4570A1 12 3
CERTIFICATE OF APPROVAL FOR RECORDING:
I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS BEEN
FOUND TO COMPLY WITH THE SUBDIVISION REGULATIONS OF THE CITY OF MARYVILLE
N PLANNING COMMISSION, WITH THE EXCEPTION OF SUCH VARIANCES. IF ANY, SO
ARE NOTED IN THE MINUTES OF THE PLANNING COMMISSION, AND THAT IT
HAS BEEN APPROVED BY THAT BODY OF RECORDING IN THE OFFICES OF THE
COUNTY REGISTER. {
i
ATE SEC ETARY, LAN ING COMMISSION
CERTIFICATE OF ACCURACY:
M
I HEREBY CERTIFY THAT THE PLAN SHOWN AND DESCRIBED HEREON IS
A TRUE AND CORRECT SURVEY TO THE ACCURACY REQUIRED BY THE
CITY OF MARYVILLE PLANNING COMMISSION AND THAT THE MONUMENTS
HAVE BEEN PLACED AS SHOWN HEREON TO THE SPECIFICATIONS OF THE
MARYVILLE-LAND DEVELOPMENT REGULATIONS.
I FURTHER CERTIFY THAT THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS
OF A CATEGORY I SURVEY AND THAT THE RATIO OF PRECISION OF THE ORIGINAL
FIELD MAKIREMENTA IS BETTER THAN 1:10,000.
Lf 61t,14W I"
REGISTERED LAND SURVEYOR
RANDALL R. WHITE
TENN. REG. NO.2446
DATE OF SURVEY 12.15.23
CERTIFICATION OF THE APPROVAL OF WATER UTILITIES
I HEREBY CERTIFY THAT THE WATER IMPROVEMENTS HAVE BEEN
K INSTALLED IN AN ACCEPTABLE MANNER ANA ACCORDING TO THE
SPECIFICATIONS OF THE MARYVILLE SUBDIVISION REGULATIONS IN
THE SUBDIVISION SHOWN HEREON, PROVIDED THAT THE DEVELOPER
MAKES PROPER PROVISIONS AND PAYS THE REQUIRED FEES TO THE
SOUTH �B�LOUNT UTILITY DISTRICT.
At aa-aq / �- A Ma 09
DATE N ER, NT UTILITY DISTRICT
J CERTIFICATE OF THE APPROVAL OF STREETS:
I HEREBY CERTIFY THAT THE STREETS AND OTHER IMPROVEMENTS
HAVE BEEN INSTALLED IN AN ACCEPTABLE
MANNER AND ACCORDING TO THE SPECIFICATIONS OF THE CITY OF MARYVILLE
LAND DEVELOPMENT AND PUBLIC WORKS STANDARDS IN THE SUBDIVISION
SHOWN HEREIN.
H DATE MARYVILLE CITY ENGINEER
CERTIFICATION OF STORMWATER UTILITIES:
I HEREBY CERTIFY THAT THE STORMWATER IMPROVEMENTS INCLUDING
ALL DRAINAGE STRUCTURES AND APPURTENANCES AS SHOWN HEREON
HAVE BEEN INSTALLED IN AN ACCEPTABLE MANNER AND ACCORDING TO
THE SPECIFICATIONS OF THE CITY OF MARYVILLE PLANNING COMMISSION,
SUBDIVISION REGULATIONS, LAND DEVELOPMENT AND PUBLIC WORKS
G STANDARDS AND OTHER ADOPTED DOCUMENTS.
2-1-7-4 aoAk" R . FBIa1;00
DATE "STORMWATER ENGINEER / CITY
ENGINEER
CERTIFICATE OF APPROVAL OF ELECTRIC
I HEREBY CERTIFY THAT ELECTRICAL IMPROVEMENTS HAVE BEEN
F 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.
