4585B%
2
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0
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TENNESSEE GRID NORTH
(NAD 83 - 2011)
NAVD 88
46
/
ELF
IR(0)
CURB INLET
�GF / T.0 =895.95
�GQ`� N l 0 0 / \ I.E: 893.15
46
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9F�y T.C189575
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0
IR 0 POB lo/ / � o °0� I.E. OUT=89215 \ 6, S�q () �GQe�z �9 / 30' O�icC'L�A
/ a ! �♦:/ 4QGReQ,�G F 1 QG /\ SAMH
°- v j ytpe�Cry6g0. / \ TE =88s 27 // /y �O
// / T. 896.63
I.E. SE=891.54 d 6
LE SW=891.45
SAMH
a / T.C.=893.80
I.E. NE=886.50
/ 2 \ I.E. SE= 88 60 / / �QaG /
j P. 1110
a 15' ALLEY CLOSURE \ / / �o♦�j // / y / /,� �Q �Q�16G �9 / /
60/3557.61 SQ. FT.O \ \ 0.08 ACRES
quo �� \ A c��DA / / l,• / /CB2x2 e♦j
°8�9� A� / \ l 1.22
I.E. IN 9889 06 p♦�`�/
!/ -'P" �f A Fy / / 10 \ /'% vI.E. OUT=887.52 / p0
/ �y \ qo- s o'er 20 /
'�yo \ o
'_cAam o 1 \6`0 Q��e�ti°e
if I-
4or 9 45&P
9 ' 10 I 11 ' 12 ' 13
LEGEND
STMH
T.C.=898.83
I.E. IN(CI)=896.28
I.E. IN=893.58
I.E. OUT=893.58
STMH
T.C.=899.41
I.E. IN=894.01
I.E. OUT=893.96.d
o P \ 6 / e 6•
IX
IR(0) Fss��+ \ / / \ / / \ <1 /
AA \ / / \ / / 5' /
oG,p016
G gym/
y pavement not located
/ p / \y / LOT 130R � \ -�. Portion of Alley
/ �SFj / \ / Inside Right of Way
89,028.04 SQ. FT
CURB INLET
T.C.=898.59
I.E =896.92
J
I
S, / \ 2.04 ACRES
/ SAMH
T.C.=895.17
I.E. NE=890.62
LE. NW=890.60
I.E. SW=890.62
§ 'PLO, \ o�
If
SAMH
887.26
LE IN=883.66
LE OUT=883.58
5 \ /
/
/
2x2 /T.C.=885.67 / -
I.E=882.73
y �
5'
ol
.-
Upon Closure of Alley - right of way
reverts back to adjacent owners.
Intent of Plat is to combine lots
130-136 of Bassell Subdivision and
closure of alley to create 1 lot (Lot
130R)
OIR(°) IRON ROD
0") IRON ROD (NEW)
0 UTILITY POLE
0 UTILITY -LIGHT POLE
LIGHT POLE
J
GUY
ALLEY TO BE
CLOSED /
FIRE HYDRANT
ABANDONED
OO MANHOLE
Gay
® ED CATCH BASINS
CURB INLET
O ROUND AREA DRAIN
SIGNy�
w WATER LINE
o�
Gay
ss SANITARY SEWER LINE
STORM SEWER LINE
LOCATION MAP N.T.S.
RCP REINFORCED CONCRETE PIPE
CMP CORRUGATED METAL PIPE
GENERAL NOTES
PVC POLYVINYL CHLORIDE
1. SURVEY IS IN COMPLIANCE WITH CURRENT TENNESSEE MINIMUM
STANDARDS OF PRACTICE.
OHP OVERHEAD POWER LINE
------- PROPERTY BOUNDARY
2. INFORMATION SHOWN ON THIS DRAWING ILLUSTRATES THE EXISTING
B.M. BENCH MARK
CONDITIONS ON 1-31-22. ALL DOCUMENTS OF RECORD CONSIDERED
AND/OR REVIEWED BY THE SURVEYOR AS A PART OF THIS SURVEY IN
NOTED HEREON. THE SURVEYOR WAS NOT FURNISHED A COPY OF TITLE
COMMITMENT. ALL DEED REFERENCES PROVIDED ARE SHOWN HEREON.
