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HomeMy WebLinkAboutZ-7622 Map 30 G 3 3 V1 UN agRkwgy = A N SITE o� PF Ff PRIDE VALLEY RD. VICINITY MAP NOT TO SCALE NE CORNER LOT 1 ONE SOURCE ADD tv3 CITY OF LITTLE ROCK IN T. NO. 93 14922 LOT 1 ONE SOURCE ADDITION PLAT BOOK D, PAGE 730 • FOUND MONUMENT O SET 5/8" REBAR CALCULATED CORNER FIRE HYDRANT ® WATER METER M WATER VALVE © GAS METER CY POWER POLE 41 GUY WIRE cc LIGHT POLE m TELEPHONE PEDESTAL ® SANITARY SEWER MANHOLE (M) MEASURED (R) RECORD WATER LINE —WA— SANITARY SEWER —SS— I OVERHEAD ELECTRIC OHE— —UGT —UNDERGROUND V_ rD V/ TELEPHONE '•, FOUND REBAR'\ \ r r FOUND'Va NAIL>. FOUND 1/2 REBAR 20' WATER LINE EASEMENT INST. NO. 89-18128 FOUND 1/2" REBAR N mD � ,s GRAVEL 0 / ROCK �-WALL os• S 18'13'32" N P.O.B.- +F N V GRAVEL �ST eo gsp��o A 1 age,r FLAG ,moi i S O ROCK WALL k� / CONIC. �I Ott-qa2 C4NOpy ' y o OUSF /y1 41 ✓ / r3RIcR / WALL II J CONC.� a APPROXIMATE 3 FLOODWAY 7f O/JIf �f PJA APPROXIMATE 100 YEAR FLOOD PLAIN t APPROXIMATE 100 YEAR FLOOD PLAIN GRAVEL c'SrF Hq �R < pq w �gReq�. 15' LITTLE ROCK MUNICIPAL WATER WORKS RIGHT-OF-WAY EASEMENT &, INST. NO. 95-69885 RIGHT-OF-WAY EASEMENT INST. NO. 89-33830 1. • 1 ASPHIs, 61 - ALT 7j99; CONC B-BAu ss�oo t£Ss °. eR,oc r�GOAL ��F Fxcsp& F \\yam? S 45'42'43 \MM 31.78' (M) + * S 55'36'22 E w 31.78' (R) +� X -TIES ALARM SENSOR (TYP) } lut Note: Noncomforming use to R-2 Zone, see Chp. 36, Article III, Sec. 36-153 CIN OF LITTLE ROCK & 154 for description and limitations of use. INST. NO. 88 53972 zz, \ 1'.' SANITARY SEWER EASEMENT / 1 \ INST. N0. 93-77714 N >s N 'j7 00 \� \ E3 ry+' \ FOUND °c NAIL qs& f#° eT AqR 9 H �M 00 pp OV "V . , \ I DO .=>( q f n NOgC f R ND°R/e fO FLOW LINE�- ROCK CREEK y APPROXIMATE FLOODWAY h (a 3� o � o /y � c .q I APPROXIMATE 100 YEAR FLOOD PLAIN / ./ 04 wq \ 2s• _ l IVA,) r. `'\N° $ <V YIHICR LIIVL LHJLM LNI / � �ET INST. NO. 89-78128 \ 20' SANITARY SEWER EASEMENT ��� 03'32„ IN \T. N0. 89-33830 BRfOCf FOUND 1/2" REBAR Wq ZONING R-2 Single -Family District Height: Maximum of 35 feet Setbacks: Front -25 feet Side -10 feet Rear -25 feet Property Description Part of the NWY4, Section 6, T -1-N, R -13-W, Pulaski County, Arkansas being more particularly described as follows: Commencing at the NE Corner of Lot 1, One Source Addition as filed for record in Plat Book D, Page 730; thence S 59'54'17" E along the Southerly Right -of -Way line of Chenal Parkway, a distance of 270.46 feet; thence S 18'13'32" W along said Southerly Right -of -Way line, a distance of 5.92 feet to the POINT OF BEGINNING; thence S 65'27'21" E along said Southerly Right -of -Way line, a distance of 282.01 feet; thence S 51'25'21" E along said Southerly Right -of -Way line, a distance of 93.65 feet; thence S 45'42'43" E along said Southerly Right -of -Way line, a distance of 31.78 feet; thence S 20'09'00" W, a distance of 569.13 feet to the Northerly Right -of -Way line of Kanis Road (said point being 20 feet Northerly of the centerline of said Kanis Road); thence N 74'51'55" W along said Northerly Right -of -Way line, a distance of 196.43 feet; thence N 65'27'21" W along said Northerly Right -of -Way line, a distance of 200.00 feet; thencls N 19'47'39" E, a distance of 635.20 feet to the POINT OF BEGINNING, containing 5.673 Acres (247,108 sq. ft.) more or less. CERTIFICATION This is to certify that this plat and the survey on which it is based were made in accordance with "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys," jointly established and adopted by ALTA, ACSM and NSPS in 1999. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and in effect on the date of this certification, undersigned further certifies that proper field procedures, instrumentation, and adequate survey personnel were employed in order to achieve results comparable to those outlined in the "Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys." Allen J. Young -"'Date Arkansas Registered Professional Land Surveyor No. 1441 Rights of way and Easements are shown hereon as per documents provided to the surveyor. Additional Rights of way and Easements recorded or not a part of the public record, may or may not exist that effect the subject property. The locations of utilities as shown hereon are based on aboveground structures and record documents. Locations of underground utilities may vary from locations shown hereon. Additional buried utilities/structures may be encountered. No excavations were made during the progress of the survey to locate buried utilities/structures. The property shown hereon appeals to be in the designated 100 Year Flood Plain according to Flood Insurance Rate Map, City of, Little Rock, Pulaski County, Arkansas, Zone AE, Community Panel Number 050181':039 F. kine Pevseir O,�+fnher 19, 11001. Bearings are based on PAGIS. \fit 1 111 N 1 u j,i,i ,.\ G\ STERE%, STATE OF =���� ARKANSAS ��� • •0- �'01 1111`, I I l l lO \`\\• 40 20 0 40 80 I GR/ PHIC SCALE 1 " = 40' 5:10 -01N -13W-0-29-400-60-1441 DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO. RODNEY PARHAM RD, SUITE 220 LITTLE ROCK, ARKANSAS 72212 501-221-7880 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE COPYRIGHT W 2003 SCALE 40' MDRAWN ii BY TAS OCHECKED f Q� AJY cc APPROVED BY AJY Lu Cr '•, FOUND REBAR'\ \ r r FOUND'Va NAIL>. FOUND 1/2 REBAR 20' WATER LINE EASEMENT INST. NO. 89-18128 FOUND 1/2" REBAR N mD � ,s GRAVEL 0 / ROCK �-WALL os• S 18'13'32" N P.O.B.- +F N V GRAVEL �ST eo gsp��o A 1 age,r FLAG ,moi i S O ROCK WALL k� / CONIC. �I Ott-qa2 C4NOpy ' y o OUSF /y1 41 ✓ / r3RIcR / WALL II J CONC.� a APPROXIMATE 3 FLOODWAY 7f O/JIf �f PJA APPROXIMATE 100 YEAR FLOOD PLAIN t APPROXIMATE 100 YEAR FLOOD PLAIN GRAVEL c'SrF Hq �R < pq w �gReq�. 15' LITTLE ROCK MUNICIPAL WATER WORKS RIGHT-OF-WAY EASEMENT &, INST. NO. 95-69885 RIGHT-OF-WAY EASEMENT INST. NO. 89-33830 1. • 1 ASPHIs, 61 - ALT 7j99; CONC B-BAu ss�oo t£Ss °. eR,oc r�GOAL ��F Fxcsp& F \\yam? S 45'42'43 \MM 31.78' (M) + * S 55'36'22 E w 31.78' (R) +� X -TIES ALARM SENSOR (TYP) } lut Note: Noncomforming use to R-2 Zone, see Chp. 36, Article III, Sec. 36-153 CIN OF LITTLE ROCK & 154 for description and limitations of use. INST. NO. 88 53972 zz, \ 1'.' SANITARY SEWER EASEMENT / 1 \ INST. N0. 93-77714 N >s N 'j7 00 \� \ E3 ry+' \ FOUND °c NAIL qs& f#° eT AqR 9 H �M 00 pp OV "V . , \ I DO .=>( q f n NOgC f R ND°R/e fO FLOW LINE�- ROCK CREEK y APPROXIMATE FLOODWAY h (a 3� o � o /y � c .q I APPROXIMATE 100 YEAR FLOOD PLAIN / ./ 04 wq \ 2s• _ l IVA,) r. `'\N° $ <V YIHICR LIIVL LHJLM LNI / � �ET INST. NO. 89-78128 \ 20' SANITARY SEWER EASEMENT ��� 03'32„ IN \T. N0. 