2-1-
DATE (CITY OF ALCOA) APPRO6NG AGENT
v E
c
CERTIFICATION OF APPROVAL OF UTILITIES:
0
v
Q I HEREBY CERTIFY THAT SANITARY SEWER IMPROVEMENTS HAVE
o BEEN OR WILL BE INSTALLED IN AN ACCEPTABLE MANNER AND ACCORDING
F TO THE SPECIFICATIONS OF THE CITY OF MARYVILLE LAND DEVELOPMENT
3 REGULATIONS IN THE SUBDIVISION SHOWN HEREON, PROVIDED THE
DEVELOPER MAKES PROPER PROVISION AND PAYS THE REQUIRED FEES TO
zo THE CITY OF MARYVILLE PURSUANT TO THE "RULES, REGULATIONS, RATES
(n D AND POLICIES" OF THE CITY OF MARYVILLE WATER QUALITY CONTROL
3. DEPARTMENT.
JV
ATE ENGINEER/MANAGER
WATER QUALITY CONTROL DEPARTMENT
a
o CERTIFICATION OF APPROVAL OF ROAD NAMES
CL 1-11
C AND PROPERTY NUMBERS (E-911)
Z
I HEREBY CERTIFY THAT (1) THE NAMES OF EXISTING PUBLIC ROADS SHOWN
v7
I ON THIS PLAT ARE CORRECT, (2) THE NAMES OF ANY NEW ROADS, PUBLIC OR
j PRIVATE, DO NOT DUPLICATE ANY EXISTING NAMES AND SAID NAMES ARE
v APPROVED, AND (3) THE PROPERTY NUMBERS OF THE LOTS ARE SHOWN ARE
w IN CONFORMANCE WITH THE E-911 SYSTEM.
m o►-aa-a
ci 9 DATE E-911 AUTHORITY
I
q :t--' CERTIFICATE OF OWNERSHIP AND DEDICATION:
00
N I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE
o C: PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY
n ADOPT THIS PLAN OF SUBDIVISION WITH MY (OUR) FREE CONSENT, ESTABLISH
THE MINIMUM BUILDING RESTRICTION LINES, AND DEDICATE ALL RIGHT OF WAY,
�3 0° STREETS, ALLEYS, PARKS AND OTHER OP PACES TO PUBLIC OR PRIVATE USE
AS NOTED. /
A l-a- y
DATE O R:
0.N
DATE OWNER:
§iC
2 1 3
4 15 6 17 J8 9 10 11 12 13
Total
0 1P R=7
S R=739.00'
JOANN HURST / S 69°31'38" E A=120.00' WQ Esmt
WILLIAM & FRANCES FUNK 57.81' B=S 75°57'2T' E A=72.11'
MAP 35, PARCEL 31.11 MAP 35, PARCEL 31.14
` C=119.86' R=S 77 4'
DB 596, PG 431
� DB 571, PG 106LOVINGOOD HEIGHTS B=T48'51" E
LOVINGOOD HEIGHTS OT 4RAURELIO & AMANDA SERPA LOT 7 60•PC=72.09
KENNETH & JUDITH WATKINS MAP 35, PARCEL 31.09 PB 543 t MAP 35, PARCEL 31.12 / PB.1077B [Ot,7NUQGO [lCR/W S 42°42'44" E \
DB 2039, PG 2728
LOVINGOOD HEIGHTS I DB 2413, PG 1313 � IR(0) W - 7.65' \
LOVINGOOD HEIGHTS
., LOT 2 , LOT 5R SCOTT & DONNA NUCHOLS NT \ S 74°06'49" E
PB 1077E �/ .t. I PB 5 / 3 MAP 35, PARCEL 31.13 PN I 29.39'
RALPH & FAYE PAYNE , DB 562, PG 758 PN f
MAP 35, PARCEL 31.10 i LOVINGOOD HEIGHTS a I ) PNT
CATHERINE FAIRMAN DB 552, PG 234 , / LOT 6 o w .S 79°230
MAP 35, PARCEL 31.08 LOVINGOOD HEIGHTS PB 1077E i,, " 29E
JAMES & SARAH PRESBY DB 2309, PG 1191 \ LOT 3 ► / / 1016 ' 5.727REF TIE)
