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4628AWIA CERTIFICATE OF S-UR�VEY� pR�AC-Y 1 HEREBY CE�A�QC ATRUE m 00 W, r3 ® ® AND CORRC6 1ctr?f �' �AND DESCRIBED HEREON IS /ss Y�QUIRED BY THE ALCOA UOPPND THAT THE NNIVREON, TO THE JLAWNS FOR ALCOA, SURVEY AND THE 'EY"SONTROL SET TO K7 FEET HORIZONTALLY�_ SURVEYOR'S NOTES 1. THE PURPOSE OF THIS PLAT BEING A PLAT OF CORRECTION TO DEPICT THE AS BUILT CONDITIONS OF FEATURES CONSTRUCTED AS OF THE DATE OF THIS SURVEY. 2. ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES IN U.S. SURVEY FEET. THE COMBINED SCALE FACTOR FOR THIS PROJECT IS 0.999911712. 3. ELEVATIONS SHOWN ARE REFERENCED TO THE BENCHMARK PROVIDED ON DESIGN PLANS. 4. GLOBAL POSITIONAL DATA (REAL-TIME KINEMATIC (RTK) GPS) WAS OBSERVED ON MARCH 7, 2024, UTILIZING A TRIMBLE R12 DUAL FREQUENCY RECEIVER. THE POSITIONAL ACCURACY OF THE GPS SURVEY CONTROL SET TO PERFORM THIS SURVEY DOES NOT EXCEED 0.07 FEET HORIZONTALLY. 5. FIXED CONTROL STATIONS ARE LISTED AS FOLLOWS: TDOT DISTRICT 15 CORS ARP, PID: DJ9540, LATITUDE N36°00'08.23528", LONGITUDE W83°46'13.95276". 6. THE PROPERTY IS ZONED "E" (GENERAL BUSINESS). BUILDING SETBACKS ARE 40' FRONT; 10' SIDE; 10, REAR. 7. FULL ACCESS TO LOT 1 SHALL BE LIMITED TO JOULE STREET AND RANKIN ROAD. ACCESS TO AND FROM THIS PROPERTY AT NORTH HALL ROAD FRONTAGE IS LIMITED TO RIGHT -IN AND RIGHT -OUT ONLY. 8. THE FURTHER CONSTRUCTION OF SIDEWALKS TO CITY SPECIFICATIONS SHALL BE INSTALLED ALONG ALL PUBLIC ROAD FRONTAGES, OR AN APPROPRIATE EQUIVALENT, AT SUCH TIME THE REMAINDER OF LOT 1 DEVELOPS. 9. "UTILITY, CONSTRUCTION AND DRAINAGE EASEMENTS SHALL BE 10 FEET ON THE INSIDE OF ALL EXTERIOR LOT LINES AND STREET RIGHTS -OF -WAY, AND FIVE FEET ON EACH SIDE OF ALL INTERIOR LOT LINES. THERE SHALL BE EASEMENTS PER UTILITY PROVIDER'S SPECIFICATIONS FOR ALL AS -BUILT UTILITIES, UNLESS OTHERWISE NOTED". 10. THE PROPERTY SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR CITY OF ALCOA THIS MAP IS DESIGNATED AS MAP NUMBER 47009CO138C AND HAS AN EFFECTIVE DATE OF SEPTEMBER 19, 2007. 11. THE SURVEY SHOWN HEREON WAS COMPLETED IN THE FIELD AND IN THE OFFICE BY THE CERTIFYING SURVEYOR BETWEEN MARCH 7, 2024, AND MAY 2, 2024. THE FIELD WORK WAS COMPLETED ON MAY 2, 2024. 12. NO BOUNDARY SURVEY COMPLETED AT THIS TIME. PROPERTY LINES SHOWN TAKEN FROM RECORDED PLAT 4399A, DEED REFERENCE BOOK 2734 PAGE 2256. 13. EXISTING TEN FOOT GAS LINE EASEMENT MISC. BK. 14 PG. 453. 