. C) SURVEY PLAT BY DONALD W. BROOKS DATED Z\ 10\ 04 D) SURVEY PLAT BY DONALD W. BROOKS DATED 5\06\99 E) SURVEY PLAT BY BEN KITPLER JR. DATED 5\26\92 F) SURVEY PLAT BY TROY LANA DATED 6\16\88 G) AP&L RIGHT OF WAY PERMIT BK1263 PG.371 OF THE RECORDS OF PULASKI CO., ARKANSAS LITTLE MAUMELLE WASTEWATER TREATMENT PLANT CIS Date: Exhibit No. P;\Projects\Survey\Paul\05147\AccessRoad-05147.dw9 ]VOTE.- f The location of the Easement and Right-of-way over, upon and across the lands depicted hereon is based on the June 24, 1942 easement Deed recorded in Pulaski I Ky I Co., Arkansas Deed Book 287, Page 500. ] LATTICE TOWER f I i NOTES.- F! f iI 5/8" Rebar w/Cap 1.) Ownership supplied by others. fl I = J Reference survey for 5/8" Rebar w/Cap Other easements or restrictions of record Fnd. Stone J I CDM by NIB & Assoc. Reference survey for may exist. I Dated: 8131105 CDM by NTB & Assoc. 2.) Utilities as shown were derived from above Northwest Corner Dated: 8/31/05 ground physical evidence. Fence Corner SW1/4 SE1/4 Northeast Corner 3. This mo and survey it is based on N45"51 E 0.5' Sec.10, T -2 -NR -14-W Fence corner I SWI/4 SE1 4 Northeast Corner ) P Y l / SEI/4 SEl/4 does not constitute the following: from Slone. S68°27'W 3.5' Sec.10, T -2 -NR -14-W Sec.10, T -2 -NR -14-W A.) Environments/ Assessment. I T from Corner. I • B.) Wet/ands or Flood Hazard Determination !I C.) Subsurface Determination. S86°55'32"E Hog wire FenGa S $8'55'32" E - 10$1.43' ..�«._ S 86'26'42' E 1026.71' 250.00' 307.95' 3 8 26'42" E Fence Ferfoe 14.5' x 4.5' LEGEND Set 5/8" 0.5' South l.6' s aG8 Valve Pit Rebar w Ca of Line. of Lie. • FOUND M[dn11ENT AS SHOWN / p I OB - - -r - O SET 5/6 ' REDAR L CAP iy1 - ~, •, f v 1 , Set 5/8" a CALCULATED POSITION Rebar w/Cap cl + o x m c � o 00 11.03 ACRES �"' 200 4 West of AP&L 4 g r,,1r7 CE l° w1 Right -Of -Way ' TOWER wa 1 D #108 iw ZI 1 m chtwa9I _I 4.25 ACRES�� r" zl t anti Rl� o z s East of AP&L Basis of Bearings aseyoela z o Right -Of -Way FOR THE USE AND BENEFIT OF: Grid North�I Based on PAGISCDM1280 �CDMPoin t ,2082 O WNER: 1 i Scale: 1 "=200' I F`� 3, B6 ACRES„— f Set 5/8 ” MR. Eugene M. Pfeifer Within AP&L j Rebar w/Cap. Set 5/8 " nigh t -Of- Way Rebar w/Cap _ _ N 88°55'32" W - 1081.43' N 88'26'42" W ' 307.95' See Detail I"A" Legal Description I j All that part of the South Half of the Southeast Quarter of Section 10, Township 2 North, Range14 West, Pulaski County, Arkansas more fully described as follows: Commencing at a stone marking the northwest corner of the Southwest Quarter of the Southeast Quarter of said section 10 run thence S 68'55'.72." E along the north line thereof far a ekecnce of 250.00 feet to a 51$" diarebar with cop ,/I I99 m0fkin9 the north,rest corner of this tract and Paint of Beginning of the /ands to be described herein, Thence continue S 88'55;32" E along the said north line for at a distance of 1081.43 feet to a 518" dio. rebar marking the northeast corner of the said Southwest Quarter of the Southeast Quarter, - Thence S 88'2642" E for a distance of 307.95' to a 518" did. rebar marking the northeast corner of this tract; Thence S 01'39'45"' W for a distance of 600.00 feet to 0 518" dio. rebar with cap #1199 marking the southeast corner of this tract; Thence N 58'2642" W parallel with the north line of fhe Southeast Quarter of the Southeast Quarter for d distance of 30795 feet to 0 518" dia rebar with cap J1199; Thence N $$'55]2"' W parallel with the said north line of the Southwest Quarter of the Southeast Quarter at c distance of 0.65 feet Pass o paint on the Bost line of the Southwest Ouarter of the Sautheast ouarter. and in a/1 1061.43' feet to a 518" dia rebar with cap '01199 marking the southwest comer of this tinct said paint being 250.00 feet east of the west line of the said Southwest Ouorler of the Southeast Quarter; Thence N 01'39'45" E parallel with the said west line for a distance of 600.00 feel to the Point of Beginning and containing 14.89 acres in the SW114 SE7/4, 4.25 acres in the SE114 SE7/4, 19.14 acres in all more or less. 12/06/05 Revised Boundary PBR Added Easement and Right-of-way. June 24,1942 Easment Deed. 10/05/05 Recorded in Decd Book 257, at JCM Page 500 Pulaski County, Arkansas. - ** DATE OESCRIP77ON BY REVISIONS '32"-j - 1081.43' 0.65' N 88'26'42" W 1 307.95 Detail 'A" (NTS) I HEREBY CERTIFY THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY SUPERVISION, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. THIS SURVEY IS MADE FOR THE PARTIES LISTED HEREON. THE BEARINGS SHOWN ON THIS PLAT ARE GRID AND ARE TO BE USED TO DEFINE GENERAL DIRECTION AND TRUE ANGLE AT INTERSECTION OF PROPERTY AND LAND LINES. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. EQUIPMENT USED DURING SURVEY: GTS -511 SERIES TOPCON TOTAL STATION TOCON-HUSKY FS/GS DATA COLLECTOR RESEARCH MATERIAL USED TO DETERMINE LAND OWNERSHIP AND BOUNDARY LINES: A) GENERAL LAND OFFICE (GLO) PLATS & NOTES B) SURVEY PLAT BY EDWARD G. SMITH & ASSOC. DATED 8\16\73 C) SURVEY PLAT BY DONALD W. BROOKS DATED 2\ 10\ 04 D) SURVEY PLAT BY DONALD W. BROOKS DATED 5\06\99 E) SURVEY PLAT BY BEN KITTLER JR. DATED 5\26\92 F) SURVEY PLAT BY TROY LAHA DATED 8\16\88 G) AP&L RIGHT OF WAY PERMIT BK.1263 PG.371 OF THE RECORDS OF PULASKI CO., ARKANSAS 500 -02N -14W-0-10-200-60-1199 IrM ASSOCIATES, INC, ENGINEERS - SURVEYORS GIS 18 CORPORATE DR., SUC E 200 [aTTL(5011)Ge;+-53a042 (501)280-0411 [FAX] LITTLE ROCK 4 WASTEWATER UTILITY !LITTLE MAUMELLE WASTEWATER TREATMENT PLANT 2 - u CP Date: Exhibit No. D \Landprc j3\CDM wastewater-Facility_05147\DWG\19AC-revised_100505.dwg i Legal Description Being a strip of land 50 feet gide lying in that part of the South Half of the Southeast Quarter of Section 10, Township 2 North, Range 14 West, Pulaski County, Arkansas more fully described as follows: Commencing at a stone marking the northwest corner of the Southwest Quarter of the Southeast Quarter of said section 10 run thence S 88'5532" E along the north line thereof for a distance of 250.00 feet to a 5/8" die. rebar with cap ,/1199 marking the northwest corner of that certain 19.140 acre tract belonging to Little Rack Wastewater Utility, Thence with the west line of said 19.140 acre tract S 01'3945" W for a distance of 403.69 feet to the northeast corner and a 5/8" rebar with cap for the Point of Beginning of the strip of land 50 feet wide to be described herein. Thence continue S 01'3945" W along the east edge of said strip of land 50 feet wide for at a distance of 50.00 feet to a 5/8" rebar with cap; Thence N 88'20'15" W a distance of 21.32 feet to a 5/8" rebar with cap; Thence around a curve to the right having a radius of 550 feet, a length of 122.32 feet, a chord bearing of N 81'5757" W and a chord length of 122.07 feet to a 5/8" rebar with cap; ' h FOR THE USE AND BENEFIT OF.- CDM F: CDM 1 WEST RIDGE RD Fn d. 3/4" Pipe in Fence Line 525.9' East & 0.28' North of Line. garb wire Thence N 75 35 40 W at a distance of 141.26 to a 5/8 rebar with cap; .S 88 L12 45 E 1,32,9.55,- Thence around a curve to the left having a radius of 220 feet, alength of 96.95 feet, a chord ' bearing of N 88'10'47" W and a chord length of 95.87 feet to a 5/8" rebar with cap; Begin Barb Wire Thence S 79'14'06" W for a distance of 143.10 feet to a 5/8" rebar with cap; ' Fence 23' East & 1 7' South of Line Fence Corner N36°12'E 0.6' from Pipe. S 33'41'J6" E 1324.94 ' 8.7' South of Line. I CFR, =156.03' �• � � - 7. r 1 25.2' South 241• South South ' 19.6' South of Line. 81'12'17" and a chord length of 180.79 feet to a 5 8" rebar with ca g / P� Other easements or restrictions or record �� CH=S60.10'15'W f of Line. of Lice. That an Easement and Right-of-way over, upon and No Ho ri m en t Found d 1.'71 acres in across the lands not depicted hereon exists and is based Thence around a curve to the left having a radius of 220 feet, a length of 161.84 feet, a chord Position Calculated the June 24, 1942 easement Deed recorded in Pulaski ion W Co., Arkansas Deed Book 287, Page 500. Fn d. 3/4 " Pipe L=19638' CH=S8Z41'34"E Thence S 76'15'31 " W for a distance of 197.85 feet to a 5/6" rebar with cap; 944.3' East & 0.15' ®�� 2.006 C" North of Line. Cp Fnd. Stone 1pgt5rl'`� O Northwest Corner Fence corner Fence Corner � SE1/4 0.46' North X45'51 E 0.5' =SW114 Sec,10, T -2 -NR -14-W or Line' from Stone. f S88'S5'32"E r-� Hog Wire Fence Thence around a curve to the right having a radius of 270 feet, a length of 184.35 feet, a chord bearingof N W CFR, =156.03' �• � � - 7. r 1 25.2' South 241• South South ' 19.6' South of Line. 81'12'17" and a chord length of 180.79 feet to a 5 8" rebar with ca g / P� Other easements or restrictions or record �� CH=S60.10'15'W f of Line. of Lice. Thence N 61'3640' W for a distance of 137.29 feet to a 5/8" rebar with cap; No Ho ri m en t Found d 1.'71 acres in of Line. Old Hog wire Thence around a curve to the left having a radius of 220 feet, a length of 161.84 feet, a chord Position Calculated CH=N8t12'17'1 CHL =16079' Fence R=270' bearing of N 82'41'34" W and a chord length of 158.03 feet to a 5/8" rebar with cap; Using 1973 Survey Plat R=270' CH=S39'S5'531t L=19638' CH=S8Z41'34"E Thence S 76'15'31 " W for a distance of 197.85 