3954B00,
1. IRON PINS SET AT ALL CORNERS, BY THIS SURVEY, UNLESS OTHERWISE NOTED. 12. FUTURE DEVELOPMENT LOT IS CURRENTLY UNBUILDABLE PER SUBDIVISION
ALL NEW PROPERTY MONUMENTS ARE 1/2" x 18" REBAR IRON PINS WITH REGULATIONS. PLANS FOR THIS ARE ARE TO SUBDIVIDE IT WITH ADDITONAL CERTIFICATE OF OWNERSHIP /�, ANDDEDICATION•
TAILE PLASTIC CAP STAMPED "LYNCH 2447". PROPERTY TO CREATE 2 BUILDABLE LOTS WHICH SHALL THEN BE REPLATTED. ooS�P��
C� eream (we are
l (we) hereby certify that l of the m A �Ro
®®� Acres 2. CLT TAX MAP 068 PARCEL 002.02. 13. A PROPERTY OWNERS ASSOCIATION WITH DUTIES TO MAINTAIN AND REPAIR ) the owner ( s )
10 COMMON AREAS INCLUDING BUT NOT LIMITED TO DRAINAGE OR DETENTION property shown and described hereon and that I (we) hereby adopt z �'� SNOGs WAY P��o
this FACILITIES FOR STORM WATER WILL BE PROVIDED FOR IN RESTRICTIVE s plan of subdivision with my (our) free consent establish the CMG m
3. DEED REFERENCES - 2536/181
700,865 sq. ft. COVENANTS RECORDED BY THE DEVELOPER FOR THIS PROPERTY. A COPY OF minimum building restriction lines, and dedicate all streets, alleys,
INCLUDES COMMON AREA AND R.O.W. 4. SETBACKS:
SUCH RESTRICTIVE COVENANTS SHALL BE APPROVED IN ADVANCE BY THE CITY. parks and other open spaces to public or private use as noted
THE RESTRICTIVE COVENANTS AS APPROVED SHALL BE RECORDED IN BLOUNT
FRONT: 25'
COUNTY REGEISTER OF DEEDS OFFICE AND A COPY THEREOF WITH RECORDING tL12oz o 'A-LL� 9-0114 6 $ L-f -C-- RP�ES� g�� o R��G�Ooo
SIDE: 10' �/------------------------- 0 GE o c m� 000
®TAL �� S 3 � REAR: 20' INFORMATION SHALL BE PROVIDED TO THE CITY PLANNING OFFICE WITHIN FIVE ----------
(5) DAYS OF THE RECORDATION OF THE PLAT BY THE DEVELOPER. SUCH Date Owner
RESTRICITONS SHALL NOT BE AMENDED AS REATE TO THE DETENTION FACILITY
5. THIS PROPERTY DOES NOT LIE WITHIN A 100/500 YEAR FLOOD ZONE PER FIRM 'A ' o
FLOOD INSURANCE RATE MAP NUMBER: 47093CO232C EFFECTIVE DATE: WITHOUT THE WRITTEN APPROVAL OF THE CITY PLANNING OFFICE. � uV 5 GREE�St `Load o2
------------------
`� SEPTEMBER 19, 2007. --- Owner 14. DRAINAGE EASEMENTS SHALL BE KEPT FREE OF OBSTRUCTIONS THAT PREVENT 5P
6. ALL UNDERGROUND UTILITIES ARE REFERENCED TO UTILITY COMPANIES MAPS THE FLOW OF STORMWATER RUNOFF WITHIN THE DEDICATED DRAINAGE
AND ARE TO BE CONSIDERED APPROXIMATE. EASEMENT.