14. UNDERGROUND UTILITIES SHOWN BASED ON MARKINGS ON THE GROUND AT THE TIME OF SURVEY. A COMPLETE SUBSURFACE UTILITY INVESTIGATION WAS NOT PERFORMED AT THIS TIME. 15. DRAINAGE EASEMENT REFERENCED IN BOOK 2734 PAGE 2255 AND SHOWN ON EXHIBIT "C" OF SAID DOCUMENT, HOWEVER THEY ARE NOT PLOTABLE BASED ON ON INFORMATION PROVIDED. 16. THE AREA OF DEVELOPED LOT COVERAGE IS APPROXIMATELY 2.42 ACRES OR 28% OF THE TOTAL LOT AREA 17. LOCATION OF DOMESTIC WATER LINE IS FROM DESIGN PLANS. LINE WAS NOT MARKED TIME OF SURVEY LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION OD STORM MANHOLE TRAFFIC POLE ® CLEANOUT DRAINAGE - - SIGN CI-1 CURB INLET -3 LIGHT POLE OW WATER VALVE © GAS METER © ELECTRIC PULL BOX ® SANITARY MANHOLE Qw WATER METER TRAFFIC CONTROL BOX HYDRANT ® BOLLARD CONCRETE $ POLE WO WATER VAULT GAS MARKER e w BENCHMARK FOUND -��-� DRAINAGE EASEMENT GAS EASEMENT - SEWER EASEMENT ----- WATER EASEMENT - - ACCESS EASEMENT 9047 Executive Park Dr., Ste. 120 Knoxville, TN 37923 Ofc: 865.200.4366 email: info@sam.biz M z W Owl ' O n 472/ Oz CIJ;3/�'/ WO n I RIM: 881.95' --4 8" PVC IN NW I INV: 870.75' CERTIFICATE OF OWNERSHIP AND DEDICATION I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN OF SUBDIVISION WITH MY (OUR) FREE CONSENT, ESTABLISH THE MINIMUM BUILDING RESTRICTION LINES, AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, AND OTHER OPEN SPACE TO PUBLIC USE AS NOTED. - Z9 -2-Y OWRLRSIGNATORF DATE OWNER P INTED NAME CERTIFICATE OF APPROVAL FOR RECORDING I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HERE HAS BEEN FOUND TO COMPLY WITH THE SUBDIVISION REGULATIONS FOR ALCOA, TENNESSEE, WITH THE EXCEPTION OF SUCH VARIANCES, IF ANY, AS ARE NOTED IN THE MINUTES OF THE ALCOA MUNICIPAUREGIONAL PLANNING C MISSI N AND THAT IT HAS BEEN APPROVED FOR RECOR G IN T OFFI OF E BLOUNT COUNTY REGI R OF DEEDS. 1 /L'-/,/( IIIq ETARY, PLAWNG CO It9IIN bAT CERTIFICATE OF APPROVAL OF STORMWATER 1 HEREBY CERTIFY THAT STORMWATER IMPROVEMENTS, INCLUDING ALL DRAINAGE STRUCTURES AND APPURTENANCES, HAVE BEEN INSTALLED IN AN ACCEPTABLE MANNER AND IN COMPLIANCE WITH ALL LOCAL, ST TE AND FEDERAL REGULATIONS, OR PROVISIONS HAVE BEEN E THE INSTALLATIONS, IN THE SUBDIVISION SHOWN HER -7/f /Z4 CITY OF ALCOA APPROVING A E , DATE I PUBLIC WORKS AND ENGINEE G / RIM:879.58' 15"HDPE IN SE D INV:872.18' 24" HOPE OUT N INV: 872.08, I mx o0 5o -0 -4m 0 �11 -t, 10' GAS ""►.