feet to a 5/6" rebar with cap; By Edward Smith RPLS #9'=19_'x' ®�� 2.006 C" Thence around a curve to the left having a radius of 220 feet, a length of 123.55 feet, a chord ' Northwest Corner R_270' R=270' 1pgt5rl'`� bearing of S 60'10'15" W and a chord length of 121.93 feet to a 5/8" rebar with cap; SEI/4 SW114 CH=N60'10'15'E CHL =14964' �$� R=220' 15' 1 r R=22U 47y �0� L=150.21' Thence S 44'0458" W for a distance of 89.69 feet to a 518" rebar with cap; / p; See.10, T -2 -NR -14-W / lylJ65 L=18484' CH=SBP7-31' CH=N82'41.34W f0�l�0} CHL =147-31' _ Thence around a curve to the left having a radius of 220 feet, a length of 31.88 feet, a chord bearing of S 39'55'53" W and a chord length of 31.85 feet to a 5/8" rebar with cap; Thence S 354649" W for a distance of 26.01 feet to a 5/8" rebar with cap; Thence around a curve to the left having a radius of 220 feet, a length of 132.71 feet, a chord bearing of S 18'2958" W and a chord length of 130.70 feet to a 5/8" rebar with cap; Thence S 01'13'07" W for a distance of 18.57 feet to a 5/8" rebar with cap; Thence around a curve to the left having a radius of 220 feet, a length of 65.57 feet, a chord bearing of S 07'19'11 " E and a chord length of 65.33 feet to a 5/8" rebar with cap; Thence S 15'51'29" E for a distance of 6.71 feet to a 5/8" rebar with cap for the southeast corner of said strip of land 50 feet wide; Thence S 74'08'31 " W for a distance of 50.00 feet to a 5/8" rebar with cap for the southwest corner of said strip of land 50 feet wide; Thence N 15'51'29" W for a distance of 6.71 feet to a 5/8" rebar with cap; Thence around a curve to the right having a radius of 270 feet, a length of 60.47 feet, a chord bearing of N 07'19'11' W and a chord length of 80.17 feet to a 5/8" rebar with cap; Thence N 01'13'07" E for a distance of 18.57 feet to a 5/8" rebar with cap; Thence around a curve to the right having a radius of 270 feet, a length of 162.87 feet, a chord bearing of N 18'2958" E and a chord length of 160.41 feet to a 5/8" rebar with cap; Thence N 35'4649" E for a distance of 26.01 feet to a 5/8" rebar with cap; r\ � R=278' CFR, =156.03' �• � � - L=39.12' h 1x123.55 CH=N39'55'53'E � Thence N 44'04'58" E for a distance of 89.69 feet to a 5/8" rebar with cap; Other easements or restrictions or record �� CH=S60.10'15'W may exist. R=270'~ CHL =39.09' A, a9 CFD, =121.93' 1.'71 acres in 1x184.35' 9 a R=no' SEI/4 SW1/4 CH=N8t12'17'1 CHL =16079' •*� a L=31.86' bearing of S 82'41'34" E and a chord length of 193.94 feet to a 5/8" rebar with cap; A.) Environmentcl Assessment. R=270' CH=S39'S5'531t B.) Wetlands or Flood Hazard Determinction L=162.87 CRL =%M' CH=NIB'29'S6'E 1 ®�� 2.006 C" CHL =16(1.41' / /18_220' l • Fence 11.7' South fn d. 5/8" 0.5' so aGb of Line. t` Rebar W/CaD of tine. -132.71=13 IN 501 S STRIP OF LAND CH=SI,29.".V CHL =L30.70' 8=270' L-45-5 0 WNER: L=60.47' 1=65-37' CH=N0T19'1111 CH=307119'11'E CFD, =60.17' CHL =65 33' } S 671' MR. Eugen e M. Pfeifer 513517.9 6.71' N1.ri'S1'297 Thence around a curve to the right having a radius of 270 feet, a length of 39.12 feel, a chord NOTES: bearing of N 39'5553" E and a chord length of 39.09 feet to a 5/8" rebar with cap; 1.) Ownership supplied by others. Thence N 44'04'58" E for a distance of 89.69 feet to a 5/8" rebar with cap; Other easements or restrictions or record � CH=N8l5T5Tll may exist. Thence around a curve to the right having a• radius of 270 feet, a length of 151.63 feet, a chord 2.) Utilities as s.0owl7 were derived from Gbove bearing of N 60'10'15" E and a chord length of 149.64 feet to a 5/8" rebar with cap; jrprvr7d phyS'iCa1 eVddi?Ce. ' Thence N 76'15'31" E for a distance of 197.85 feet to a 5/8" rebar with cap; J) This mop end survey it is based on Thence around a curve to the right having a radius of 270 feet, a length of 198.38 feet, a chord does not constitute the following.' bearing of S 82'41'34" E and a chord length of 193.94 feet to a 5/8" rebar with cap; A.) Environmentcl Assessment. Thence S 61'3640" E for a distance of 137.29 feet to a 5/8" rebar with cep; B.) Wetlands or Flood Hazard Determinction C 1 .Suhsurfoce Determination Thence around a curve to the left having a radius of 220 feet, a length of 150.21 feet, a chord bearing of S 81.12'17" E and a chord length of 147.31 feet to a 5/8" rebar with cap; Thence N 79'14'06" E for a distance of 143.10 feet to a 5/8" rebar with cap; Thence around a curve to the right having a radius of 270 feet, a length of 118.61 feet, a chord bearing of S 88'10'47" E and a chord length of 117.66 feet to a 5/8" rebar with cap; j Thence S 75'3540" E for a distance of 141.26 feet to a 5/8" rebar with cap; Jli Thence around a curve to the left having a radius of 500 feet, a length of 111.20 feet, a chord bearing of S 81'5757" E and a chord length of 110.97 feet to a 5/8" rebar with cap; DATE OfSCR1P7IpN Thence S 88'20'15" E for a distance of 21.32 feet to the Point of Beginning and containing 12,690 sq. ft. or 0.291 acres in the SWI/4 SE1/4, 1.71 acres in the SE1/4 SWI/4, 2.006 acres in all more REVISIONS or less. R=270' L=116.61' CH=S3r1� 47'E CHL =11766' S88'20'15'E . 