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HomeMy WebLinkAboutZ-9418 Map 1MH1 DRAIN MANHOLE RIM: 337.38' 12" RCP OUT N: 332.33' MH2 DRAIN MANHOLE RIM: 336.23' 12" RCP IN S: 331.83' 12" RCP OUT N: 331.73' MH3 DRAIN MANHOLE RIM: 348.55' 12" RCP OUT W: 344.31' MH4 DRAIN MANHOLE RIM: 349.07' 12" RCP IN E: 338.27' 12" RCP OUT S: 338.17' MH5 DRAIN MANHOLE RIM: 303.45' 24" RCP IN S: 298.05' 24" RCP OUT N: 297.95' MH6 DRAIN MANHOLE RIM: 302.99' 24" RCP OUT N: 299.09' 24" RCP INS: 299.19' MH7 DRAIN MANHOLE RIM: 312.13' 12" RCP IN S: 307.83' 24" RCP OUT N: 306.23' MH8 DRAIN MANHOLE RIM: 316.33' 24" RCP OUT W: 310.83' 18" RCP IN E: 312.03' 24" RCP IN S: 311.23' MH9 DRAIN MANHOLE RIM: 315.19' 24" RCP IN N: 310.34' 24" RCP OUT W: 309.64' MH 10 SEWER MANHOLE RIM: 324.12' 8" PVC OUT NE: 318.68' 8" PVC IN S: 318.68' MH 11 SEWER MANHOLE RIM: 327.85' 8" PVC OUT N: 319.5' 8" PVC IN E: 320.85' MH 12 SEWER MANHOLE RIM: 343,85' 8" PVC IN NE: 337' 8" PVC OUT NW: 336.9' 8" PVC OUT E: 336.9' MH 13 SEWER MANHOLE RIM: 342,62' 8" PVC OUT SW: 338,52' 6" PVC IN N: 338,52' MH 14 SEWER MANHOLE RIM: 351.34' MANHOLE SEALED & LOCKED MH 15 SEWER MANHOLE RIM: 348.85' 8" PVC IN W: 344.6' 8" PVC IN W: 344.6' 8" PVC OUT S: 344,55' MH 16 SEWER MANHOLE RIM: 350.94' 8" PVC IN E: 347.09' 8" PVC OUT S: 347.04' MH 17 SEWER MANHOLE RIM: 350.93' 8" PVC IN N: 346.13' 8" PVC OUT W: 346.13' MH 18 SEWER MANHOLE RIM: 339.78' 8" PVC E: 333.6' 8" PVC S: 333.6' MH 19 SEWER MANHOLE RIM: 304.39' 8" PVC IN SE: 300.19' 8" PVC OUT NW: 300,09' MH 20 SEWER MANHOLE RIM: 305.16' 8" PVC IN SE: 300.91' 8" PVC OUT NW: 300.81' MH 21 SEWER MANHOLE RIM: 309,21' 8" PVC IN SE: 303.31' 8" PVC IN S: 303.31' 8" PVC OUT NW: 303.21' MH 22 SEWER MANHOLE RIM: 339.39' 6" PVC IN N: 334,09' 6" PVC IN E: 334.14' 8" PVC OUT NW: 334.04' MH 23 SEWER MANHOLE RIM: 341.91' 6" PVC IN E: 336.96' 8" PVC IN NE: 336.91' 6" PVC OUT W: 336.86' MH 24 SEWER MANHOLE RIM: 343.03' 6" PVC IN E: 339.33' 8" PVC OUT SW: 339.23' MH 25 RIM: 347.79' 8" PVC IN S: 343.99' 8" PVC OUT N: 343.49' MH 26 SEWER MANHOLE RIM: 347.01' 6" PVC IN SE: 324.41' 8" PVC IN S: 342.21' 8" PVC OUT N: 341.01' MH 27 SEWER MANHOLE RIM: 348.11' 8" PVC IN S: 339.71' 8" PVC OUT W: 339.61' MH 28 SEWER MANHOLE RIM: 335.31' 8" PVC IN SE: 329.81' 8" PVC IN NE: 328.21' 8" PVC OUT NW: 328.11' MH 29 SEWER MANHOLE RIM: 332.41' FULL OF SEWAGE MH 30 SEWER MANHOLE RIM: 331.81' 6" PVC IN S: 325.96' 6" PVC IN N: 325.9V 8" PVC IN SE: 326.81' 8" PVC OUT W: 325.81' MH 31 SEWER MANHOLE RIM: 331.37' 6" PVC IN N: 327.07' 6" PVC IN S: 325.45' 8" PVC IN E: 325.57' 8" PVC OUT W: 325.32' MH 32 RIM: 321.60' 8" PVC IN E: 315.4' 8" PVC INN: 315.3' 8" PVC OUT SW: 313.6' MH 33 SEWER MANHOLE RIM: 326.92' FULL OF SEWAGE MH 34 SEWER MANHOLE RIM: 322.50' 8" PVC IN E: 314.7' 8" PVC IN N: 312.8' 8" PVC OUT W: 312.75' UNKNOWN SIZE AND INVERT TO SOUTH, CLOGGED MH 35 SEWER MANHOLE RIM: 319.09' 8" PVC IN SW: 313.29' 8" PVC IN E: 312,19' 8" PVC OUT NW: 312.09' MH 36 SEWER MANHOLE RIM: 330.95' 8" PVC IN SE: 326.75' 8" PVC OUT W: 326,65' MH 37 SEWER MANHOLE RIM: 312.54' 6" PVC IN W: 308.64' 8" PVC OUT S: 308.64' MH 38 SEWER