3978ACITY OF MARYVILLE, TENNESSEE
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, with the exception of such variances, if any,
as noted In the minutes of the planning commission, . and that it has been approved by that
body for recording in the office - a County Register. / A
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CERTIFICATION OF OWNERSHIP AND DEDICATION
i (we) hereby certify that, l am (we are) the owners) of the property shown and described
hereon and that 1 (we) hereby adopt this plan of subdivision with my (our) free consent,
establish the minimum building restriction lines, and dedicate streets, alleys, parks, and other
open spaces to p_ubfiic or pri ate uses noted.
CERTIFICATION OF THE APPROVAL OF WATER AND
SANITARY SEWER UTILITIES
l hereby certify that the water and sanitary sewer Improvements have been or will be
Installed in an acceptable manner and according to the specifications of the Maryville
Subdivision Regulations in the subdivision shown hereon, provided the developer makes proper
provisions and pays the required fees to the City of Maryville pursuant to the Rules,
Regulations, Rates an�MF-1
City of MOOVIle Water Quality Department.
Zaknnnner - 11—.4-- 4z� 5 A C)
..cr�rrrrt, Ivly vr• /HP A!-LMUVAL U WATER UTILITIES
/ hereby certify tha water improvements hove b installed in an acceptable manner
and according to the spec • Vans of the Mary Subdivision Regulations in the subdivision
shown hereon, provided the deve r makes roper provisions and pays the required fees to
the City of Maryville Water Control Deo eat.
I hereby certi that the electrical improvements have been or will be ins oiled in Fan
acceptable manner and according to the specifications of the Maryville Subdivision
Regulations in the subdivision shown hereon, provided the developer makes proper provisions
and pays the required fees to the City of Alcoa pertaining to extension of electrical service.
CERTIFICATE OF ACCURACY
I hereby certify that the plan shown and described hereon is a true and correct survey to
the accuracy required by the Maryville Planning Commission and that the monuments have
been placed as shown hereon to the specifications of the Maryville Subdivision Regulations.
Negistered LandSur eyor Vote
CERTIFICATION OF THE APPROVAL OF STREETS
l hereby certify that the streets and other improvements have been installed in an
acceptable manner and according to the specifications of the Maryville Subdivision
Regulations and Pubiic,Works Mandards in the subdivision shown hereon.
CERTIFICATION OF APPROVAL OF ROAD NAMES AND
PROPERTY NUMBERS (E-911
I hereby certify that (1) the names of existing public roads shown on this plat are correct,
(2) the names of any new roads, do not duplicate any existing names and said names are
approved, and (3) the property numbers of the lots are shown in conformance with the
E-911 System.
'b"-(n�
CERTIFICATION OF STORMWATER UTILITIES
l hereby certify that stormwater improvements Including all droinoge structures and appurtenances as
shown hereon have been installed In an acceptable manner and according to the specifications of the
Maryville Subdivision Regulations in the subdivision shown hereon, provided the developer makes proper
provisions and pays the required fees to the City of Maryville pursuant to the Rules, Regulations,
Rotes and Policies' of the fjty of Maryville Water Quality Department.
N. -2
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Phyllis Lee Crisp, Register
Blount County Tennessee
Rec #: 573883
Rec'd: 15.00 Instrument #: 875950
State: 0.00 LEGEND:
Clerk: 0.00 Recorded
other: 2.00 6/15/2020 at 10:15 AM
Total: 17.00 in EIR EXISTING IRON ROD
Map File FILE Pgs 3978A-3978A EIP EXISTING IRON PIPE
N&D NAIL & DISK
NIR NEW IRON ROD
SURVEYORS NOTES: Ac. ACRES
1. Drainage and utility easements shall be 5 feet on each side of all interior SF SQUARE FEET
WDB WARRANTY DEED BOOK
lot lines and 10 feet on the inside of all exterior lot lines and street rights
of way. There shall also be easements 5 feet on each side of all as -built RB RECORD BOOK
water utility lines, and 10 feet on each side of as -built sewer utility lines. PG PAGE
TYP TYPICAL
2. Front Building setback shall be 25 feet from all street rights -of -way. All R/W RIGHT-OF-WAY
other Setbacks shall be in accordance with the Zoning Ordinances. CENTERLINE
3. No Instruments of Record reflecting easements, rights of way, and/or 0MH MANHOLE (EXISTING)
ownership. were furnished to the Surveyor, except as shown hereon. The BOUNDARY LINE
Surveyor has made no attempt to access the public records for any ROAD RIGHT-OF-WAY LINE
easements. Subject to any easements, regulations or restrictions in effect at LOT LINE
the time of this survey. No title opinion is expressed or implied. - - - - - - - - -PARCEL LINE
4. The Surveyor has made no attempt to locate underground utilities, - - BUILDING SETBACK LINE
underground foundations, underground encroachments or underground - ROAD CENTERLINE
improvements, except as shown hereon. Actual location of all underground EDGE OF. ROAD
utilities should be verified through Tennessee 1 Call (1-800-351-1111) or -- - - - - - - EDGE OF GRAVEL/ROAD
the utility provider prior to any excavation or construction. CONCRETE CURB x x FENCE LINE
5. This property is not located in a flood hazard area according to FEMA
Flood insurance Rate Map 47009C0138C. SS SEWER LINE (EXISTING)
SSI SEWER LATERAL (EXISTING)
— EASEMENT LINE
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112„
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LINE TABLE
No. Bearing Len.