MAP 35, PARCEL 31.06 LOVINGOOD HEIGHTS PB 1077B \ t C-4 w
•�
DB 2324, PG 2978 LOT 1 S 70°25'00" E b I _� o
WILLIAM RAYLANE PROP PB 10778 \ n•71 / 4
Z
PB 3 / 604 ` \ �Z1°2k'0o IR(0)
DAVID &JANET GEYER ; 1108 ST0°
MAP 35, PARCEL 31.15 \ DB 679, PG 473 LA WILLIAM RAY NE PROP
LOT 2
PB 3 / 604 IR(0)
IR(0)
IR(0)
i �5g g183
IR(0)
yp,2"
�60 1 11
263
N 10°54'0�° TPOST IR(0) 4111,E cZ / tPNT
14g N / /
92, f \
p911° IR(0) IR(0) S 70 2138^
1S010, E ^'
IR(0)
LOT 1 w ( Caz /
I m /
10,198, 497.79 S Q FT , o
(+/- 234.13 ACRES)
Formerly Parcel 41.00 - Tract 2 of Partnership Park North
WATER QUALITY BUFFER I EASEMENT
(69 RIPARIAN BUFFER FOR LACKEY CREEK)
From the centerline intersection of Louisville Road and Proffitt Springs Rd
North 79 degrees 23 minutes 50 seconds West a distance of 294.72'to a point
Thence South 03 degrees 27 minutes 42 seconds East a distance of 394.00'to a point.
Thence South 07 degrees 01 minutes 10 seconds West a distance of 440.41'to a point.
Thence South 17 degrees 17 minutes 22 seconds West a distance of 137.84'to a point.
Thence South 23 degrees 40 minutes 52 seconds West a distance of 95.88'to a point.
Thence South 22 degrees 49 minutes 29 seconds West a distance of 24.74'to a point.
Thence North 24 degrees 30 minutes 09 seconds West a distance of 111.95'to a point.
Thence North 21 degrees 01 minutes 04 seconds West a distance of 160.3810 a point.
Thence North 05 degrees 59 minutes 00 seconds East a distance of 76.90'to a point.
Thence North 30 degrees 21 minutes 24 seconds East a distance of 190.1010 a point.
Thence North 06 degrees 07 minutes 32 seconds East a distance of 114.61'to a point.
Thence North 00 degrees 16 minutes 28 seconds East a distance of 331.42'to a point.
Thence North 00 degrees 25 minutes 56 seconds East a distance of 164.03'to a point.
Thence with a curve turning to the left with an arc length of 72.1 T, with a radius
of 739.00', with a chord bearing of South 77 degrees 48 minutes 51 seconds East,
with a chord length of 72.08',to a point. Thence South 42 degrees 42 minutes 44 seconds
East a distance of 7.65'to a point. Thence South 74 degrees 06 minutes 49 seconds East a
distance of 29.3910 a point which is the point of beginning,
Having an area of 137607.77 square feet, 3.16 acres
GUARD
BLDG
iv
Z I . r- ' PNT I
'm I > 1
v M
rn
WATER QUALITY BUFFER/EASEMENT
(69 RIPARIAN BUFFER FOR LACKEY CREEK) I X I l t
SEE NOTE 11 PNT M 1
137,607.77 SF W
3.16 ACRES
I N
_ 1.