�`EMENT 8" °PF°moo �jj,, � 46' ononoC "J. RIM: 878.59' - 15" HOPE IN NE INV: 873.79' - 15" HOPE IN SE _ INV: 873.99' 15" HDPE OUT NW - ' INV.,873.69'_ u TRANSFORMER E - M D r z .m JOHSON & GALYON, INC JOB NUMBER: 1024087033 DATE: 06/2024 SCALE: 1" = 60' SURVEYOR: R.SANDERS TECHNICIAN: J.SKILES/ E. SIORETI DRAWING: 87033 AS BUILT.DWG TRACT ID: N/A PARTYCHIEF: C.PERKINS r T � r15" 91W8 nooa�HDPQ0 Ill- o- x ui - - a �O- �e 10.0' f RIM:878.35' 15" HDPE INV:875.45' /oE MATCH LINE (SEE SHEET 2) UNIVERSITY HEALTH SYSTEM, INC LOT 1 OF THE "FINAL PLAT OF BLOUNT COUNTY MEDICAL PARK" PARCEL #: 046L B 014.00 8.7± ACRES (RB 2774 PG 2523) DOMESTIC WATER LINE (SEE NOTE 17) RIM: 880.13 8" PVC IN SE INV: 872.73' 8" PVC IN NE INV: 871.83' 8" PVC IN NE INV., 875.73 8" PVC OUT NW INV: 871.73' RIM: 878.79' 15" HDPE IN NE INV: 873.09' 24" HDPE IN SE INV. 873.19' 10" HOPE IN SW INV:1173,39" 24" HDPE OUT NW INV. 873.79' MEDICAL OFFICE BUILDING FFE: 881.46' 0 0 0 1 11 40' SETBACK LINE RIM: 880.46' 10, HOPE IN SE INV., 877.06 15" HOPE OUT NE INV: 877.06' AWNING CERTIFICATE OF APPROVAL OF ELECTRIC I HEREBY CERTIFY THAT ELECTRIC IMPROVEMENTS HAVE BEEN INSTALLED IN AN ACCEPTABLE MANNER AND IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS, OR PROVISIONS HAVE BEEN MADE FOR THE INSTALLATIONS, IN THE SUBDIVISION SHOWN HEREON. ^7 - l -ZY CITY OF ALCOA APPROVING NT, ELECTRIC DATE CERTIFICATE OF APPROVAL OF SANITARY SEWER I HEREBY CERTIFY THAT THE SANITARY SEWER IMPROVEMENTS HAVE BEEN INSTALLED IN AN ACCEPTABLE MANNER AND IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS, OR PROVISIONS HAVE BEEN MADE FOR THE INSTALLATIONS, IN THE SUBDIVISION SHOWN HEREON. IN THE EVENT SANITARY SEWER IS NOT AVAILABLE, APPROVAL BY THE BLOUNT COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS REQUIRED AS TO BE INDICATED BY SEPARATE CERTIFICATE. LOCAL UTILITIES APPROVING AGENT DATE LO� UTILITY PROVA CERTIFICATE OF APPROVAL OF WATER 1 HEREBY CERTIFY THAT WATER IMPROVEMENTS HAVE BEEN INSTALLED IN AN ACCEPTABLE MANNER AND IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS, OR PROVISIONS HAVE BEEN MADE FOR THE INSTALLATIONS, IN THE SUBDIVISION SHOWN HEREON. C� LOCH UTILITIES AAPPPROVI G/AGENT DATE -1 I�L1 '��ii•�IT L� ��� on0000� °Y--10" HDPE �, 15" HDPE SLOPE: 4.90% UP)z N r m vP mx �o pm I IRIM: 878.21' 15" HDPE OUT SW INV. 874.71' �I y r�oonono _ M� 15" HDPE LOPE: 2.36% - 8.0"TYP O a- rn i t + m- 0 1� Tu 15" HDPE SLOPE: 0.799 R=11409.16' L=456.04' CB=S39°11'23"E CD=456.01 i n m xl O X 