L 1 S57 39'50 "W 81.82'
L2 N28'3823"W 118.94'
L3 S624234 "W 84.77'
L4 S33'08'29 "E 126.16'
L5 S5739'50"W 7.62'
L6 S68'07'31 "W 22.82'
L7 N33'08 29 "W 152.78,
L8 N23' 16'49 "W 53.31.'
L9 S13'37103'E 46.97'
L 10 ' N57'39 50 "E 60.00'
L 11 S5739 50 "W 75.00'
SANITARY SEWER LATERAL
TO AW01NER
(APPROXIMATE LOC4770N)
112" EIR
I
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ivNy j�N�
00
i _112" Nl
HON
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I
_LORD AV,
LOCATION MAP
NUI IU SCALE
9 �a'G
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TO CL/CL INTERSECTION
\ i / NORTH HOUSTON STREET &
LANDAU DRIVE
N78'1'E
GRAVEL
A
IJS�I PRtitiSi OWNERS OF RECORD &CLIENTS:
l MH ,�\A R�� LISA P. KAUFMAN (DECEASED) &
EX. MAGNAIL ¢ pR CPU MICHAEL D. KAUFMAN
i, 5409 HEATHROW DR
Q �a KNOXVILLE, TN 37919
L5 DISTRICT 19, BLOUNT COUNTY
WDB 2528 PG 320
TAX MAP 57E "A" PARCEL 3.00
rc
50' 25' 0 50' 100'
1" = 50'
SURVEYOR'S CERTIFICATION:
I hereby certify that this is a Category -L survey, the ratio of
precision of the unadjusted survey is 1: 17 Z66 or greater as shown hereon,
and this survey was done in compliance with current Tennessee Minimum
Standards of Practice.
Tennessee R.L.S. 1929 Dote
STEALING
ENGINEERI N G, I N C.
LAND SURVEYING
CIVIL ENGINEERING
CONSULTING
LAND PLANNING
1020 WILLiAM BLOUNT DRIVE
MARYVILLE, TENNESSEE
37802-8401
P.O. BOX 4878
MARYVILLE, TENNESSEE
37802-4878
PHONE: 865-984-3905
FAX: 865-981-2815
www.sterling.us.com
O"ER 41LA
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;cAGRICU RE
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SEE 'NO ���•��
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IIPRighte Reserved�tng Engtneorfng, Inc.
SHEET
FS
DESIGNED:
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DRAWN: CEG
CHECKED: CMR
DATE: 5/28/20
SCALE: lit = 50'
DRAWING:
611 OA-FS
PROJECT NO:
SEI#611 OFAM
0 2,_, �
.�'• `� use
cPs�j•� a' �����
.A lips��os�
1.�
E
2
1.906 Ac.
�k
�y
eSs�•e��� . �'VE' k
112„
7�I
LINE TABLE
No. Bearing Len.
L 1 S57 39'50 "W 81.82'
L2 N28'3823"W 118.94'
L3 S624234 "W 84.77'
L4 S33'08'29 "E 126.16'
L5 S5739'50"W 7.62'
L6 S68'07'31 "W 22.82'
L7 N33'08 29 "W 152.78,
L8 N23' 16'49 "W 53.31.'