21.32' LR.=BBS' X41, 7 CH=YBI#1C'47�1 O� V �ii t �✓ :i F:, h.�j S0!'3775y POB � CH=N8l5T5Tll 50.00• CLD,=122 07 4 k LEGEND Basis of Bearings O FUUND MDra1NENT AS SHUVN Grid North o SET er8 ' REaAR a CAP Based on PAGIS G CALCULATED POSITI13H 0111 t , 2082 -Rebar w/Cap Scale: I "=ZOO' R=270' L=116.61' CH=S3r1� 47'E CHL =11766' S88'20'15'E . 21.32' LR.=BBS' X41, 7 CH=YBI#1C'47�1 O� CHL =95.87' O R=550' L=122.32' S0!'3775y POB � CH=N8l5T5Tll 50.00• CLD,=122 07 H9W2D't57 -� fnd.5/8" .V -Rebar w/Cap ' �¢ NM ASSOCIATES, INC. ENGINEERS - SURVEYORS LITTLE ROCK * 18 CORPORATE DR., SUITE 200 WASTEWATER IJT7l {�ROCK.&-AO CM (507)280-0411 (FAX) I HEREBY CERTIFY THAT THE HEREON PLATTED AND DESCRIFED SURVEY WAS COMPLETED UNDER MY SUPERVISION, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. THIS SURVEY IS MADE FOR THE PARTIES LISTED HEREON. THE BEARINGS SHOWN ON THIS PLAT ARE GRID AND ARE TO BE USED TO DEFINE GENERAL DIRECTION AND TRUE ANGLE AT INTERSECTION OF PROPERTY AND LAND LINES. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. EQUIPMENT USED DURING SURVEY.• GTS -511 SERIES TOPCON TOTAL STATION TOCON-HUSKY FS/GS DATA COLLECTOR RESEARCH 4L4TERIAL USED TO DETERMINE LAND OWNERSHIP AND BOUNDARY LINES: A) GENERAL LAND OFFICE (GLO) PLATS & NOTES B) SURVEY PLAT BY EDWARD G. SMITH & ASSOC. C) SURVEY PLAT BY DONALD W BROOKS DATED 2\10\04 D) SURVEY PLAT BY DONALD W. BROOKS DATED 5\06\99 E) SURVEY PLAT BY BEN ffi9TLER JR. DATED 5\26\92 F) SURVEY PLAT BY TROY LAHA DATED 8\16\68 G) AP&L RIGHT OF WAY PERMIT BK.1263 PG.371 OF THE RECORDS OF PULASKI CO., ARKANSAS LITTLE MAUMELLE WASTEWATER TREATMENT PLANT GIS P:\Projects\Survey\Paul\05147\AccessRoad-0514Tdw9 NOTE.- „ The location of the Easement and Right-of-way over. upon and across the Lands depicted hereon is based i w on the June 24, 1942 easement Deed recorded in Pulaski i 1 KV 3 C ., Arkansas Deed Book 287, Page 500. LATTICE West of AP&L TOWER 1 I Right- Of- WBy 5/8" Rebar w/Cap j ori 2 Reference survey for j Fnd. Stone h and gilt-of f j 4� CDM by NTB & Assoc. Northwest Corner _ lent 1 Dated: 8/31/05 T SWl/4 SEI/4 Northeast Corner I+ Fence Corner N45"51 E 0.5' Sec.10, T -2 -NR -14-W Fence Corner SWI/4 SEI/4 from Stone. S68'27'W 3.5 1111 Sec.10, T -2-N, F. -14-W I 1 from Caraer.` i r Basis of Bearings Grid North Based on PAGIS Point #2082 Scale: 1"=200' Legal Description S88°55'32"E 250.00' Set 5/8" Rebar w/Cap G' of 0 0 m i Dal vl a �I 0 z Set 5/8 " Rebar w/C, Wire Feace S 86°5'0'32"_1i' Fence 0.5' South of Line. .43' j ! S 88'26'42" E 307.95' Faik/ 1 4.5' x 4.5' nth Valve Pit of IJ�e_ NOTES: 1.) Ownership supplied by others. 5/8" Rebar w/Cap Other easements or restrictions of record Reference survey for may exist CDM by NTB & Assoc. 2.) Utilities as shown were derived from above Dated: 8/31/05 ground physical evidence. Northeast Corner 3) This map and survey it is based on SE1/4 SEI/4 does not constitute the following. Sec.10, T-2-N,R-14-W A_) Environmental Assessment. B.) Wetlands or Flood Hazard Determination 1026 71 C.) Subsurface Determination. n26B 42" E J LEGEND All that pare of the South HcP of the Southeast Ouorfer of Section 70, Township 2 Noreh, Range 14 West, Pulaski County, Arkansas more fully described as follows, Commencing at a stone marking the northwest corner of the Southwest Ouarter of the Southeast Oucrter of said section 10 run thence S 88'55'32" E along the north line thereof for a distance of 250,00 feet eo a 5%S" dia. rehor with cap 11199 marking the narthwest corner of this tract and Paint of Beginning of the lands to be described herein. thence continue S 88'55 32" E along the said north line for at a distance of 1081.43 feet to a 5/8" dia. rebor marking the northeast corner of the said Southwest Ouarter of the Southeast Ouorter, Thence S 88'26'42" E for a distance of 307.95' to a 5/8" dia. rebor marking the northeast corner of (his tract; Thence S 01'J945" W for a distance of 600.00 feet to a 518" aio- rebor with cap (1199 marking the southeast corner of this tract; Thence Al 88"2642" W parallel with the north line of the Southeast