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HomeMy WebLinkAboutS-0002-O Map 3CERTIFICATE OF SURVEYING ACCURACY GREGORY T SULLIVAN , hereby certify that this plat correctly represents a boundary survey made or verified by me, all monuments required actually exist and are correctly shown hereon and that all surveying requirements of the Little Rock Subdivision Rules and Regulations have been complied with. as / 7 Da e of Execution Gregory Sullivan P.O.B. Registered Professional Land Surveyor NW CORNER 1096 Arkansas NW 1/4, NW 1/4 Ark SECTION 11, T-1-N, R-13-W CERTIFICATE OF ENGINEERING ACCURACY 1 MARK L. WRIGHT , hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution M9¢,1r'1k L. Wright Registered Professional Engineer No. 6074 Arkansas CERTIFICATE OF OWNER We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we have laid off, platted and subdivided, and do hereby lay off, plat and subdivide said real estate in accordance with this plat. Date of Execution Name BAPTIST MEDICAL SYSTEM Address 9601 1-630, LITTLE ROCK, AR Source of Title: D.R. Page Instrument No. 82-31954, 83-40797 84-28665 L_CDNGCRE_ PLACE AQCDITICDN ji 0 LOT 1_6 - ---1_' 4 `OT 1 o LOT 12 LOT 1 1 LOT 10 zto 1,z 4 S 8 003'59" E , LOT 9 __- 72016'15" - - NG 3 :, 634.26' ARKI A GAS ES'JT 40' BUFFER & DRIANAGE/UTILITY 48°50'25" 105.09' HV r t2y3, rA 67.50'44 - EASEMENT 123.25' 261 71 _ 94°35'15' ° - - - j 142°07'20" S S� 131°09'02" - ... CP 85 24'45' 261;89, 01? `� \ 47.06' 302°37'48` 15' UTILITY 140°31'S7" % EASEMENT DRAWAGE �o EASEMENT CID b p= 244037'23" I� T= 82.22'(D CIO �hh N� n LOT 34 R= 52.00' 30.86 36°36'00" oI L= 222,01' 269005'13" / 00 10' DRAINAGE & UTILITY EASEMENT 118°35'43" 13 CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having been completed, this document is hereby accepted. This certificate is hereby executed under the authority of said rules and regulations. 1 i - Date of Execution L.R. Planning Commission 95V40682 CERTIFICATE OF RECORDING Th' document, n mber `� - -filed for recood in Plat Book __4�__, Page (Signed) Clerk PROPERTY DECSCRIPTION Part of the Northwest 1/4 of the Northwest 1/4 of Section 11, T-1-N, R-13-W, Little Rock, Pulaski County, Arkansas, more particularly described as: BEGINNING at the Northwest corner of said Northwest 1/4 of the Northwest 1/4, said point also being the Southwest corner of Lot 16, Longacre Place Addition to the City of Little Rock, Arkansas; thence along the South line of Lots 8 through 16, inclusive, of Longacre Place Addition, South 88 03'59 East 739.35 feet; thence South 24°05'17" West 468.13 feet to the Northeast corner of Lot 37 Baptist Medical Center Campus (BMCC); thence along the North line of said Lot 37, North 68044'37" West 127.24 feet to the Northwest corner of said Lot 37 and a point on the East right-of-way line of Physicians Court; thence along said right-of-way line the following six (6) courses and distances: 1) along a curve to the left having a radius of 480.00 feet, an arc distance of 108.73 feet and a chord bearing and distance of North 17°14'58" East 108.49 feet; 2) North 10°45'37" Eest 41.51 feet; 3) along a curve to the right having a radius of 25.00 feet, an arc distance of 28,20 feet and a chord bearing and distance of North 43°04'19" East 26.73 feet; 