NSRS2007 15. HOMEOWNERS ASSOCIATION DOCUMENTS SHALL BE CREATED AND RESPONSIBLE
7. NORTH ROTATION: NAD83
( ) FOR THE COMMON AREAS AS WELL AS THE STORMWATER DETENTION FACILITIES, WAY
THE HOMEOWNERS ASSOCIATION DOCUMENTS SHALL BE APPROVED BY THE CITY MASTERS DR OEwcraR OR LEGENDS
8. 10' UTILITY EASEMENT EACH SIDE OF ALL AS -BUILT SANITARY SEWER LINES. ATTORNEY PRIOR TO RECORDING. 0 0�
9. 7.5' UTILITY EASEMENT EACH SIDE OF ALL AS -BUILT WATER LINES. o �� ROYAL NEW 09
---- -_ 10. 10' DRAINAGE EASEMENT EACH SIDE OF ALL STORM DRAIN LINES. y o
0
CERTIFICATION OF APPROVAL OF UTILITIES: 11. DRAINAGE AND UTILITY EASEMENT SHALL BE 5 FOOT ON EACH SIDE OF ALL
ST ARE
INTERNAL LOT LINES AND 10 FEET ON THE INSIDE OF ALL EXTERIOR LOT LINES
I hereby certify that electrical improvements have been or will be AND STREET RIGHTS -OF -WAY.
installed in an acceptable manner and according to the
specifications of the Maryville Subdivision Regulations in the 1 LOCATION
O C /� TI O N MAP
N O SCALE
subdivision shown hereon, provided the developer makes proper jJ l�ri j. 1 1 V jVj, j" l�j
provisions and pays the required fees to the City of Maryville
pursuant to the rules and regulations of the city pertaining to THE PARK AT ROYAL OAKS
extensions of the ele ri al system. UNIT 1 102
r PB 3395A 23.78' Q< R, 103 15.83' 10�P� Slg•3 O/ ,
46'E ` �� e� S2971 30'E �� 14 E
D to Eng' er/Manager,Maryville/Alcoa �� S34.37' P 104 _O
Electric Department t_t 108 �0 75.82'(T) �e ti 118.99 T Q�ti �OP� HEADRICK
p 107 0e 106 126.19' 105 \Q�ry 74.93'(T) ,\
'� �P S33 32 35 E S31 37'18" S252848'E
F� 068 004.03
109 �1 Pe 149. 94' �Qyti S33 2 '37"E 56.23' 19.59 89. 70'/-' e ti
d 110 �e�ti S33'4 '16 "E 61.65 M� 15.43' 50.81 ' 24.20' BUFFER. 29.29136 01 DB 2549 PG 1764
P� 112 111 335.44' 64.54 - -
F 5333613"E 65.52' 70.00 _ _ �6=_ -`� _ - �"��..� 372g4,
_ N1923,30
"1Y
--13' 70.00' �O 20' .BUFFER - _ - sT - /
CERTIFICATION OF APPROVAL OF UTILITIES. �I�S S3336 96.23 a h ST _ sT !w
5 .42' ST S 1
� __ o ROYAL OAKS
I hereby certify that water and sanitary sewer improvements have 8" ST s ®-- - - �^ ,�j , 4� �S2 REB PHASE
wq w o "� cb �� �'1 I o "� ` \ WICAP PB 1481 B
been or will be installed in an acceptable manner and according to TeR �iN - N �u `r co 24 0� ^
the specifications of the Maryville Subdivision Regulations in the 15' WATE E , �� co W W = = °' n co Z �� u�
LINE o cp 00 N toLO
25 z ` \ 36R
subdivision shown hereon, provided the developer makes proper I EASEMENT "� C°4 :`I �°
provisions and pays the required fees to the City of Maryville o V) I a N `� N N °�° o �° 26 Z 11,354 sq. ft. ` 0
0 0•
LU
pursuant to the Rules, Regulations, Rates and Policies' of the City o N
o _In
N co co 9,311 s . ft.