PORTION OF 15' ALLEY TO BE ABANDONED / CLOSED
THIS IS THE SAME PROPERTY DESCRIBED IN THE REGISTER'S DEEDS
OFFICE OF BLOUNT COUNTY, TENNESSEE.
3. UTILITY NOTE: THE SURVEYOR IS NOT RESPONSIBLE FOR ANY
DETERMINATION OR LOCATION OF ANY UNDERGROUND CONDITIONS NOT
VISIBLE AND INCLUDING, BUT NOT LIMITED TO, SOILS, GEOLOGICAL
CONDITIONS, PHYSICAL DEVICES AND FACILITIES, PIPELINES OR BURIED
0 30 60 90
CABLES AND SHALL NOT BE RESPONSIBLE FOR ANY LIABILITY THAT MAY
ARISE OUT OF THE MAKING OF OR FAILURE TO MAKE SUCH
DETERMINATION OR LOCATION OF ANY SUBSURFACE CONDITION. FOR
SCALE: 1" = 30'
UNDERGROUND UTILITY LOCATION CALL 811 (TENNESSEE ONE CALL)
4. THE PURPOSE OF THIS SURVEY IS TO SHOW THE EXISTING CONDITIONS
FOR ROAD CLOSURE - 15' ALLEY BETWEEN (SOUTH OF SANDERSON
STREET AND WEST OF RANKIN ROAD.) AND DELETE ALL INTERIOR LOT
LINES FOR LOTS 130-136 OF BASSELL SUBDIVISION TO CREATE 1 LOT.
10. THE CONSTRUCTION OF SIDEWALKS TO CITY SPECIFICATIONS SHALL BE
5. SUBJECT PROPERTIES AND 15' ALLEY WAY ARE NOT LOCATED IN A
MAINTAINED AND/OR INSTALLED ALONG SANDERSON STREET AND S RANKIN
SPECIAL FLOOD HAZARD AREA AS SPECIFIED BY FEMA FLOOD MAP
ROAD FRONTAGES, OR INCLUDE AN APPROPRIATE EQUIVALENT, AT SUCH
47009C0138C, 9-19-07 (ZONE X)
TIME OF DEVELOPMENT OF LOT 130R.
7. PROPERTY UTILITIES:
11. AN OPEN SPACE DEDICATION OF 0.10 ACRES (OR 4451.40 SQUARE FEET) IS
SANITARY SEWER: CITY OF ALCOA
TO BE IDENTIFIED AND MAINTAINED ON LOT 130R AT TIME OF DEVELOPMENT
WATER: CITY OF ALCOA
TO SATISFY THE FIVE PERCENT (5%) MINIMUM REQUIRED.
8. ZONING - E3 (MIXED USE)
12. THE 15 FOOT ALLEY/RIGHT OF WAY WAS VACATED, ABANDONED AND
FRONT SETBACK: 10 FEET
CLOSED BY ORDINANCE ON APRIL 12, 2022, CITY OF ALCOA ORDINANCE #
SIDE SETBACK: 0 FEET
ORD 22-540.
REAR SETBACK: 10-25 FEET
BUFFER: 25 FEET IF ABUTS DIFFERENT ZONE
13. UTILITY, CONSTRUCTION AND DRAINAGE EASEMENTS SHALL BE 10 FEET
ON THE INSIDE OF ALL EXTERIOR LOT LINES PERIMETER TO THE SUBDIVISION
9, OWNER INFORMATION:
AND ALONG STREET RIGHTS OF WAY, AND FIVE FEET ON EACH SIDE OF ALL
MANX PROPERTIES, LLC
INTERIOR LOT LINES. THERE SHALL BE EASEMENTS PER UTILITY PROVIDER'S
145 E HARPER AVE
SPECIFICATIONS FOR ALL AS -BUILT UTILITIES, UNLESS OTHERWISE NOTED.
