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HomeMy WebLinkAboutZ-4763-A Map 6�2c1 I CONGREGATION AGDATH W �.. I ACHIM SYNAGOGUE t,Ln o I I Z o Z �I I; 2 "I 24" i I I I 32„ w } ¢ LD. xcezg O � N cn Nu It x m V SAN. SWR. MANHOLE TOP RIM = 324.26' FL INW.=313.61' FL INS.=313.82' FL OUT E. = 313.56' 5TH STREET STM. SWR. MANHOLt, SAN. SWR. MANHOLE ® TOP RIM = 323.3?' W. CAPITOL AVE.) - TOP RIM = 324.07' CL FLOW = 320.23' 50' R.O.W. FL IN W. 312.07 _-.� - _ ASPHALT (GOOD COND.) SS D.69'lMl z 4-"" 8ovc TMEW AENTTS -19• N� ASPHALT PARKING U - > r; (_ o_ N fi a � , •', 16„ w N }aCD- x u I-Ad— a N �u NUm� m ........ SS .4. pwG 4: PVC , LOT 1 PARHAM VIEW ADD. 10' UTILITY ESMT. SAN. SWR. MANHOLE TOP RIM = 325 25' ���� 1 FL IN E. = 319.63' / FL IN W. = 31.47'- 1 c� FL N SW 319:47' I FL IN SE,--' 319.46' 3 Im FIL OUT N. = 319.40' {� i PSpNP`j pPR1C1t��. II �10 UTILITY ESMT. ASPHALT PARKING\ =-�22" 24 323_�g,REBAR__ --727- - "N89'00w-w-1-G6.68'(M) fv I I I I I I 0 I I � 12' CMI SITE BENCHMARK d' I -:�,� �PLOWOFF STORM SEWER MANHOLE FLANGE BOLT ON VA1 7 26 10' UTILITY'ESMT. FIRE HYDRANT l in I BETWEEN THE "E' LLJ z a p a O N Q a I & "L" OF "MUELLER" yr O ® �I ELEV. = 326.43'y GAS VALVE © ELECTRIC METER JQb r25' R/W 9O SS ___- 326-____---- - _ _ — -- 8' PVC �1i SS - - tv W0S�� C'I S88' p SAN. SWR. MANHOLE c���ND CABLE 590'00'1 TOP RIM = 326.13' �j�. LIGHT POLE SINGLE LIGHT FL IN W. = 313.83' V) SIGN POST FL OUT E. = 313.79'— — SS SS — SANITARY SEWER LINE �2c1 I CONGREGATION AGDATH W �.. I ACHIM SYNAGOGUE t,Ln o I I Z o Z �I I; 2 "I 24" i I I I 32„ w } ¢ LD. xcezg O � N cn Nu It x m V SAN. SWR. MANHOLE TOP RIM = 324.26' FL INW.=313.61' FL INS.=313.82' FL OUT E. = 313.56' 5TH STREET STM. SWR. MANHOLt, SAN. SWR. MANHOLE ® TOP RIM = 323.3?' W. CAPITOL AVE.) - TOP RIM = 324.07' CL FLOW = 320.23' 50' R.O.W. FL IN W. 312.07 _-.� - _ ASPHALT (GOOD COND.) SS D.69'lMl z 4-"" 8ovc TMEW AENTTS -19• N� ASPHALT PARKING U - > r; (_ o_ N fi a � , •', 16„ w N }aCD- x u I-Ad— a N �u NUm� m ........ SS .4. pwG 4: PVC , LOT 1 PARHAM VIEW ADD. 10' UTILITY ESMT. SAN. SWR. MANHOLE TOP RIM = 325 25' ���� 1 FL IN E. = 319.63' / FL IN W. = 31.47'- 1 c� FL N SW 319:47' I FL IN SE,--' 319.46' 3 Im FIL OUT N. = 319.40' {� i PSpNP`j pPR1C1t��. II �10 UTILITY ESMT. ASPHALT PARKING\ =-�22" 24 323_�g,REBAR__ --727- - "N89'00w-w-1-G6.68'(M) fv I I I I I I 0 I I � 12' CMI a:. d' I -:�,� �PLOWOFF STORM SEWER MANHOLE N 04 VA1 7 26 10' UTILITY'ESMT. FLs32202` l in I 6� 04 LLJ z a p a O N Q a I ID O ® �I w GAS VALVE © ELECTRIC METER © ELECTRIC RISER 9O ELECTRIC VAULT °C AIR COND. UNIT tv W0S�� C'I CATV RISER �2c1 I CONGREGATION AGDATH W �.. I ACHIM SYNAGOGUE t,Ln o I I Z o Z �I I; 2 "I 24" i I I I 32„ w } ¢ LD. xcezg O � N cn Nu It x m V SAN. SWR. MANHOLE TOP RIM = 324.26' FL INW.