Quarter of the Southeast quarter for o distonce of 307.95 feet to a 5/8" dia rebor with cap J719.9; Thence N 88'55:32" W parallel with the said nO&h line of the Southwest Quarter of the sal thenst ouarter at o distance of 0, 65 feet pass a point on the east tine Of the Southwest Quarter of the Southeast Quarter; and rh a/f 10B7.4J' fest to a 5/8" did rebar with cop #1199 marking the southwest corner of this tract said point being 250.00 feet east of tha Nest line of the said Southwest Ouarter of the Sauthecst Ouarter,• Thence N 01'39'45" E parallel with the said west tine for a distance of 600.00 feet to the Point of aeginhing and containing 14.89 acres in the SWI/4 SE7/4, 4.25 acres in the 5EI/4 SE7/4, 19.14 acres in all more or less. 12/06/05 Revised Boundary - --- - .Added Easement and Right -of - 10/05/05 'June 24, f942 Easment Deed. Recorded in Deed gook 287, at Page 500 Pulaski County, Arkan DATE DESCRIP77ON _ REVISIONS - 1081.43L ;C 0.65' :�,4 N 88'26'42" W ! 307.95' Detail 'A" (NTS) • FCUND MCNUMENT AS SHOWN o SET 5/9 ' REDAR L CAP 0 CALCULATED PCSITION FOR THE USE AND BENEFIT OF.- CDM F: CDM I HEREBY CERTIFY THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY SUPERVISION, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. THIS SURVEY IS MADE FOR THE PARTIES LISTED HEREON. THE BEARINGS SHOWN ON THIS PLAT ARE GRID AND ARE TO BE USED TO DEFINE GENERAL DIRECTION AND TRUE ANGLE AT INTERSECTION OF PROPERTY AND LAND LINES. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND PLAN_NI,VG AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. EQUIPMENT USED DURING SURVEY.• GTS -511 SERIES TOPCON TOTAL STATION TOCON-HUSKY FS/GS DATA COLLECTOR RESEARCH MATERIAL USED TO DETERMINE LAND OWNERSHIP AND BOUNDARY LINES: A) GENERAL LAND OFFICE (GLO) PLATS & NOTES B) SURVEY PLAT BY EDWARD G. SMITH & ASSOC. DATED 8\16\73 C) SURVEY PLAT BY DONALD W. BROOKS DATED 2\ 1O\ 04 D) SURVEY PLAT BY DONALD W. BROOKS DATED 5\06\99 E) SURVEY PLAT BY BEN KITTLER JR. DATED 5\26\92 F) SURVEY PLAT BY TROY LANA DATED 8\16\88 G) AP&L RIGHT OF WAY PERMIT BK.1263 PG.371 OF THE RECORDS OF PULASKI CO., ARKANSAS PBR500-02N-14W-0-10-200-60-1199 -�_ _ __V �_V' _..- ___� �. _.__-_�..__ LITTLE MAUMELLE WASTEWATER TREAT MEN PLANT JCM i`�BGIASSOCIATES, S ENGINEERS EYORINSC LITTLE RACK 3 2 18 CORPORATE1DR., SUITE 2na WASTEWATER BY Urf1E ROCK. AR 72202 Cm 1 (501)8"-&W UTILITY (501)280-0+11 (Fur) 1 Date: Exhibit No. n.\i ..—.i--- :-��rnnn r—;lits f1S1d7\n1Jr\19AC rovicorl 1f105ci5.dWo „ Set 5/8 o Rebar w/Cap _ w 11.03 ACRES ,,; Kv West of AP&L 2- LATTICE 4�1sI Right- Of- WBy oI #108 t. 4*It) j ori t °fii1i � _ �i �� 4.25 ACRES�� tr' h and gilt-of z East �AP&L _ lent $ R ght Of- Wey 50, Ea Senf Ca O WNER: 280 " ' '�-- 3.86 ACRES, ---z I Set 5/8 MR. Eugen e M. Pfeifer ; Within AP&L Rebar w/Cap, Right -Of -Way , N 66°55'32" W - 1081.43' _ `' N 68°26'42" W 307.95' i See Detail i'A" t All that pare of the South HcP of the Southeast Ouorfer of Section 70, Township 2 Noreh, Range 14 West, Pulaski County, Arkansas more fully described as follows, Commencing at a stone marking the northwest corner of the Southwest Ouarter of the Southeast Oucrter of said section 10 run thence S 88'55'32" E along the north line thereof for a distance of 250,00 feet eo a 5%S" dia. rehor with cap 11199 marking the narthwest corner of this tract and Paint of Beginning of the lands to be described herein. thence continue S 88'55 32" E along the said north line for at a distance of 1081.43 feet to a 5/8" dia. rebor marking the northeast corner of the said Southwest Ouarter of the Southeast Ouorter, Thence S 88'26'42" E for a distance of 307.95' to a 5/8" dia. rebor marking the northeast corner of (his tract; Thence S 01'J945" W for a distance of 600.00 feet to a 518" aio- rebor with cap (1199 marking the southeast corner of this tract; Thence Al 88"2642" W parallel with the north line of the Southeast Quarter of the Southeast quarter for o distonce of 307.95 feet to a 5/8" dia rebor with cap J719.9; Thence N 88'55:32" W parallel with the said nO&h line of the Southwest Quarter of the sal thenst ouarter at o distance of 0, 65 feet pass a point on the east tine Of the Southwest Quarter of the Southeast Quarter; and rh a/f 10B7.4J' fest to a 5/8" did rebar with cop #1199 marking the southwest corner of this tract said point being 250.00 feet east of tha Nest line of the said Southwest Ouarter of the Sauthecst Ouarter,• Thence N 01'39'45" E parallel with the said west tine for a distance of 600.00 feet to the Point of aeginhing and containing 14.89 acres in the SWI/4 SE7/4, 4.25 acres in the 5EI/4 SE7/4, 19.14 acres in all more or less. 12/06/05 Revised Boundary - --- - .Added Easement and Right -of - 10/05/05 'June 24, f942 Easment Deed. Recorded in Deed gook 287, at Page 500 Pulaski County, Arkan DATE DESCRIP77ON _ REVISIONS - 1081.43L ;C 0.65' :�,4 N 88'26'42" W ! 