MARYVILLE, TN 37804
WITH CLOSURE OF ALLEY - EXISTING SANITARY AND OVERHEAD
POWER LOCATED INSIDE THE PROPOSED CLOSURE AREA WILL BE
SUBJECT TO A 15' EASEMENT FOR BOTH SANITARY AND ELECTRIC
E //U)
I a) ' -
c
� C /.
a.v
CL
'o CERTIFICATE OF OWNERSHIP AND DEDICATION
1(WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROPERTY
CERTIFICATE OF APPROVAL SANITARY SEWER APPROVAL OF STREETS SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN OF
c Q SUBDIVISION WITH MY (OUR) FREE CONSENT, ESTABLISH THE MINIMUM BUILDING
I HEREBY CERTIFY THAT THE SANITARY SEWER IMPROVEMENTS HAVE BEEN INSTALLED IN AN I HEREBY CERTIFY THAT THE STREET IMEROVEAIIENTS HAVE BEEN INSTALLED IN AN RESTRICTION LINES, AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, AND
c ACCEPTABLE MANNER AND IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL CERTIFICATE OF APPROVAL OF ELECTRIC ACCEPTABLE MANNER AND IN COM NC ALL LOCAL, S TE AND FEDERAL
o rn OTHER OPEN SPACES TO PUBLIC OR PRIVATE USE AS NOTED.
�t REGULATIONS, OR PROVISIONS HAVE BEEN MADE FOR THE INSTALLATIONS, IN THE I HEREBY CERTIFY THAT ELECTRICAL IMPROVEMENTS HAVE BEEN INSTALLED IN AN REGULATIONS, OR PROVISIONS BEE LLATIONS, IN THE
00 SUBDIVISION SHOWN HEREON. IN THE EVENT SANITARY SEWER IS NOT AVAILABLE, APPROVAL ACCEPTABLE MANNER AND IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL SUBDIVISION SHOWN HEREON. DATE OWNER .
.. B BY THE BLOUNT COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS REQUIRED AS TO BE REGULATIONS, OR PROVISIONS HAVE BEEN MADE FOR THE INSTALLATIONS, IN THE J 23,.2 %
CV INDICATED BY SEPARATE CERTIFICATE. SUBDIVISION SHOWN HEREON. /,l 0 0 !7
00
r n� — DATE 4 �1 OWNER
� DATE CITY OF AL A PROVING AGENT,
C„7y /hw,� t'�2�. Zy PUBLIC W K AND ENGINEERING OR
jN DATE E1(1 INEE DI ECTOR PUBLIC WORKS DEP TMENT DATE LOCAL UTILITIES APPRO G AGENT COUNTY AD COMMISSIONER
c
n CERTIFICATE OF APPROVAL FOR RECORDING CERTIFICATION OF SURVEY ACCURACY
o a CERTIFICATE OF APPROVAL OF STREET NAMES 1 HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HERE HAS BEEN FOUND TO I HEREBY CERTIFY THAT THE PLAN SHOWN AND DESCRIBED HEREON IS A TRUE AND
CERTIFICATE OF APPROVAL OF WATER I HEREBY CERTIFY THAT (1) THE NAMES OF EXISTING PUBLIC ROADS SHOWN ON THIS COMPLY WITH THE SUBDIVISION REGULATIONS FOR ALCOA, TENNESSEE, WITH THE CORRECT SURVEY TO THE ACCURACY REQUIRED BY THE ALCOA MUNICIPAL/
— � 1 HEREBY CERTIFY THAT WATER IMPROVEMENTS HAVE BEEN INSTALLED IN AN SUBDIVISION PLAT ARE CORRECT, (2) THE NAMES OF ANY NEW ROAD, WHETHER EXCEPTION OF SUCH VARIANCES, IF ANY, AS ARE NOTED IN THE MINUTES OF THE REGIONAL PLANNING COMMISSION AND THAT THE MONUMENTS HAVE BEEN PLACED
0) .. ACCEPTABLE MANNER AND IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL PUBLIC OR PRIVATE, DO NOT DUPLICATE ANY EXISTING NAMES AND SAID NAMES ARE ALCOA MUNICIPAL/REGIONAL PLANNING COMMISSION AND T T IT HAS BEEY AS SHOWN HEREON, TO THE SPECIFICATION OF I;W SUBDIVISION REGULATIONS.