=313.61' FL INS.=313.82' FL OUT E. = 313.56' 5TH STREET STM. SWR. MANHOLt, SAN. SWR. MANHOLE ® TOP RIM = 323.3?' W. CAPITOL AVE.) - TOP RIM = 324.07' CL FLOW = 320.23' 50' R.O.W. FL IN W. 312.07 _-.� - _ ASPHALT (GOOD COND.) SS D.69'lMl z 4-"" 8ovc TMEW AENTTS -19• N� ASPHALT PARKING U - > r; (_ o_ N fi a � , •', 16„ w N }aCD- x u I-Ad— a N �u NUm� m ........ SS .4. pwG 4: PVC , LOT 1 PARHAM VIEW ADD. 10' UTILITY ESMT. SAN. SWR. MANHOLE TOP RIM = 325 25' ���� 1 FL IN E. = 319.63' / FL IN W. = 31.47'- 1 c� FL N SW 319:47' I FL IN SE,--' 319.46' 3 Im FIL OUT N. = 319.40' {� i PSpNP`j pPR1C1t��. II �10 UTILITY ESMT. ASPHALT PARKING\ =-�22" 24 323_�g,REBAR__ --727- - "N89'00w-w-1-G6.68'(M) fv I I I I I I 0 I I � UNDERGROUND '"I 37'57'00," io 8„ UNDERGROUND CABLE r - 72"-00CMP y, - X324-5. , K b z" �88'24POO"E 01.03' M _ 5' UTILITY ESMT. 2 STORY BRICK & STUCCO BUILDING FF - 325.35' �--DIESEL GENERATOR SPOTLIGHT DUMPSTER VALVE am f=66 --- N8032'06"W '_": ------------- 65.64'(M� FIND. 1" PIPE }z END. 1/2" REBAR- N81'47'25 W S09'46, 56"-W........ S00E ASPHALT PARKING 20.20'(R) CHURCH OF LATTER 25" DAY SAINTS LEGAL DESCRIPTION: LOT 1 OF BRIARWOOD NURSING HOME SUBDIVISION, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, AS RECORDED IN THE PULASKI COUNTY RECORDS. LEGAL DESCRIPTION: LOT 1 OF PARHAM VIEW ADDITION, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, AS RECORDED IN THE PULASKI COUNTY RECORDS. I I I I I I I 15' UTILITY ESMT. I I LOT 1 BRIARWOOD NURSING HOME SUBDIVISION I 176.53' '18),,20' f R4 FLOOD CERTIFICATION: I CERTIFY THAT I HAVE EXAMINED THE F.I.A. OFFICIAL FLOOD INSURANCE HAZARD RATE MAP PANEL NO. 0501810101 F (EFFECTIVE DATE OCTOBER 19, 2001) AND FOUND THE DESCRIBED PROPERTY HEREON LIES IN ZONE "X", AN AREA HAVING NO SPECIAL FLOOD HAZARDS. I I I I I I I i I I I 0 12' CMI a:. d' I -:�,� �PLOWOFF STORM SEWER MANHOLE N 04 VA1 7 26 0 Q FLs32202` UNDERGROUND '"I 37'57'00," io 8„ UNDERGROUND CABLE r - 72"-00CMP y, - X324-5. , K b z" �88'24POO"E 01.03' M _ 5' UTILITY ESMT. 2 STORY BRICK & STUCCO BUILDING FF - 325.35' �--DIESEL GENERATOR SPOTLIGHT DUMPSTER VALVE am f=66 --- N8032'06"W '_": ------------- 65.64'(M� FIND. 1" PIPE }z END. 1/2" REBAR- N81'47'25 W S09'46, 56"-W........ S00E ASPHALT PARKING 20.20'(R) CHURCH OF LATTER 25" DAY SAINTS LEGAL DESCRIPTION: LOT 1 OF BRIARWOOD NURSING HOME SUBDIVISION, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, AS RECORDED IN THE PULASKI COUNTY RECORDS. LEGAL DESCRIPTION: LOT 1 OF PARHAM VIEW ADDITION, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, AS RECORDED IN THE PULASKI COUNTY RECORDS. I I I I I I I 15' UTILITY ESMT. I I LOT 1 BRIARWOOD NURSING HOME SUBDIVISION I 176.53' '18),,20' f R4 FLOOD CERTIFICATION: I CERTIFY THAT I HAVE EXAMINED THE F.I.A. OFFICIAL FLOOD INSURANCE HAZARD RATE MAP PANEL NO. 0501810101 F (EFFECTIVE DATE OCTOBER 19, 2001) AND FOUND THE DESCRIBED PROPERTY HEREON LIES IN ZONE "X", AN AREA HAVING NO SPECIAL FLOOD HAZARDS. I I I I I I I i I I I 0 I 45' R/W I I NOTES. 1. EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THIS PLAT, THIS SURVEY DOES NOT PURPORT TO REFLECT ANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUBJECT REAL ESTATE: EASEMENTS, OTHER THAN POSSIBLE EASEMENTS WHICH WERE VISIBLE AT THE TIME OF MAKING OF THIS SURVEY; BUILDING SETBACK LINES; RESTRICTIVE COVENANTS; SUBDIVISION RESTRICTIONS; ZONING OR OTHER LAND -USE REGULATIONS, AND ANY OTHER FACTS WHICH AN ACCURATE AND CURRENT TITLE COMMITMENT MAY DISCLOSE. 2. BASIS OF BEARINGS: PLAT BOOK G425, PAGE 2002154010 OF THE PULASKI COUNTY RECORDS. 3. DECLARATION IS MADE TO ORIGINAL PURCHASER OF THE SURVEY. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 4. THIS SURVEY IS VALID ONLY IF THE DRAWING INCLUDES THE SEAL AND SIGNATURE OF THE SURVEYOR. 5. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION, ATLAS MAPS AS MAY BE AVAILABLE FROM MUNICIPALITIES OR UTILITY COMPANIES, AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHONN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SUR'IEYOR FURTHER DOES NOT WARRANT ,mAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXAC" LOCATION INDICATED ALTHOUGH HE DOES STATE THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 6. THE LOCATION AND/OR EXISTENCE OF UTILITY SERVICE LINES TO THE PROPERTY SURVEYED ARE SHOWN HEREON OR UNKNOWN. 7. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP, TITLE EVIDENCE, OR ANY OTHER FACTS WHICH AN ACCURATE AND CURRENT TITLE COMMITMENT MAY DISCLOSE. I CERTIFY THAT HAVE COMPLETED A SURVEY OF THE ABOVE DESCRIBED PROPERTY. THE PROPERTY LINES AND CORNER MONUMENTS ARE TO THE BEST OF MY KNOWLEDGE AND ABILITY, CORRECTLY ESTABLISHED, AND THERE ARE NO VISIBLE ENCROACHMENTS EXCEPT AS SHOWN ON THIS PLAT. THIS SURVEY MEETS THE CURRENT 'MINIMUM STANDARDS FOR PROPERTY BOUNDARY SURVEYS", PER THE STATE OF ARKANSAS. ROBERT J. CASTER, P.L.S. NO.1370. ARKANSAS DATE `, i STATE OF••. ARKANSAS NO.1370 % 0'• 5 � VICINITY MAP (N.T.S.) LEGEND_ O RDI 0 d' I ® STORM SEWER MANHOLE N 04 ry I t4 0 Q 0 10 in I 6� 04 LLJ z a p a O N Q a I ID to ® �I I 45' R/W I I NOTES. 1. EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THIS PLAT, THIS SURVEY DOES NOT PURPORT TO REFLECT ANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUBJECT REAL ESTATE: EASEMENTS, OTHER THAN POSSIBLE EASEMENTS WHICH WERE VISIBLE AT THE TIME OF MAKING OF THIS SURVEY; BUILDING SETBACK LINES; RESTRICTIVE COVENANTS; SUBDIVISION RESTRICTIONS; ZONING OR OTHER LAND -USE REGULATIONS, AND ANY OTHER FACTS WHICH AN ACCURATE AND CURRENT TITLE COMMITMENT MAY DISCLOSE. 