of Maryville Water and Sewer Department. I N `� Z 3O cn 29 z 28 Z 2 q
33 `j, 10,841 sq. ft. 18,784 s ft. \ ` `n P(F� LINE LEGEND
& 3 cn O 11,809 sq. ft. 016 C>> q' 2' REBAR
-� -- -- L-------- ------------ 10 2 11,405 sq. ft. 11 7 E
I m z 10,724 s ft. q ,945 sq. ft, q.� 3 \ \ SA
Date Engineer/Manager +1 v 12,229 sq. ft. 10,491 sq. ft. q• 543 81 51, r-- SEWER LINE
Water Quality Control Department I T 11,982 sq, ft. 4 1 <v 1
I ' I ST STORM SEWER LINE
.� C1 G
`c�\ �� C11 67.27
70.66° 14.13'-14.20' 70_09' 3.44' EASEMENT LINE
// Sy \ d� 72 _ -- S C41 SA SA rn f- rn _
lj� �� 1 „E so' G 15, 488 s ft `� !� °' I 3 7
�0 SA S36.27 4 - R q 22 I I
S25_ 4_E _ COPPERWOOD LANE _ 19 - BUFFER EASEMENT
O� 9• .z�, 152.06' C2 GAO YLo CENTERLINE
O �sl 6 �
\ C9 •��G� C27 49,05' 25 60.50 C23 �' Ev 5�022 S)„ I f DRAINAGE SWALE
CO 70.87' 32.14' C26 57.22' C2 14,950 sq. ft. 200, 6),
/ I��
��`� N� � I 9,398 sq. ft. `o 0 2 � 38
03 Ln q q 12,266 sq. ft. 13,438 sq. ft. � o � C �
O I I � 10,358 s , ft. 10,966 s , ft. 12,248 sq. ft. 12,813 sq. ft. -�c �.
11 }O N 16,658 sq. ft.\�O / ///
9 59„E 5 ;n N 6 3 0p . s ��, /�Q �p� / / 169,472 sq. ft.
CERTIFICATE OF THE APPROVAL OF STREETS. ^ 1 \ S36°2 �T O o N N o� o� `c'/�pc p / COMMON AREA
I hereby certify that the streets and other improvements have been I O , 105.88 '� i`r M 8 N % 9 N o 2� 2� cj� h9 / / /� CURVE TABLE
installed in an acceptable manner and according to the specification I n `) r- C0 °Q O N O .n ° 5� / O , CURVE BEARING CHORD l P 9 p \ cn / T / RADIUS LENGTH
of the Maryville Subdivision Regulations and Public Works Standards °Q v ` l 3 `n N33'42'39 W / / �EMEN A D� 39 Cl S255435"W 104.11 125.00 107.38
in the subdivision shown hereon. I \ O s O I d '`
22 11 "W o ^ I + .� 28.55' j / /PIN ACE �O ��� C2 N0T14 26'E 25.87 125.0E 25.92
/�_Iz,�
N43• 'n � 7,530 sq. ft. � N18. � � / / 0 � C3 N34'12 51'E 89.73 125.00 91.77
___ ___ ,n ...-- 4�,946" N15'40'43 W / C4 S24 5TO1 "W 180.6E 179.0E 189.3E
Dote Maryville City Engineer --- ¢ W N27'02'46'W 8,352 sq. ft. `r ""N3-4 S8"w 2662 �8.0`g_46„ e� 15.76 / f C5 S1021'16'E 27.36 125.0E 27.41
-• /V18 �Sj ��g8 C6 N51'18'09"W 10769 125.00 111.34
o 61.22' 2 , \ 104 99' ...-- 69 gg, 46. ,�46 ....-- 28.63 g. „
72 57 26 1 S' 46 89' 48 24' sT 7=- �•3 26 E �L' C7 S31 07 25'E 46.51 250.0E 46.58
rn C2 0 1 10,160 sq. ft. 35'25�31 W _ TOTAL) S 40 0� ry� C8 S255435"W 83.29 100.0E 85.9E
CERTIFICATION OF STORMWATER UTILITIES: ri I r� _�. 102 �,59„W GORE �� o° C9 S334636'E 28.73 25.00 30.61
z 176,937 sq. ft. o ca 7! 0P N3449
q o Qz C10 N6133'S1 "{y 38.06 150.0E 38.17
I hereby certify that stormwater improvements including all drainage I COMMON AREA I z /g3312 `� /2 h 10,260 sq. ft. yeti iV145j 4,505 sq. ft. Q� C11 N4040'37"W 70.53 150.00 71.20
structures and appurtenances as shown hereon have been installed 10 / � q (� `� S7521'43"W /g24`32'GY 0.10 Acres C12
N26 2556 "W J. 150.0E 3.39