L9 S13'37103'E 46.97'
L 10 ' N57'39 50 "E 60.00'
L 11 S5739 50 "W 75.00'
SANITARY SEWER LATERAL
TO AW01NER
(APPROXIMATE LOC4770N)
112" EIR
I
C, C) I N N) -I
ivNy j�N�
00
i _112" Nl
HON
l STMEET
I
_LORD AV,
LOCATION MAP
NUI IU SCALE
9 �a'G
ZAzz
TO CL/CL INTERSECTION
\ i / NORTH HOUSTON STREET &
LANDAU DRIVE
N78'1'E
GRAVEL
A
IJS�I PRtitiSi OWNERS OF RECORD &CLIENTS:
l MH ,�\A R�� LISA P. KAUFMAN (DECEASED) &
EX. MAGNAIL ¢ pR CPU MICHAEL D. KAUFMAN
i, 5409 HEATHROW DR
Q �a KNOXVILLE, TN 37919
L5 DISTRICT 19, BLOUNT COUNTY
WDB 2528 PG 320
TAX MAP 57E "A" PARCEL 3.00
rc
50' 25' 0 50' 100'
1" = 50'
SURVEYOR'S CERTIFICATION:
I hereby certify that this is a Category -L survey, the ratio of
precision of the unadjusted survey is 1: 17 Z66 or greater as shown hereon,
and this survey was done in compliance with current Tennessee Minimum
Standards of Practice.
Tennessee R.L.S. 1929 Dote
STEALING
ENGINEERI N G, I N C.
LAND SURVEYING
CIVIL ENGINEERING
CONSULTING
LAND PLANNING
1020 WILLiAM BLOUNT DRIVE
MARYVILLE, TENNESSEE
37802-8401
P.O. BOX 4878
MARYVILLE, TENNESSEE
37802-4878
PHONE: 865-984-3905
FAX: 865-981-2815
www.sterling.us.com
O"ER 41LA
�''�•
;cAGRICU RE
0.
SEE 'NO ���•��
�Ayy��gghhtt
IIPRighte Reserved�tng Engtneorfng, Inc.
SHEET
FS
DESIGNED:
� \ �
` -
f \ � o
DRAWN: CEG
CHECKED: CMR
DATE: 5/28/20
SCALE: lit = 50'
DRAWING:
611 OA-FS
PROJECT NO:
SEI#611 OFAM
SANITARY SEWER LATERAL
TO AW01NER
(APPROXIMATE LOC4770N)
112" EIR
I
C, C) I N N) -I
ivNy j�N�
00
i _112" Nl
HON
l STMEET
I
_LORD AV,
LOCATION MAP
NUI IU SCALE
9 �a'G
ZAzz
TO CL/CL INTERSECTION
\ i / NORTH HOUSTON STREET &
LANDAU DRIVE
N78'1'E
GRAVEL
A
IJS�I PRtitiSi OWNERS OF RECORD &CLIENTS:
l MH ,�\A R�� LISA P. KAUFMAN (DECEASED) &
EX. MAGNAIL ¢ pR CPU MICHAEL D. KAUFMAN
i, 5409 HEATHROW DR
Q �a KNOXVILLE, TN 37919
L5 DISTRICT 19, BLOUNT COUNTY
WDB 2528 PG 320
TAX MAP 57E "A" PARCEL 3.00
rc
50' 25' 0 50' 100'
1" = 50'
SURVEYOR'S CERTIFICATION:
I hereby certify that this is a Category -L survey, the ratio of
precision of the unadjusted survey is 1: 17 Z66 or greater as shown hereon,
and this survey was done in compliance with current Tennessee Minimum
Standards of Practice.
Tennessee R.L.S. 1929 Dote
STEALING
ENGINEERI N G, I N C.
LAND SURVEYING
CIVIL ENGINEERING
CONSULTING
LAND PLANNING
1020 WILLiAM BLOUNT DRIVE
MARYVILLE, TENNESSEE
37802-8401
P.O. BOX 4878
MARYVILLE, TENNESSEE
37802-4878
PHONE: 865-984-3905
FAX: 865-981-2815
www.sterling.us.com
O"ER 41LA
�''�•
;cAGRICU RE
0.
SEE 'NO ���•��
�Ayy��gghhtt
IIPRighte Reserved�tng Engtneorfng, Inc.
SHEET
FS
DESIGNED:
� \ �
` -
f \ � o
DRAWN: CEG
CHECKED: CMR
DATE: 5/28/20
SCALE: lit = 50'
DRAWING:
611 OA-FS
PROJECT NO:
SEI#611 OFAM