S 88'00'44" E 269.54
N �E1
/p STORMWATER DETENTION / F ''-31 0RAF � PNT
1
01W WATER QUALITY EASEMENT #4 ,-, o
ti �'
(See Note 12) / 7 / 0
1 1
/ 100151.60 Sq. Feet '
PROPERTY LINE TO BE REMOVED
/4 �' 2.30 Acres r ' WITH RECORDING OF THIS PLAT
A5 OR
�) ^ PNT RIGHT OF WAY ACQUISITION FOR
Pry o / PROFFITT SPRINGS ROAD RECORDED
01 a o I b / �/ ' IN RB 2728, PG 2195
k488.13' r' \ AT
R:323.22' \ \' PNT
B:N 8(Y35'15" W \ ' t4 8743'08" E 1
C:443.05' 8.060REF TIE)
(94
N 6 0557" E S 171 T22" W
N 21'01'04" W 64•88' . / 137.84'
O0� 160.38'(WQ Esmt) 1 f� e
.� ANT
2U POWERLINE EASEMENT PNT
�O OF CITY OF ALCOA \ ` S 23°40'52" W
4042.97 SF 95.88' [O
0.09ACRES � V/SV/
` [[F[0
Jae PERMANENT DRAINAGE EASEMENT \ S 22'49'29" W DP
��P/,
IN RB 2728, PG 2195 PNT 24.74'
N 24'30'09" W PNT (WO Esmt)
111.95'(WQ Esmt) ,
N 18°4623" W /
66.OT
S 22°41'53" W
171.48'
PNT � o
O�
LINE / CURVE TABLE -0 U
CURVE RADIUS IARC LENGTH ICHORD LENGTH CHORD FARING I DELTA ANGLE Jm
Ct 308.92 336.33 319.96 S 6T27 09 W 6722 48 4� 2
C2 323.92 352.30 335.19 N 6T30 23 E 62 18 59 2
LINE
IBEARING
DISTANCE
L1
IN 80'24 46 W
17.16
L2
S 39'54 42 W
466.44
L3
S 84'54 42 W
61.77
L4
S 39'54 42 W
4.39
L5
N 50'05 1 80 W
15.00
L6
N 39'54 42 E
10.61
L7
N 84 54 42 E
61.77
L.8
N 3954 42 E
459.76
L9
S 80'24 46 E
18.37
L10
S 13*4515 W
15.04
L11
N 66' 15 36 W
202.16
L12
N 23'44 24 E
20.00
L13
S 66'15 36 E
202.14
L14
S 2X40 52 W
20.00
s�
•
y
Phyllis
Lee Crisp, Register
CI M
County Tennessee
Rec #:
654974unt
Rec'd:
15.00
Instrument #: 979624
State:
0.00
'
Clerk:
0.00
Recorded
•
Other:
2.00
2/6/2024 at 9:45 AM
Total:
17.00
Map
in
1
File FILE Pgs 4570A-4570A
i LJ S 13°4915" W
PNT 11.66'(Tie)
ASP. D V
15' WATER LINE EASEMENT 1
SOUTH BLOUNT UTILITY
DISTRICT / / �� \-� S 71. S 00*5131" E
13,416.84 SF / ��,y4�? S SS.R 195 2`3' " 119.84'
0.31 ACRES 10 51�.y 5� '70 2gj\ ' 4' f� •� JIR(0) I
CERTIFICATE OF ACCURACY: F 88'45732" E 1
I CERTIFY THAT THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS STORMWATER DETENTION / / / /+ 97,13'(TIE) I
OF A CATEGORY I SURVEY AND THAT THE RATIO OF PRECISION OF THE WATER QUALITY EASEMENT #1 hA /
ORIGINAL FIELD MEASUREMENTS IS BETTER THAN 1:10,000. (See Note Fe / //,�'�• /
52414.82 Sq. Feet
GPS CERTIFICATION: 1.20 Acres
I, RANDALL WHITE, HEREBY CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION WITH A PORTION OF THE ,��k� / /��tiry0�
SURVEY USING GPS. THE FOLLOWING GPS INFORMATION WAS �' C / h C,9 I