in an acceptable manner and according to the specifications of the I ,,� M \ �ry �� ry 11,784 sq. ft. l l 46.82' 6' Q`� \Q� C13 S310725'E 41.86 225.00 41.92
Maryville Planning Commission, Subdivision Regulations, Zoning and W S2836'46'E N1 Q C14
Land Use Ordinance and Public Works Standards and other adopted COMMON AREA 1 N - 14,138 sq. ft. ` �' IP(F 198„ 33' S492323'E 33.56 75.00 33.85
documents. ;: z 1L ebry ,� ry / 5/8' REBAR C15 S674929'E 14.39 75.0E 14.42
o `n O '"Y / 48R 41 C16 N48 5746"W 41.26 50.00 42.53
z O o �`V J 49R N1S, C17 N0T13'00"W 29.87 50.0E 30.33
- r- I �v C18 N272647'E 29.71 50.00 30.17
--------- ---- ---------------
Date Storm water ngineer/City Engineer y "E s d
02 p8„
COMMON AREA #2 5�.3 3 \ 9 �rG c32 STsg, ® R PHASE OY OAKS 47 33.84, C29 N62'14'47 E 30.09 50.00 30.57
PB 3 PG 453 46 S8301'53 E 29.58 50.00 30.03
THE MORGANTON RESERVE S 61 h� \ O C21 PHASE 2 05 13,280 s ft. °j 50R S4838'15'E 29.55 50.00 30.00
PB 29248 h `b 12,677 s ft. S� ��7, q ^ ROYAL IP//44F) C22 S1531'18"E 27.45 50.00 27.80
56$1a�9 q O PHASE (STERLING) 4 2
P AKS 45 C23 N14'1128"W 37.81 75.0E 38.22
M ® S V a Pg 104 1 C24 N32 3734 "W 10.03 75.00 10.04
OS20• h ROYAL OAKS 28 43 C25 S35 07'37"E 12.81 275.0E 12.81
CER77FlCAT10N OF APPROVAL OF ROAD NAMES AND PROPERTY NUMBERS (E-911): \ r I 1g O�8 E�SB. �� PHASE 1
Z fah c�, 12,33E sq. ft. ,�p2� O�'O' F N PB 2539E zzisr,N C26 S29 4T21'E 38.4E 275.0E 38.43
l hereby certify that (1) the names of existing public roods shown I z •h 1 C,33 ^ G [� C27 N42 40 31 W 58.11 100.0E 58.96
C28 S75'41'14"W 35.20 25.00 39.05
on this plat are correct, (2) the names of any new roads, do not O R S DRIV C29 N40 04'38'E 47.64 150.0E 4785
duplicate any existing names and said n es are approved, and (3) I w
o ,�� �O , 10,025 sq. ft. E C30 N52'13'53'E 15.78 150.0E 15.79
the property numbers of the lots are own in conformance with v C31 S263T07"W 143.8E 154.0E 149.61
the E-911 system. I oI .�6� O 62Q,
17-
C32 S03'16'48'E 11.11 154.00 11.11
Z0 �� FUTURE DEVELOPMENT \ c3¢ C33 S10 36'16'E 22.75 100.0E 22.8E
-E 911 A thority I ¢ q� ^ryh C34 510'14'36E 31.67 150.00 3L73
x R I Np3,� 11,669 sq. ft. S7521'431'W C35 S0338'06"W 63.70 204.00 63.96
o 2j, N00 26'33 "W
29, 40' SEE NOTE 12 30.57'
C36 S20 06'03"W 53.15 204.00 53.30
3 01 7"W 11%Q C37 S363645"W 64.01 204.00 64.28
' N37° ( 2" REBAR CERTIFICATE OF APPROVAL FOR RECORDING: C38 S502636"W 34.17 204.00 34.21
183.73' (DISTURBED) C39 N28'1625'E 90.72 100.0E 94.16
12 I I hereby certify that the subdivision plat shown hereon has been C39 N2 76 25 "W 90.08 100.00 94.16
48,73' 51 R-1 found to comply with the subdivision regulations of the City of
�N�37flizog
07W N37'3 W ROYAL OAKS Maryville, with the exception of such variances. if any, are noted inC41 S29'10'22"W 109.20 150.00 111.77
62' PHASE 1 the minutes of the planning commission, d that it has been
2. PB 3 PG 758 approved by that body of recording in offices of the county
w R(ON PIPE
(DISTURBED) regist r.
