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HomeMy WebLinkAboutZ-4285-B Map 5- ONE - - ONE ONE -�- _ _ S87'30'43"E w ONE - 1603.75 484,483 48�' 487 48p �S9 SB a HE - - - _ _ _ - - - FD. REBAR & .A A }� ` c9 __ 465 - ` - - _ - CAP "NAPIER" Lamin FL©W - 468 °�� / -- yy® 8" APPROXIMATE LOCATION PER LRWU�WEB SITE CLAY y 480 3" CHERRY _ ���y SSMH 3142® ®_ _ _ _ v SSMHy 3140 SWMH/H.z165 j / . > RIM 429.63 r -- .---oy,<- .P RIM 427.16 RIM 483 52 3' CHERRY- `/ o IN CESS BLE F y 8" CLAY FROM S. 15" RCP TO TO S.W'47902 , y A 4�z STORAGE 24" SO.: CONC. J¢ BUILD NGV ��9 INV. 425.55 W. ASE WITH CROSS v v �( / �y\G Pte+ IG# 2158 8 RC = P r F RIM 485.15 \ �, M MORTAL \ R- S ATUE FL IN 18" RCP FROM E. 480.02 18 �'- / ' ,4 CHINA BERR F.F. 467.87 ASPHALT 3 T E' -. TREI _ /' T S s b FL IN 15" CLAY FROM S.E. 480.93 \ o ���. ',� DOUBLE 36" DOOR 00 FL OUT 12" CLAY TO N.W. 479.87 \ 4 ' y 1 A C @4, -`�� - ,e r PAD F.F. 467.85 �. SWMH# 2154 Q\N O A ` A DOUBLE 36" DOOR RIM 483.62pE�yy FL IN 12" RCP FROM S. 478.83 Rye \ 'Na 0 --- FL FL IN 18" RCP FROM E. 478.74 �OG�y r� FL IN FROM N. 478.62 \ ,` + `�. sr 36 3 } \ tE y' ELEC. PLAY, D S+ 0 \ p o WOODEN p s FL OUT 18" RCP TO N.W. 478.57 \ \�9>, / \ p 0 Q� r BRIDGE 4i' CLOCK ` PQi' t6 Q Z^ - / 488 sreS \ !, WObDEN !,`s 0 s 2 STAIRS{' v� , l y° ELECTRIC SWMH# 2152 SCOREBOARD RIM 484.09 y 11 I FL OUT 16" CLAY TO N. 477.28 7110 ' \ y IG# 1857 ASPHALT \ - y°� RIM 467.83 a'3 t SWMH# 1957 \ y °2ND GRATE AT 466.43 A RIM 486.66 11\\ ASPHALT y`y NV. 463.33 Q FL IN 15" CLAY FROM S. 482.09 0 \\ y'\ POSSIBLE SUBMERSIBLE FL IN 15" PVC FROM S.E. 482.07 ��� VA dy',� PUMP NO PIPE GOAL FL OUT 15" CLAY TO N.W. 482.12 UTILITY POLE NTH ELEC. POSTS BOX 3' TALL 4X4 `POST10 Py s IG# $1'48 \ ROOF RIM e4'A6.54 as DRAIN 10" QVC TO N.E.�B. rs r LEGEND ®INV. 483.69 \\\\� ' CONCRETE A� A SURVEY CONTROL MONUMENT CURB LINE SIDEWALK 7. (TYPE AS NOTED) -OOF -ONE- -ONE- OVERHEAD ELECTRIC LINE -DRAIN f� ELEVATION BENCHMARK OR �- V LOCATION OF BUILDING FLOOR ELEVATION -X % FENCE _ \\ 4 cc STORM DRAIN GRATE - _ _ _ _ _ - - - - - STORM WATER LINE Q� \\\\ \����� 5J070 RSN I 7' TALL WOOD �.