0 REGULATIONS, OR PROVISIONS HAVE BEEN MADE FOR THE INSTALLATIONS, IN THE APPROVED, AND (3) THE PROPERTY NUMBERS OF THE LOTS SHOWN ON THIS PLAT ARE APPROVED FOR RECORDING IN THE OFFI E OF THE BLOU UNTY RE TE F THIS IS A CATEGORY I LAND SURVEY AND E O OF PRECIS N OF THE
j o A SUBDIVISION SHOWN HEREON. IN CONFORMANCE WITH E-911 SYSTEM. DEEDS. UNADJUSTED SURVEY IS EQUAL TO 0 THAN 1:10,
A., X14
DATE E-911 AUT RITY DATE A Y NING CO SION DATE GIST D S OR R.L.S. #24as
o.� DATE LOC L TILITI S APPROVING AGENT
/o
GPS CERTIFICATION:
I, RANDALL WHITE, HEREBY CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION WITH A PORTION OF THE SURVEY USING GPS.
THE FOLLOWING GPS INFORMATION WAS USED TO PERFORM THE SURVEY:
1) TYPE OF SURVEY: RTK (REAL TIME KINEMATIC)
2) POSITIONAL ACCURACY: 0.02 FEET
3) DATE OF SURVEY: JANUARY 31, 2022
4) DATUM / EPOCH: NAD83 (2011) EPOCH 2O10.00
5) PUBLISHED / FIXED CONTROL USED: TDOT CORS NETWORK
6) GEOID MODEL: GEOID 12A
7) CO D FACTOR: 0.9999109
8) RIZ L D UM (NAD VERTICAL (NAVD88)
REGISTERED LAND SURVEYOR
RANDALL R. WHITE
TENN. REG. NO.2446
DATE OF SURVEY 1.31.22
Phyllis Lee Crisp, Register
Blount County Tennessee
Rec #:
656095
Rec'd:
15.00
Instrument #: 981184
State:
0.00
Clerk:
0.00
Recorded
Other:
2.00
3/5/2024 at 3:15 PM
Total:
17.00
in
Map
File FILE Pgs 4585E-4585B
PROPERTY INFO:
PARCEL 014.00, CTRL MAP 046M, GRP F
BASSEL SUBDIVISION - BLOCK 200, LOT 136
PLAT OF RECORD: 126B
WDB 2696, PG 39
PARCEL 015.00, CTRL MAP 046M, GRP F
BASSEL SUBDIVISION - BLOCK 200, LOT 135
PLAT OF RECORD: 126B
WDB 2696, PG 39
PARCEL 016.00, CTRL MAP 046M, GRP F
BASSEL SUBDIVISION - BLOCK 200, LOT 134
PLAT OF RECORD: 126B
WDB 2696, PG 39
PARCEL 017.00, CTRL MAP 046M, GRP F
BASSEL SUBDIVISION - BLOCK 200, LOT 133
PLAT OF RECORD: 126B
WDB 2696, PG 39
PARCEL 013.00, CTRL MAP 046M, GRP F
BASSEL SUBDIVISION - BLOCK 200, LOT 132
PLAT OF RECORD: 126B
WDB 2696, PG 46
PARCEL 012.00, CTRL MAP 046M, GRP F
BASSEL SUBDIVISION - BLOCK 200, LOT 131
PLAT OF RECORD: 126B
WDB 2696, PG 46
PARCEL 011.00, CTRL MAP 046M, GRP F
BASSEL SUBDIVISION - BLOCK 200, LOT 130
PLAT OF RECORD: 126B
WDB 2696. PG 46
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JOB NO: 497.01
DATE: 2.1.22
DRAWN: RRW
CHECKED: RRW
Sol
SHEET NO.
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