BEFORE YOU �I (oN uNE)
- ---- --- ---- - ------------
Dote ecretary, lanning Commission
DIG
STOP CMH PARKS INC
068HAO22
CALL DEED: 2282/2693 Phyllis Lee
r CERTIFICATE OF ACCURACY.
t-800-351-1111 COMMON AREA #2 0 Rec #: 5s9916 _ PN"S�
TENNESSEE ONE CALL THE MORGANTON RESERVE IP(F) Rec'a: 15.00 Instrument #: 869558
State: 0.00 l hereby certify that the plan shown and described -� ..• ••• C
IT's THE I�w PHASE 2 t/2" REBAR Clerk: 0.00 Recorded hereon is a true and correct survey to the �%
PB 2922A other: 2.00 3/20/2020 at 10:05 accuracy required b the Maryville Planning
��`' O LV0
Total: 17.0o y q y y 9
GRAPHIC SCALE GPS SURVEY NOTE: MaP File FILE Pgs 3954a-3954B Commission and that the monuments have been
ALL BOUNDARY MONUMENTS AND SURVEY CONTROL WAS PERFORMED USING GPS placed as shown hereo to the specifications of ;
60 0 30 60 120 240 RECEIVER: TOPCON HIPER SR NETWORK ROVER, DUAL FREQUENCY WAS USED (L1,L2) the M ille iv' on Re /ations.
GPS SURVEY PERFORMED WAS NETWORK ADJUSTED REAL TIME KINEMATICS BASED ON
TDOT GNSS NETWORK NAD83(NSRS2007) VERTICAL DATUM IS NAVD88, GEOID09. NOTE:., COMMERCE .' ��
NO TITLE REPORT WAS FURNISHED TO THIS
PRECISION OF THE GPS WORK RPA: 4 CM PLUS 50 PARTS PER MILLION (BASED ON THE SURVEYOR AND OTHER EASEMENTS AND/OR - �____________ vji DI
EXCEPTIONS NOT APPARENT IN THE FIELD Registered Land Surveyor �"SSEE NAO-
( IN FEET) DIRECT DISTANCE BETWEEN THE TWO CORNERS BEING TESTED). DISTANCES HAVE NOT MAY OR MAY NOT EXIST AND MAY BE
BEEN REDUCED TO GRID. REVEALED BY A TITLE SEARCH BY A TITLE �3$ FINAL PLAT OF:
1 inch = 60 ft. ATTORNEY. SURVEY FOR:
REVISIONS
LYN C H��" U RV EYS �-- �-- C DRAWN BY: M.sTRANGE 1 01 09 202E update configuration
BALL HOMES LLC The Park Phase III PROJECT NO.
uratio
SUBDIVISIONS I AS-B U I LTS I SITE DESIGN 0 L PPIROVD BY: R. LYNCH 2 360E Walden Breve CLT: 068 002.02
.APPROVED BY: R.S.L. 3
440 5 C O STER RD. KN OXVI LLE, TEN N . 37912 SCALE: 1°�=so' 4 Lexin ton, Kentuck 40517 Cit of Mar ville Tenne 4095-1
g y T y n y ssee
865-584-2630 FAX: 865-584-2801 WWW.LYNCHSURVEY.COM DATE: 10 15 2019 5 District 1 cam, Blount County, Tennessee
6 y