4) along a curve to the left having a radius of 52,00 feel, an arc distance of 222.01 feet and a chord bearing and distance of North 46055'41" West 87.90 feet; 5) South 10°45'37' West 111.08 feet; 6) along a curve to the right having a radius of 420.00 feet, an arc distance of 100.35 feet and a chord bearing and distance of South 17°36'17" West 100.11 feet to the Northeast corner of Lot 17 (BMCC); thence along 111e North line of said Lot 17 North 66051'54" West 147.81 feet to the Northwest corner of said Lot 17 and a point on the East line of Lot 16 (BMCC); thence along said East line, North 17e 59 42„ East 50,21 feet to the Northeast corner of said Lot 16; thence along the North line of said Lot 16, North 77°12'01" West 188.88 feet to tree Northwest corner of said Lot 16; thence North 15047'44" West 248.50 feet to the POINT OF BEGINNING, containing 4.381 acres, more or less. N 18 ;2'0,,, w 8.88' - N 17059'42" E 50,21' 10' DRAINAGE & UTILITY EASEMENT 151°09'S9'" 151°0 42" \ LOT 35 C 1� 2410 59 rA. 13.. E I n _ 7¢ 33' �;SS 117.97' 8605 '23" 030'48" 164°25'57" 93°05"3 M o7 O 0600'00" LOT 33 13 67 275,11.,5. ,2 tl o w Q C N @ co M to 173° '20" O 2 10' DRAINAGE & ^ UTILITY EASEMENT 0J �= 13041'20" s' ` 1_ 95008 21 T= 50.41' , 1.1!j R= 420.00' ";_ o �- L= 100.35' o co ,� s\ 84 i87' �• ADDITONAL R/W n. DEDICATED BY INST JQ NO. 911•24265 \.'' ` U FLOOD PLAIN CERTIFICATION NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 050181 0010 E, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATE NOVEMBER 3, 1993 DATE: �/ \ GREGO SULLIVAN AR PLS NO. 1096 O n� rn / N 43004'19" E 7 26.73' 08°50'01" °j p= 64°37'23" 68011' T= 15.81' R= 25.00' L= 28.20' 9° '14" 149 '7 . ' "10°453 41.51' O6° 2, 10' DRAINAGE & UUTILITY EASEMENT 87° 0Ov Qj LOT 36 .A= 12058'41" T= 54.60' ti R= 480.00' . L= 108.73' 0 8 04 0 J T- 5000'o r2�24' L- 149.23' -ADDITIONAL R/W DEDICATED BY INST. NO. 95-24265 0' DRAINAGE & ITILITY EASEMENT LOT 8 - EXISTING 10' DRAINAGE & UTIU T Y ESMT, - THIS AREA TO BE RESERVED FOR FUTURE DETENTION STORAGE FOR LOTS 35, 36 & 37. 20' DRAINAGE & UTILITY EASEMENT GENERAL NOTES 1. BASIS OF BEARINGS - STATE PLANE COORDINATES. 2. 1/2" IRON PWS SET AT ALL CORNERS UNLESS NOTED OTHERWISE. 3. ERROR OF CLOSURE - 1:43,000 4. ANGLES & DIMENSIONS SHOWN ON CURVED LOT LINES ARE ALONG THE CHORD. S. LOTS 16, 17 & 37 RECORDED IN PLAT BOOK B, PAGE 977. PLANE CO RDIUATE5 (D NORTHING EASTING 1 149167.6510 1199187.7456 2 149142.7040 1199926.6778 3 148715.3385 1199735.6145 4 148761,4672 1199617.0345 5 148865.0807 1199649.2062 6 1489 05.8608 1199656.9561 7 148925.3841 1199675.2078 8 148985.4097 1199610.9999 9 148876.2828 1199590.2612 10 148780.8644 1199559.9839 11 148838.9383 1199424.0620 12 148886.6922 1199439.5736 13 1489 28.5375 1199255.3873 40 20 0 40 80 SCALE FINAL'.1T As 819nod BY DATE: 7//,V q; `,,tntttrr,,,,rl •STATE ARI'ANS NO. '''-,sr • r S��'•5 c Engineering - Planning Land Surveying Landscape Architecture 10809 Executive Center Dr Suite 210 Little Ruck, AR 72211.6021 Telephone 501-221.7880 Fax # 501-221-7882 CONSULT 6 z 0 112W 3/14/95 Q Q U_ Z � W Q �Q T 0 _ ZO Q CIO `� Y L� r Q ri T Q U) } (n z °� J z a U) J Q r) W Q U Q �U O Y LLcr O W U O ri CV) I- J iH Q F- H W J O 11 J d Q ~ J Q m LL0� 0 zr Go �z LLQ W � QT U Q �z W W L4 U (n 94-133 SHEET NO