0 -0 O tom-' 0I 50.0' �. RIM: 878.41, r ( 15" HDPE OUT "w INV:874.81' y S53°3T49"W - - RIM:878.87' 15" HDPE IN SW INV: 874.07' 15" HDPE IN NE INV: 874.27' 24" HDPE OUT NW INV: 873.97' JOULE STREET CENTER OF 60' PUBLIC R/W - -oc- _ _ I [MOW" N�1111111 Ill 11Lj • • . . . ii CERTIFICATE OF APPROVAL OF STREETS I HEREBY CERTIFY THAT STREET IMPROVEMENTS HAVE BEEN INSTALLED IN AN ACCEPTABLE MANNER AND IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS, OR PROVISIONS HAVE BEEN MADE FOR THIE INSTALLATIONS, IN THE SUBDIVISION SHOWN HEREON. �/1 /Z�! CITY OF ALCOA APPROVIN DATE PUBLIC WORKS AND ENGIN G OR COUNTY ROAD COMMISSIONER CERTIFICATE OF APPROVAL OF STREET NAMES I HEREBY CERTIFY THAT (1) THE NAMES OF EXISTING PUBLIC ROADS SHOWN ON THIS SUBDIVISION PLAT IN THE SUBDIVISION SHOWN HEREON ARE CORRECT, (2) THE NAMES OF ANY NEW ROAD, WHETHER PUBLIC OR PRIVATE, DO NOT DUPLICATE ANY EXISTING NAMES AND SAID NAMES ARE APPROVED, AND (3) THE PROPERTY NUMBERS OF THE LOTS: HOWN ON THIS PLAT A E IN CONFORMANCE WITH E911 SYSTEM. E-911 AUTHORITY DATE CERTIFICATE OF STORMWATER MAINTENANCE CONTROL MEASURES I (WE) HEREBY CERTIFY THAT I (WE) AS THE OWNER(S)/DEVELOPER(S) ACKNOWLEDGE THAT THE STORMWATER FACILITIES HAVE BEEN INSTALLED IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS, OR PROVISIONS HAVE BEEN MADE FOR THE INSTALLATIONS, IN THE SUBDIVISION SHOWN HEREON AND THAT THE NOTED STORMWATER CONTROL MEASURES SHALL BE PRIVATELY MAINTAINED AND OPERATED BY THE PROPERTY OWNER, PROPERTY OWNERS' ASSOCIATION, OR OTHER ENTITY IDENTIFIED ON THIS PLAT. NENDEVELOPER DATE Phyllis Lee Crisp, Register Blount County Tennessee Rec #: 662164 Rec'd: 15.00 Instrument #: 988983 State: 0.00 Clerk: 0.00 Recorded Other: 2.00 7/10/2024 at 8:15 AM Total: 17.00 in Map File FILE Pgs 462BA-4628A WATER EASEMENT TABLE NUMBER DIRECTION LENGTH W5 S19°43'51'E 64.14' W6 N65°3452"E 102.42' W7 S26°32'27"E 69.39' W8 S63°2T33°W 10.00, W9 N26-3727-W 59.76' EASEMENTTABLE NUMBER DIRECTION LENGTH S3 S32°31'01'E 163.30' S4 N38°3920"W 138.3Z S5 N32°58'56°W 28AT GAS EASEMENT TABLE NUMBER DIRECTION LENGTH GI S38°3T5eE 10.24' G2 S63°48'34°W 165.64' G3 N13°3T58"W 10.25' G4 N63°48'34"E 161.19' WATER EASEMENT TABLE NUMBER DIRECTION LENGTH W10 S65°3452W 93.60' W11 S19°43'51"E 37.09, W12 N38°39'20"W 30.83' W13 N19°43'51"W 82.66' 0 60' 120' GRAPHIC SCALE PATH:\\SAMINC\KNX\PROJECTS\1024087033\100\SURVEY\02BASE\87033 AS BUILT ES.DWG FIELDBOOKS: N/A �628A SHEET 1 OF 2