2. BASIS OF BEARINGS: PLAT BOOK G425, PAGE 2002154010 OF THE PULASKI COUNTY RECORDS. 3. DECLARATION IS MADE TO ORIGINAL PURCHASER OF THE SURVEY. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 4. THIS SURVEY IS VALID ONLY IF THE DRAWING INCLUDES THE SEAL AND SIGNATURE OF THE SURVEYOR. 5. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION, ATLAS MAPS AS MAY BE AVAILABLE FROM MUNICIPALITIES OR UTILITY COMPANIES, AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHONN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SUR'IEYOR FURTHER DOES NOT WARRANT ,mAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXAC" LOCATION INDICATED ALTHOUGH HE DOES STATE THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 6. THE LOCATION AND/OR EXISTENCE OF UTILITY SERVICE LINES TO THE PROPERTY SURVEYED ARE SHOWN HEREON OR UNKNOWN. 7. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP, TITLE EVIDENCE, OR ANY OTHER FACTS WHICH AN ACCURATE AND CURRENT TITLE COMMITMENT MAY DISCLOSE. I CERTIFY THAT HAVE COMPLETED A SURVEY OF THE ABOVE DESCRIBED PROPERTY. THE PROPERTY LINES AND CORNER MONUMENTS ARE TO THE BEST OF MY KNOWLEDGE AND ABILITY, CORRECTLY ESTABLISHED, AND THERE ARE NO VISIBLE ENCROACHMENTS EXCEPT AS SHOWN ON THIS PLAT. THIS SURVEY MEETS THE CURRENT 'MINIMUM STANDARDS FOR PROPERTY BOUNDARY SURVEYS", PER THE STATE OF ARKANSAS. ROBERT J. CASTER, P.L.S. NO.1370. ARKANSAS DATE `, i STATE OF••. ARKANSAS NO.1370 % 0'• 5 � VICINITY MAP (N.T.S.) LEGEND_ O FOUND REBAR/PIPE (AS NOTED) 0 SET 1/2" REBAR W/CAP, LS 1370 ® STORM SEWER MANHOLE ®_ SANITARY SEWER MANHOLE +0 U FIRE HYDRANT W WATER METER Q WATER VALVE sP WATER SPIGOT ID TELEPHONE RISER ® GAS METER ® GAS VALVE © ELECTRIC METER © ELECTRIC RISER ® ELECTRIC VAULT °C AIR COND. UNIT tv W0S�� CATV RISER O UTILITY POLE W/GUY AV UTILITY POLE Q CLEAN-OUT •E1 LIGHT POLE SINGLE LIGHT a -a LIGHT POLE 2 -WAY LIGHT V) SIGN POST _ ROOF DRAIN — SS SS — SANITARY SEWER LINE — OH OH — OVERHEAD LINE X x WIRE FENCE dU) LL WOOD FENCE --- --- PROPERTY LINE ---��-- RIGHT-OF-WAY LINE — EASEMENT LINE z CONTOUR LINE O U 250 SPOT ELEVATION U DECIDUOUS TREE 0 60 3..f� SCALE 1" = 30 FEET W rA- ENNER, LLJ 0 Q Z +0 U (on op OZ (, LO 00 oAr� c,4N • �- 3 Q LpI > FZ V) D Z) W N MOO of cn p 0 W0S�� O U (n Q o Q _.IN V U V) 0 Z _ Q a_ dU) LL Q -1p V) LLJ 0 Q Z +0 U (on op OZ (, LO 00 oAr� c,4N V) �- 3 Q LpI > FZ V) D Z) W N MOO of cn p 0 W0S�� O U (n Q o Q _.IN V U V) 0 Z DRAWN ASD CHECKED RJC DATE 06-18-10 SCALE 1 "=30' JOB No. 10-041 SHEET 1 OF 1 SHEETS Q Z Q W�f NN L.1.. Of V) D LTJ cn W O U V of Q V) 0 Z _ Q a_ dU) LL Q -1p ^ L^ \ z � U � W > U = O p Q O 1 :2 � < Q LLJ ! n = J O 0 11 Q �-- M W nn I._1- J LLO_�� I— DRAWN ASD CHECKED RJC DATE 06-18-10 SCALE 1 "=30' JOB No. 10-041 SHEET 1 OF 1 SHEETS