� �. Y c -, �I STORM WATER MANHOLE `--DRAIN VA ASPHALT i n � PLATFORM WITH ELEC. � s�z p `; SIDEWALK IG# 1861 .Q _� CO SEWER CLEANOUT -SIZE AS NOTED \ WOODENEl RIM 467.44 rnoo✓ ® ELECTRIC BOX �---�__,�_ ' \ STAIRS vy 2ND GRATE AT 466.84 N u> n¢ '"-----\\\\.,. O INV: 464.24 )' LIGHT POLE " _ COPOWER POLE __ " R00 AAQ e ` POSSIBLE SUBMERSIBLE S v� RA + y PUMP NO, PIPE N SRWMH 3132 t Y II # E GUY LINE p ��y. vjl��A UTILITY POLE WITH ELEC. psi �` `� �` I ,u- h 24" RCPIM FROMN. �GM GAS METER �' BOX 3' TALL 4X4 POST //fj 18' OAh z6 a 24" RCP TO S. A WATER VALVE �INV. 432.06 // p %IETAL BLEACHERS SO I II RIM 486.86 Q QB .3 �6 II 11 ® WATER METER SWMH# 1931 //,G� 'fF T��� �FH FIRE HYDRANT `II FL IN 18" PVC FROM S.W. //` "' Y o AgoCONIFER TREE FL OUT 15" CLAY TO N.W. 483.46 //^� N�6 ny ' f METAL BLEACHERS p�'Q ° u II - SSMH 3022 Ah /7 S'P INKLER O . I II RIM 39.92 �TREE (TYPE AS NOTED) �j t VVJ 7 TALL CONTROL `n '),I FL N 10" CLAY FROM S. 436.07 -� SIGN ASPHALT 2¢ / WOOD BOX �p I it FL OUT 10" CLAY TO N. 436.00 POST OR POLE / WATER ETAL,BLEACHERS II O STATION I (itPE AS NOTED) N05 24" .PINE r METAL BLEACHERS I itII "BUS STOP" ��h , p 8„ OAKr,,, 11 RIM 66892 SURVEYOR'S NOTES 'Fla SPEAKER °2ND GRATE AT 466.82 HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED ON PAGIS r m POLE \Q ® NV. 464.92 Dual REFERENCE STATION ARKANSAS STATE PLANE NORTH ZONE.Ll a03 I uvI CONTOUR INTERVAL = 1 FOOT. t �3 THIS IS A TOPOGRAPHIC SURVEY ONLY AND IN NO WAY SHOULD BE INTERPRETED AS A PROPERTY 482 14 OAK �G# 1863 v I^ W BOUNDARY SURVEY. ANY PROPERTY LINES SHOWN ARE FOR REFERENCE ONLY AND HAVE NOT BEEN r¢ RIM 466.61 a�j N FL OUT 8" DIP TO N. 465.35 I RIGHT LANE TURNS" VERIFIED. -`481; I FIELD WORK FOR THIS SURVEY WAS COMPLETED JANUARY, 2012. ` �1TlnnnnrpT� �•jFBSIQ .., r. 6B GOAL I E+ NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. ,. ` O �, . 480 ti, PS POSTS p� 5\l DDeooD e fj ` 14" OAK ' C °c BURIED UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN BASED ON VISUAL INSPECTION OF MANHOLES o°`c�'A'IF,pH oo`p ..479 W ASPHALT AND OTHER SURFACE FEATURES. McCLELLAND CONSULTING ENGINEERS HAS ACCURATELY DEPICTED THE o ARKANSAS ° C' = Jcc UNDERGROUND AND SUBSURFACE FEATURES TO THE BEST OF THEIR KNOWLEDGE AND ABILITY. ANY c o �t 1 IC c`-„ CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT v 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. r o'fj 21611?- k+o ®�` .,........ _.477.: 14 OAK h BOUNDARY DESCRIPTION f °OkT S1 .0.