USED TO PERFORM THE SURVEY: ,,�
1) TYPE OF SURVEY: RTK_(REAL TIME KINEMATIC) / C-, A"V IR(0)
2) POSITIONAL ACCURACY: 0.02 FEET q� / / TENNESSEE GRID NORTH
3) DATE OF SURVEY: SEPTEMBER 1.2021
4) DATUM / EPOCH: NAD83 (2011) EPOCH 2O10.00
5) PUBLISHED / FIXED CONTROL USED: TDOT CORS NETWORK / lg N 79. ^ � 0 100 200 300
6) GEOID MODEL: GEOID 12B / S 71°5632' E O;-< * /� �°� / INGRESS/EGRESS EASEMENT
7) COMBINED SCALE FACTOR: 0.9999076 / 56Z `\ J/ CO ti'�y LOT 2 TO PUMP STATION FROM
PROFFITT SPRINGS RD SEE SCALE: 1" =100'
/ PUMP STATION RECORD BK 2058, PG 334
°
REGISTERED LAND SURVEYOR N 3224'05" Es 146.21' •- 12,234.46 SQ FT
RANDALL R. WHITE TENN. L7
REG. NO.2446
DATE OF SURVEY 9-22-21 S 70A(028 ACRES) MATCH LINE SEE SHEET S.6
4 5 6 7 1 8 9 10 111 12 13
14 15 16 1 1
U)
L
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ti
M
Z
H
Co p
O p
U �
ao
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O
W (0
L- OD
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VICINITY MAP & ' \� Cn
NOT TO SCALE I o � Cn
a)
m
LEGEND
O
0IR(N)
IRON ROD NEW N
OIR(o) IRON ROD FOUND
0 UTILITY POLE
C- GUY
(D ELECTRIC METER
® ELECTRIC PULL BOX
TELEPHONE PEDESTAL
VALVE
® WATER METER
<> FIRE HYDRANT
n SIGN
MAILBOX
W WATER LINE
RCP REINFORCED CONCRETE PIPE (STORM)
CMP CORRUGATED METAL PIPE (STORM)
W
PVC POLYVINYL CHLORIDE (STORM) A
HDPE HIGH DENSITY POLYETHYLENE (STORM)
OHP OVERHEAD POWER LINE
E ELECTRIC LINE
T TELEPHONE LINE
GENERAL NOTES
1. INFORMATION SHOWN ON THIS DRAWING ILLUSTRATES THE EXISTING
CONDITIONS ON 12.13.23
2. ALL DOCUMENTS OF RECORD CONSIDERED AND/OR REVIEWED BY THE
SURVEYOR AS A PART OF THIS SURVEY IN NOTED HEREON. THE SURVEYOR
WAS FURNISHED A COPY OF TITLE COMMITMENT AT TIME OF PLATTING. ALL
DEED REFERENCES PROVIDED ARE SHOWN HEREON. THIS IS THE SAME
PROPERTY DESCRIBED IN THE REGISTER'S DEEDS OFFICE OF BLOUNT
COUNTY, TENNESSEE. NO TITLE OPINION IS EXPRESSED OR IMPLIED Cn
3. UTILITY NOTE: a I ( I
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 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 UNDERGROUND UTILITY LOCATION CALL 811 (TENNESSEE ONE CALL)
4. COPYING AND OR USE OF THIS DRAWING FOR ANY PURPOSE OTHER THAN THE
ORIGINAL INTENT IS PROHIBITED WITHOUT PERMISSION FROM THE SURVEYOR
AND PROPERTY OWNER.
5. CITY OF MARYVILLE
ZONING REGULATIONS: INDUSTRIAL
BUILDING SETBACKS ARE AS FOLLOWS: 0
FRONT: 60'
StDE:50'
REAR: 60'
6. �' IRON RODS AT ALL CORNERS UNLESS OTHERWISE NOTED HEREON.