307.95' Detail 'A" (NTS) • FCUND MCNUMENT AS SHOWN o SET 5/9 ' REDAR L CAP 0 CALCULATED PCSITION FOR THE USE AND BENEFIT OF.- CDM F: CDM I HEREBY CERTIFY THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY SUPERVISION, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. THIS SURVEY IS MADE FOR THE PARTIES LISTED HEREON. THE BEARINGS SHOWN ON THIS PLAT ARE GRID AND ARE TO BE USED TO DEFINE GENERAL DIRECTION AND TRUE ANGLE AT INTERSECTION OF PROPERTY AND LAND LINES. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND PLAN_NI,VG AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. EQUIPMENT USED DURING SURVEY.• GTS -511 SERIES TOPCON TOTAL STATION TOCON-HUSKY FS/GS DATA COLLECTOR RESEARCH MATERIAL USED TO DETERMINE LAND OWNERSHIP AND BOUNDARY LINES: A) GENERAL LAND OFFICE (GLO) PLATS & NOTES B) SURVEY PLAT BY EDWARD G. SMITH & ASSOC. DATED 8\16\73 C) SURVEY PLAT BY DONALD W. BROOKS DATED 2\ 1O\ 04 D) SURVEY PLAT BY DONALD W. BROOKS DATED 5\06\99 E) SURVEY PLAT BY BEN KITTLER JR. DATED 5\26\92 F) SURVEY PLAT BY TROY LANA DATED 8\16\88 G) AP&L RIGHT OF WAY PERMIT BK.1263 PG.371 OF THE RECORDS OF PULASKI CO., ARKANSAS PBR500-02N-14W-0-10-200-60-1199 -�_ _ __V �_V' _..- ___� �. _.__-_�..__ LITTLE MAUMELLE WASTEWATER TREAT MEN PLANT JCM i`�BGIASSOCIATES, S ENGINEERS EYORINSC LITTLE RACK 3 2 18 CORPORATE1DR., SUITE 2na WASTEWATER BY Urf1E ROCK. AR 72202 Cm 1 (501)8"-&W UTILITY (501)280-0+11 (Fur) 1 Date: Exhibit No. n.\i ..—.i--- :-��rnnn r—;lits f1S1d7\n1Jr\19AC rovicorl 1f105ci5.dWo Legal- Description Being a strip of land 50 feet ride lying in that part of the South Half of the Southeast Quarter of Section 10, Township 2 .Korth, Range 14 West, Pulaski County, Arkansas more fully described as folio ws. Commencing at a stone marking the northwest corner of the Southwest Quarter of the Southeast Quarter of said section 10 run thence S 88'5532" E along the north line thereof for a distance of 250.00 feet to a 5/8" die. rebar with cap ,#'1199 marking the northwest corner of that certain 19.140 acre tract belonging to Little Rock Wastewater Utility, Thence with the west line of said 19.140 acre tract S 0139'45" W for a distance of 403.69 feet to the northeast corner and a 5/8" rebar with cap for the Point of Beginning of the strip of land 50 feet wide to be described herein. h FOR THE USE a� 9 1 WEST RIDGE RD Fn d. 3/4 " Pipe Thence continue S 01'39'45" W along the east edge of said strip of land 50 feet wide for at a [\ in Fence Line distance of 50.00 feet to a 5/8" rebar with cap; r %+ � 525.9' East & 0.28' Thence N 88'20'15" W a distance of 21.32 feet to a 5/6" rebar with cap; �r North of Line, Thence around a curve to the right having a radius of 550 feet, a length of 122.32 feet, a chord bearing of N 81'57'57" W and a chord length of 122.07 feet to a 5/8" rebar with cap; Thence N 75'35'40" W at a distance of 141.26' to a 5/6" rebar with cap; S 58'02'45 ' E 1329.55 r Thence around a curve to the left having a radius of 220 feet, a length of 96.95 feet, a chord ' bearing of N 88'10'47" W and a chord length of 95.87 feet to a 5/8" rebar with cap; Thence S 79.14'06" W for a distance of 143.10 feet to a 5/8" rebar with cap; Thence around a curve to the right having a radius of 270 feet, a length of 184.35 feet, a chord bearing of 'N 81'12'17" W and a chord length of 160.79 feet to a 5/8" rebar with cap; AND BENEFIT OF.- CDM F: CDM Fence Corner N36°12'E 0.6' from Pipe. Darb wire i S UU `4 1 30 " E 1J24-94' r ,f No o um en t Found A bearing of S 18'29'58" W and a chord length of 130.70 feet to a 5/8" rebar with cap; 1' A of ne. wire Fence 23' East & 1.7' South Of Line. { , 8.7' South That an Easement and Right-of-way over, upon and i bearing of N 82'41'34" W and a chord length of 158.03 feet to a 5/8" rebar with cap; across the lands not depicted hereon exists and is based j !� on the June 24, 1942 easement Deed recorded in Pulaski t L,,j Co., Arkansas Deed Book 287, Page 500. Fn d. 3/4 " Pipe of Line. of Line_ off IJae. io Thence around a curve to the left having a radius of 220 feet, a length of 123.55 feet, a chord 944.3' East & 0.15' R=270' L=t51.83' x{�lSa7 197 aRi North of Line. cp Fnd. Stone CR=t16(.10'15-E CHL =149.64' O Northwest Corner Fence Corner Fence Corner / SWI/4 SEI/4 a.as' North N45'S1'E 0.5' = Sec -10, T -2 -NR -14-W of Line. from Stoae. S88'55'32"E Hog Wire Fence 250.00' Begin Barb wire ,f No o um en t Found A bearing of S 18'29'58" W and a chord length of 130.70 feet to a 5/8" rebar with cap; 1' A of ne. wire Fence 23' East & 1.7' South Of Line. Position Calculated , 8.7' South ' . R=270' 96 bearing of N 82'41'34" W and a chord length of 158.03 feet to a 5/8" rebar with cap; 7 South of Line. !