� THE EAST �/h OF THE SOUTHEAST X OF THE SOUTHWEST X OF THE SOUTHEAST X AND ALL THAT PART ���� DECD` � --476._- OF THE SOUTH OF THE SOUTHEAST OF THE SOUTHEAST %, LYING WEST OF THE UNIVERSITY AVENUE AND �VT P�" 123+ ELEC. PLAY unulullT+ _ _ _..,. m CLOCK �i j 475 ' 12" RCP" °O A u 4SPHALT� -23 TALL SIGN DO NOT ETERS -�_ 4 ' 4 47 468 w N a QS9 if I RIM 447 02 6 L 42 7 _ za 1 - ae7. `• c O� R=25.00. FL IN 24" RCP FROM S.W. 443.51 __. .. ., FD. REBAR & I -DHE �.•..- �• _ � � �� FL IN 18" RCP FROM S. 443.40 onE onE y.. rt K- SAP "NAPIER" I( FL OUT 24" RCP TO N. 443.42 "SCHOOL ZONE "E � -- -.- DHE'_ i 2.5' TALL CONC. BASE TRAFFIC LIGHT NORTH OF LEE STREET, ALL IN SECTION 36, TOWNSHIP 2 NORTH, RANGE 13 WEST OF THE FIFTH PRINCIPAL MERIDIAN, PULASKI COUNTY, ARKANSAS. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHEAST % OF THE SOUTHEAST % OF SECTION 36, T -2-N, R -13-W, PULASKI COUNTY, ARKANSAS; THENCE N01'11'36 "E 30.00' TO A POINT; THENCE N88°16'24"W 50.19 FEET TO A 5/8" REBAR WITH CAP ON THE NORTHERLY RIGHT OF WAY OF LEE STREET BEING THE POINT OF BEGINNING; THENCE N88"16'24"W, ALONG THE NORTHERLY RIGHT OF WAY OF LEE STREET AND PARALLEL TO THE SOUTH LINE OF SAID SOUTHEAST % OF THE SOUTHWEST '6 OF THE SOUTHEAST 11A OF SAID SECTION 36, THENCE DEPART SAID RIGHT OF WAY N01'44'10"E, ALONG SAID WEST LINE, 631.31 FEET TO THE NORTHWEST CORNER THEREOF, BEING A FOUND 5/8" REBAR; THENCE S88°13'24"E, ALONG THE NORTH LINE OF THE SOUTH % OF SAID SOUTHEAST %, 1603.75 FEET TO A 5/8" REBAR WITH CAP ON THE WESTERLY RIGHT OF WAY OF UNIVERSITY AVENUE: THENCE DEPART SAID NORTH LINE, S01'11'36"W, ALONG SAID RIGHT OF WAY AND PARALLEL TO THE EAST LINE OF SAID SOUTHEAST % 609.70 FEET TO A 5/8" REBAR AND CAP BEING THE POINT OF CURVATURE OF A 25 -FOOT RADIUS CURVE TO THE RIGHT, SAID CURVE HAVING A CHORD BEARING AND DISTANCE OF S28'01'30"W 22.57 FEET; THENCE ALONG THE ARC OF SAID CURVE 23.42 FEET TO THE POINT OF BEGINNING, AREA CONTAINING 23.2586 ACRES MORE OR LESS AND SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD THAT AN ACCURATE TITLE SEARCH MIGHT DISCLOSE. GRAPHIC SCALE 40 D 20 40 so ( IN FEET ) 1 inch = 40 ft. 160 FATHER TRIBOU ST. ASPHALT ......... qG;A McCLELLAND CONSULTING ENGINEERS No. 24 ; uDRAWN n TRAFFIC BOX KLS SURVEY MNGR: JDM BY : SWMH# 3075 RIM 453.91 L ° � � DATE 18" PIPE N.E. II II / n 2-6-12 18" PIPE S. 11 If (� 1 INV. 447.73 IIII ('� o1 � SCALE JOB NUMBER 11"=40' LR12-5701 u