MANHOLE RIM: 338.77' 6" PVC IN S: 333.97' 8" PVC IN N: 332.82' 8" PVC OUT W: 332.72' MH 39 SEWER MANHOLE RIM: 332.19' NO INVERTS COLLECTED ALTA / NSPS LAND TITLE SURVEY S 87'11'16" E 270.00'(M) -------------------- I r?; I I I I I I I LESS & EXCEPT I AREA I s I I I - I I I I I I I MH19(9 MH2a I 29. I I I I I - I I I �I p of *' cNol N� w LESS & EXCEPT U) t I I AREA L vI c 2 _ N U a c c 01 cr' a a Z I vi o, g I Z I I I I I I � I I I I I I 13.59, I I I I f, I ' I I I I LESS &EXCEPT I AREA I w I Found Mag Nail - nn v" I S 8T15'17' E 270.00'(M) - - - - - o MH2 M O I SURVEYORS NOTE: SEWER LINE SHOWN ON THE SURVEY ABOVE IS AS PER LITTLE ROCK GIS MAPS AND EVIDENCE OF ABOVE GROUND APPURTENANCES. SEWER LINE IS AN 8" PVC PIPE. WATER LINES SHOWN ON THE SURVEY ABOVE IS AS PER LITTLE ROCK GIS MAPS AND EVIDENCE OF ABOVE GROUND APPURTENANCES. WATER LINE IS A 2" CAST IRON PIPE. MH39 Found Mag Nail W. 27th Street 1 (60' Public Right Of Way) o� n o i s aTIO', 2" F . 7 rMr I-. -_ -24.14' - - _t -24.94' _ -'PMH27 F---� tD I , Vicinity Map 9 - - - - FORTY LINE PROPERTY LINE CENTERLINE OF ROAD - --- - - - -- RIGHT OF WAY -FENCE LINE - - " - - - - - RETAINING WALL ��.. ,Found - - - OVERHEAD POWER LINE 2s.75' R/W - - -UNDERGROUND WATERLINE Monument UNDERGROUND GAS LINE 24.82' Token FOUND MONUMENT (AS NOTED) O SET IRON PIN ® COMPUTED POINT a Ql POWER POLE _4 LIGHT POLE I' Q ELECTRIC METER 9 WATER METER 1.06' - iJ m WATER VALVE - ;!6 FIRE HYDRANT 20.09' © GAS METER Q GAS VALVE - ® SEWER MANHOLE ® SEWER VALVE ® DRAIN MANHOLE c ® UNKNOWN MANHOLE / VAULT CLEAN OUT SIGN b. HANDICAP PARKING DUMPSTER AREA (D.E.) TYPICAL (TYP.) ASPHALT CONCRETE ® STORAGE BUILDING THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM Sidewalk OBSERVED EVIDENCE OF ABOVE GROUND APPURTENANCES AND ARKANSAS ONE CALL UTILITY LOCATE. TICKET#190328-1463 74.70' DATED: 3/28/2019 3 m ATT01 AT&T ARKANSAS -ATT01 � � O LRWASTE LITTLE ROCK WATER RECLA ins CENARWTS CENTRAL ARKANSAS WATER 3 r 2, _ REARC119 CENTERPOINT ENERGY ARKL O V O' U m n BEFORE DIGGING IN THIS AREA, CALL "ONE CALL" 811 FOR FIELD LOCATIONS (REQUEST FOR GROUND MARKINGS) OF Know whaleslow. UNDERGROUND UTILITY LINES COlbefors you 0 40 80 120 1 INCH = 40 FEET I HEREBY CERTIFY THIS TO BE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF ON THIS THE 25TH DAY OF APRIL, 2019. ` 011111111ft,111 , .` FIST , e STATE OFF••, '. • ARKANSAS NO.1659 P: . O - ;Lp/0 •• GAG.;;:•' c����c �7�lnnnnl"` IF THE SIGNATURE ON THIS SEAL IS NOT AN ORIGINAL AND NOT BLUE IN COLOR THEN IT SHOULD BE ASSUMED THAT THIS PLAT MAY HAVE BEEN ALTERED. THE ABOVE CERTIFICATION SHALL NOT APPLY TO ANY COPY THAT DOES NOT BEAR AN ORIGINAL SEAL AND SIGNATURE. nxu. BLEW & ASSOCIATES, PA CIVIL ENGINEERS & LAND SURVEYORS 3825 N. SHILOH DRIVE. FAYETTEVILLE, ARKANSAS 72703 OFFICE: 479.443.4506 FAX: 479.582.1883 -,vww.BLEWINC.com Certificate of Authorization Na 1534 DRAM BY&GATE: REVIEMOBY: SURVEYED BY: JH 4-25-2019 GC CH COUNTY&ffiATE: JOB NUMBER: PULASKI COUNTY, AR 19-1310 LOCATION: 2800 S. BATTERY STREET, LITTLE ROCK, AR FOR THE USE AND BENEFIT OF: METROPOLITAN HOUSING AUTHORITY - FPA (MHA) PAGE 2 OF 2 9.