� 25.2' south 11,7' south 24. u Thence S 76'15'31 " W for a distance of 197.85 feet to a 5/8" rebar with cap; off Line. 19.6' South of Line. of Line_ off IJae. io Thence N 61'38'40" W for a distance of 137.29 feet to a 5/8" rebar with cap; ,f No o um en t Found A bearing of S 18'29'58" W and a chord length of 130.70 feet to a 5/8" rebar with cap; I Old Hog of ne. wire Thence around a curve to the left havinga radius of 220 feet, a length of 161.64 feet, a chord g Position Calculated •° g R=nO. Fence . R=270' 96 bearing of N 82'41'34" W and a chord length of 158.03 feet to a 5/8" rebar with cap; Using 1973 Survey Plat of said strip of land 50 feet wide; !� 36' C--1984l'34E Thence S 76'15'31 " W for a distance of 197.85 feet to a 5/8" rebar with cap; By Ed ward Smith RPLS #9 corner of said strip of land 50 feet wide; ®' /]�\/% TRIP Thence around a curve to the left having a radius of 220 feet, a length of 123.55 feet, a chord ' Northwest Corner R=270' L=t51.83' x{�lSa7 197 aRi '��7y. bearing of S 60'10'15" W and a chord length of 121.93 feet to a 5/8" rebar with cap; SE1 /4 SWI /4 CR=t16(.10'15-E CHL =149.64' - R=220' 15 Stir R=220 f3?��40 a L=150.2r Thence S 44'04'58" W for a distance of 89.69 feet to a 518' rebar with ca / P: See.10, T-2-N,R-14-W / 197 &S L=181.84 �CH=S81.12'17B CH=N82'41'341f • f i 1A CHL =147.31' ]I7 Thence around a curve to the left having a radius of 220 feet, a length of 31.88 feet, a chord bearing of S 395553" W and a chord length of 31.85 feet to a 5/6" rebar with cap; Thence S 354649" W for a distance of 26.01 feet to a 5/8" rebar with cap; Thence around a curve to the Jeff having a radius of 220 feet, a length of 1;12.71 feet, a chord L=3912' '�•5+ .4 bearing of S 18'29'58" W and a chord length of 130.70 feet to a 5/8" rebar with cap; g19�14'll6,rtr L{y.50 Thence S 01'13'07" W for a distance of 18.57 feet to a 5/8" rebar with cap; CN=58('!0'151! CHL =121.93' 1.71 acres in Thence around a curve to the left having a radius of 220 feet, a length of 6-.57 feet, a chord •° g R=nO. bearing of S 07'19'11" E and a chord length of 65.33 feet to a 5/8" rebar with cap; CN184.35E'1711 CEI, =180.79' Thence S 15"51'29' E for a distance of 6.71 feet to a 5/8" rebar with cap for the southeast corner ^ of said strip of land 50 feet wide; !� C7 RES CNL =100.41' ! I R=220' Thence S 74'08'31 " W for a distance of 50.00 feet to a 5/8" rebar with cap for the southwest corner of said strip of land 50 feet wide; ®' /]�\/% TRIP Thence N 15'51'29" W for a distance of 6.71 feet to a 5/8" rebar with cap; L--111.20' C=Scn H81'S7'S7'$ Thence around a curve to the right having a radius of 270 feet, a length of 80.47 feet, a chord =. bearing of N 07'19'11" W and a chord length of 80.17 feet to a 5/8" rebar with cap; / 21.2' Thence N 01'13'07" E for a distance of 18.57 feet to a 5/8" rebar with cap; DINNER: Thence around a curve to the right having a radius of 270 feet, a length of 162.87 feet, a chord CH=N0r80.47' CH=557" CR=NOT19'lllf CH=50799'11$ CHL =80.17' r CRL =6533" bearing of N 18'2958" E and a chord length of 160.41 feet to a 5/6" rebar with cap; Pfeifer Thence N 35'4649" E for a distance of 26.01 feet to a 5/8" rebar with cap; CHI, =158.03' J?,�� ♦ �r t4j•'" c R=Z7O' `. �� L=3912' '�•5+ .4 R=220' L=123.55' g19�14'll6,rtr L{y.50 tR=N39`55'53'8 3°- •i ' � n Y� pA CN=58('!0'151! CHL =121.93' 1.71 acres in `fir B=270 •° g R=nO. SE1/4 SW!/4 CN184.35E'1711 CEI, =180.79' - a L=31.98' 0.291 acres in R=270' C11=MT55'53'T CH=Nl37 CHL X1.85' CR=N18'29'58'E I C7 RES CNL =100.41' ! I R=220' • I L=132.71'1 CH= 918'29'51!'19 CH=136.7°' ®' /]�\/% TRIP �/'�/ ,iii T AID L--111.20' C=Scn H81'S7'S7'$ o sea'zo 15'S 7 1 3 4 J� i! 8 3J1 1 7�L / 21.2' R=Z20 DINNER: CH=N0r80.47' CH=557" CR=NOT19'lllf CH=50799'11$ CHL =80.17' r CRL =6533" MR. Eugene M. Pfeifer SIV411 6.7L' 315'51'297' 8.7[' Y1SKe'7vY Thence around a curve to the right having a radius of 270 feel, a length or J9.le tees, a cnora NOTES: bearing of N 39'55'53" E and a chord length of 39.09 feet to a 5/8" rebar with cap, 1.) Ownership supplied by others. Thence N 44'0458" E far a distance of 89.69 feet to a 5/8" rebar with cap; Other easements or restrictions of record may