O
7. 5' UTILITY AND DRAINAGE EASEMENTS INSIDE ALL INTERIOR LOT LINES. 10' W
UTILITY AND DRAINAGE EASEMENTS INSIDE EXTERIOR BOUNDARY AND ROAD N
RIGHT OF WAYS PER THE CITY OF MARYVILLE SUBDIVISION REGULATIONS. w
8. OWNER OF PARCEL 41.03 PER PLAT 1475A WAS GRANTED AN EASEMENT 0 a
ADJACENT TO THEIR RESPECTIVE PARCEL FOR THE PURPOSE OF INSTALLING
AND MAINTAINING SEPTIC TANKS AND DRAIN FIELDS AS REQUIRED BY THE
BLOUNT COUNTY HEALTH DEPARTMENT. SAID EASEMENTS SHALL TERMINATE
AT SUCH TIME AS SAID PARCELS HAVE REASONABLE ACCESS TO A PUBLIC
SANITARY SEWER SYSTEM. W O
9. UTILITIES:
WATER: SOUTH BLOUNT UTILITY DISTRICT l J
SEWER: CITY OF MARYVILLE
NATURAL GAS: ATMOS ENERGY W
ELECTRIC: CITY OF ALCOA
10. PURPOSE OF THIS PLAT IS TO FORMERLY DELETE THE PROPERTY LINE 1,00 O p.,
BETWEEN PARCELS 31.19(TRACT 1) AND PARCEL 41.00(TRACT 2) AND TO CUT r O
CITY OF MARYVILLE. OUT A LOT FOR THE PURPOSED OF A NEW SANITARY PUMP STATION FOR THE -t , 1 � , �
OO
11. WATER QUALITY BUFFER / EASEMENT: THERE SHALL BE NO CLEARING, E--40
w^
GRADING, CONSTRUCTION OR DISTURBANCE OF VEGETATION EXCEPT AS rr ll
PERMITTED BY THE CITY OF MARYVILLE. V W O a
12. THE PROPERTY OWNER SHALL MAINTAIN THE STORMWATER FACILITY, IN W a
GOOD WORKING ORDER ACCEPTABLE TO THE CITY ENGINEERING AND PUBLIC 1 WORKS DEPARTMENT. MINIMUM MAINTENANCE OF SAID FACILITIES SHALL L-�-L O
INCLUDE SEDIMENT, DEBRIS, OIL, HYDROCARBONS, AND FOREIGN MATERIALS
REMOVAL; CUTTING AND REMOVAL OF WOODY VEGETATION ON AN ANNUAL a +
BASIS; AND KEEPING EMERGENCY SPILLWAYS FUNCTIONAL AND CLEAR OF
WOODY VEGETATION AND DEBRIS SO THAT THE OPERATION AND CAPACITY OF
THE STORMWATER AND/OR WATER QUALITY FACILITY CONTINUE TO FUNCTION
AS DESIGNED.
SURVEY FOR FINAL PLAT OF PARTNERSHIP PARK NORTH �� T,.•• • �����
(TRACT 2) 4P *%
DISTRICT 10 COUNTY BLOUNT CITY ALCOA WARD STATE TN 0'
-� • -
ADDRESS 1009 PROFFITT SPRINGS ROAD AGRICTJL ;
TAX MAP 035 INSERT GROUP PARCEL 041.00 0
PLAT BOOK 14758
DB / PG 6161737 ���'i' •••��"c•� ``1�
TOTAL ACREAGE PARCEL 41.00: 8286108.29 SQ FT (190.22 t AC)
TN ////11111111�1
(TRACT 1) DISTRICT 10 COUNTY BLOUNT CITY ALCOA WARD STATE JOB NO: 218.02
ADDRESS LOVINGOOD WAY DATE: 12.15.23
TAX MAP 035 INSERT GROUP PARCEL 031.19 DRAWN: RRW
PLAT BOOK _ CHECKED:- RRW
DB / PG 2074 / 2942
TOTAL ACREAGE PARCEL 031.19: 1994018.87 SQ FT (45.78 t AC)
FEMA FLOOD MAP: 47009CO117C, PANEL 117 OF 475, DATED: 9-19-07, ZONES Sol
FEMA FLOOD MAP: 47009CO120C, PANEL 120 OF 475, DATED: 9-19-07, ZONE
BEARING BASE - NAD83 (2012) - NAVD88
14 1 15 1 16 SHEET NO.