89-33830 BRfOCf FOUND 1/2" REBAR Wq ZONING R-2 Single -Family District Height: Maximum of 35 feet Setbacks: Front -25 feet Side -10 feet Rear -25 feet Property Description Part of the NWY4, Section 6, T -1-N, R -13-W, Pulaski County, Arkansas being more particularly described as follows: Commencing at the NE Corner of Lot 1, One Source Addition as filed for record in Plat Book D, Page 730; thence S 59'54'17" E along the Southerly Right -of -Way line of Chenal Parkway, a distance of 270.46 feet; thence S 18'13'32" W along said Southerly Right -of -Way line, a distance of 5.92 feet to the POINT OF BEGINNING; thence S 65'27'21" E along said Southerly Right -of -Way line, a distance of 282.01 feet; thence S 51'25'21" E along said Southerly Right -of -Way line, a distance of 93.65 feet; thence S 45'42'43" E along said Southerly Right -of -Way line, a distance of 31.78 feet; thence S 20'09'00" W, a distance of 569.13 feet to the Northerly Right -of -Way line of Kanis Road (said point being 20 feet Northerly of the centerline of said Kanis Road); thence N 74'51'55" W along said Northerly Right -of -Way line, a distance of 196.43 feet; thence N 65'27'21" W along said Northerly Right -of -Way line, a distance of 200.00 feet; thencls N 19'47'39" E, a distance of 635.20 feet to the POINT OF BEGINNING, containing 5.673 Acres (247,108 sq. ft.) more or less. CERTIFICATION This is to certify that this plat and the survey on which it is based were made in accordance with "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys," jointly established and adopted by ALTA, ACSM and NSPS in 1999. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and in effect on the date of this certification, undersigned further certifies that proper field procedures, instrumentation, and adequate survey personnel were employed in order to achieve results comparable to those outlined in the "Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys." Allen J. Young -"'Date Arkansas Registered Professional Land Surveyor No. 1441 Rights of way and Easements are shown hereon as per documents provided to the surveyor. Additional Rights of way and Easements recorded or not a part of the public record, may or may not exist that effect the subject property. The locations of utilities as shown hereon are based on aboveground structures and record documents. Locations of underground utilities may vary from locations shown hereon. Additional buried utilities/structures may be encountered. No excavations were made during the progress of the survey to locate buried utilities/structures. The property shown hereon appeals to be in the designated 100 Year Flood Plain according to Flood Insurance Rate Map, City of, Little Rock, Pulaski County, Arkansas, Zone AE, Community Panel Number 050181':039 F. kine Pevseir O,�+fnher 19, 11001. Bearings are based on PAGIS. \fit 1 111 N 1 u j,i,i ,.\ G\ STERE%, STATE OF =���� ARKANSAS ��� • •0- �'01 1111`, I I l l lO \`\\• 40 20 0 40 80 I GR/ PHIC SCALE 1 " = 40' 5:10 -01N -13W-0-29-400-60-1441 DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO. RODNEY PARHAM RD, SUITE 220 LITTLE ROCK, ARKANSAS 72212 501-221-7880 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE 03-169 SHEET NO. COPYRIGHT W 2003 SCALE 40' MDRAWN ii BY TAS OCHECKED BY Q� AJY cc APPROVED BY AJY 03-169 SHEET NO. z Z> Lu Cr J I V_ V_ rD V/ Z Z d " w O 0 � ». V O a .. M W Q) LU C Y =a y Z C Q W 0 Y J ~ y Z 75 Q d W =z W aco J TJ 1 ^ f Y W a� a� Ar. W Z _J Q O W Y '-•I Lul 03-169 SHEET NO.