exist. Thence around a curve to the right having a• radius of 270 feet, a length of 151.63 feet, a chord 2) Utilities as shown were derived from above bearing of N 60'10'15" E and a chord length of 149.64 feet to a 5/6" rebar with cap; ground physical evidence. - Thence N 76'15'31 " E for a distance of 197.85 feet to a 5/8" rebar with cap; ,3) This mOp and survey it 45 based on Thence around a curve to the right having a radius of 270 feet, a length of 198.38 feet, a chord does not constitute the following: bearing of S 82'41'34" E and a chord length of 193.94 feet to a 5/8" rebar with cap; A.) Environmental Assessment. Thence S 61'38'40" E for a distance of 137.29 feet to a 5/8" rebar with cap; B.) Wetlands or Flood HOZord Determinct:on C.) Subsurface Cetermination. Thence around a curve to the left having a radius of 220 feet, a length of 150.21 feet, a chord bearing of S 81'12'17" E and a chord length of 147.31 feet to a 5/8" rebar with cap; Thence N 79'14'06" E for a distance of 143.10 feet to a 5/8" rebar with cap; Thence around a curve to the right having a radius of 270 feet, a length of 118.61 feet, a chord bearing of S 88'10'47" E and a chord length of 117.66 feet to a 5/8" rebar with cap; i Thence S 7535'40" E for a distance of 141.26 feet to a 5/8" rebar with cap; !� 1 Thence around a curve to the left having a radius of 500 feet, a length of 111.20 feet, a chord bearing of S 81'5757" E and a chord length of 110.97 feet to a 5/8" rebar with cap; DATE OESCRlr:7CN Thence S 88'20'15" E for a distance of 21.32 feet to the Point of Beginning and containing 12,690 sq. ft. or 0.291 acres in the SWI/4 SEI/4, 1.71 acres in the SE1/4 SWI/4, 2.006 acres in all more REVISIONSor less. -A t l LEGEND Basis of Bearings a FaUND MU KNT AS SHCvtl Grid North o XT 3/8 • rtEaul L CAP Based on PAGIS G CALCULATED POSITICN Poin t ,21782 Scale: I "=200' R=270' L--11861' CH=S88'!�47 7 CHL =11766' R=220' L=9&95' CH=488'.0 371E CHL =95.87' 200 0 400 NM ASSOCIATES, INC. ENGINEERS - SURVEYORS LITTLE ROCK 18 RDR.,SUITE 200 LITME ROCK. FR 72202 WASTEWATER (501)564-6`180 (501)280-0411 (FAX) em 4D O R=550' L=122.32' . SOL'09'4511 POB Ai -sr 71 50.00' � �'-122.07 N88'20'IST in d. 518 -Rebar w/Capyf 1 . I HEREBY CERTIFY THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY SUPERVISION, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. THIS SURVEY IS MADE FOR THE PARTIES LISTED HEREON. THE BEARINGS SHOWN ON THIS PLAT ARE GRID AND ARE TO BE USED TO DEFINE GENERAL DIRECTION AND TRUE ANGLE AT INTERSECTION OF PROPERTY AND LAND LINES. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, S(,BDIVJSfON RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. EQUIPMENT USED DURING SURVEY.• GTS -511 SERIES TOPCON TOTAL STATION TOCON-HUSKY FS/GS DATA COLLECTOR RESEARCH MATERIAL USED TO DETERMINE LAND OWNERSHIP AND BOUNDARY LINES.- A) INES:A) GENERAL LAND OFFICE (GLO) PLATS & NOTES B) SURVEY PLAT BY EDWARD G. SMITH & ASSOC. C) SURVEY PLAT BY DONALD W. BROOKS DATED -\10\04 D) SURVEY PLAT BY DONALD W. BROOKS DATED 5\06\99 E) SURVEY PLAT BY BEN A77TLER ✓R. DATED 5\26\92 F) SURVEY PLAT BY TROY LAMA DATED 8\16\88 G) AP&L RIGHT OF WAY PERMIT BK1263 PG.371 OF THE RECORDS OF PULASKI CO., ARKANSAS P;\Projects\Survey\Paul\05147\,4ccessRoad-05147,dwg Fence fn d. 5/8" 0.5' Soutb Rebar w/Cap of Line' # 1199 a, 0 C7 0.291 acres in 3 SWI/4 SE1/4 rn R=500' L--111.20' C=Scn H81'S7'S7'$ o sea'zo 15'S 14,1V &- CHL -110.97' / 21.2' O R=550' L=122.32' . SOL'09'4511 POB Ai -sr 71 50.00' � �'-122.07 N88'20'IST in d. 518 -Rebar w/Capyf 1 . I HEREBY CERTIFY THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY SUPERVISION, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. THIS SURVEY IS MADE FOR THE PARTIES LISTED HEREON. THE BEARINGS SHOWN ON THIS PLAT ARE GRID AND ARE TO BE USED TO DEFINE GENERAL DIRECTION AND TRUE ANGLE AT INTERSECTION OF PROPERTY AND LAND LINES. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, S(,BDIVJSfON RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. EQUIPMENT USED DURING SURVEY.• GTS -511 SERIES TOPCON TOTAL STATION TOCON-HUSKY FS/GS DATA COLLECTOR RESEARCH MATERIAL USED TO DETERMINE LAND OWNERSHIP AND BOUNDARY LINES.- A) INES:A) GENERAL LAND OFFICE (GLO) PLATS & NOTES B) SURVEY PLAT BY EDWARD G. SMITH & ASSOC. C) SURVEY PLAT BY DONALD W. BROOKS DATED -\10\04 D) SURVEY PLAT BY DONALD W. BROOKS DATED 5\06\99 E) SURVEY PLAT BY BEN A77TLER ✓R. DATED 5\26\92 F) SURVEY PLAT BY TROY LAMA DATED 8\16\88 G) AP&L RIGHT OF WAY PERMIT BK1263 PG.371 OF THE RECORDS OF PULASKI CO., ARKANSAS P;\Projects\Survey\Paul\05147\,4ccessRoad-05147,dwg