HomeMy WebLinkAboutRiver Bluff_FP_PrelimPlat_2024-06-07S89°43'16"E - 2651.77'S00°16'44"W - 878.21'EPEPEP
N70°13'47"W
18.33'
S89°40'19"E
53.00'S70°5
6
'
4
8
"
E
105.6
3
'
1325.89'S00°00'00"E - 505.48'N90°00'00"E - 317.50'N81°33'16"E
86.20'
N89°47'26"W - 564.27'S00°16'47"W - 844.09'N89°43'16"W
88.29'S00°11'34"W - 346.39'S89°49'12"E - 1329.90'N00°06'18"E - 1319.45'1325.88'
PRELIMINARY PLAT OF
208-465-5687SURVEYING847 PARKCENTRE WAY, SUITE 3, NAMPA, IdAhO 83651TIMBERLINE1" = 60'1 OF 3
SCALE:ShEET NUMBER:dELIVERYCAd FILE:ChECKEddESIGNEdJOB NUMBER:CLIENT:dRAWNOWNER/dEVELOPER:dESCRIPTIONBYdATEREVISIONS NO.BY:BY:BY:dATE:dAAdAAMUSSELL CONSTRUCTION21038RIVER BLUFF SUBdIVISIONKhC8/3/2021RIVER BLUFF SUBdIVISIONCALdWELL, IdAhOMUSSELL CONSTRUCTIONP.O. BOX 3304NAMPA, Id 83653 CONTACT: MIKE (208)-466-3331PRELIMINARY PLATFORRIVER BLUFF SUBdIVISIONRIVER BLUFF SUBdIVISION
RECORd dATA
NARRATIVE:
THIS SURVEY WAS MADE AT THE REQUEST OF PERSON PAYING THE BILL
HERE TO ESTABLISH THE BOUNDARY AS SHOWN.
ROS INST. No. 1988018382
ROS INST. No. 1992019876
ROS INST. No. 2006069141
ROS INST. No. 2019041160
ROS INST. No. 2019028330
ROS INST. No. 2021015796
WARRANTY DEED INST. No. 2019054124
SE SEC. COR.
5/8" REBAR
CP&F #1997003712
S 1/4 COR.
5/8" REBAR
CP&F #1988010478 E 1/16 S COR.
5/8" REBAR
CP&F #2004012488
CS 1/16 COR.
BRASS CAP SE 1/16 COR.
5/8" REBAR
1.A PRESSURE IRRIGATION SYSTEM SHALL BE PROVIDED PER IDAHO CODE SECTION 31-3805.
2.BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN
COMPLIANCE WITH THE CITY OF CALDWELL STANDARDS FOR THE APPLICABLE ZONE.
3.THE SEWER SYSTEM SHALL BE AN EXTENSION OF THE CITY OF CALDWELL MUNICIPAL SEWER
SYSTEM.
4.THE WATER SYSTEM SERVING ALL LOTS OF THE SUBDIVISION SHALL BE AN EXTENSION OF THE
CITY OF CALDWELL MUNICIPAL WATER SYSTEM.
5.A PERMANENT EASEMENT FOR PUBLIC UTILITIES, DRAINAGE AND IRRIGATION IS HEREBY
DESIGNATED AS FOLLOWS, UNLESS OTHERWISE DIMENSIONED
a) 10' ALONG ALL PUBLIC ROADS AND SUBDIVISION BOUNDARY
b) 5' ALONG EACH SIDE OF INTERIOR LOT LINES
IF ANY LOT LINES ARE ADJUSTED, THE EASEMENT SHALL ALSO BE ADJUSTED ACCORDINGLY,
PROVIDING THAT THE FACILITIES HAVE NOT BEEN INSTALLED WITHIN THE EASEMENT.
6.THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT,
WHICH STATES "AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF NOT A
NUISANCE -- EXCEPTION. NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION
THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR
ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR
MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT
THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY
WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF".
7.IRRIGATION WATER HAS BEEN PROVIDED FROM FRANKLIN DITCH COMPANY, IN COMPLIANCE
WITH IDAHO CODE 31-3805. THE LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO
IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE FRANKLIN
DITCH COMPANY.
8.THE CITY OF CALDWELL SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL PUBLIC SEWER,
PRESSURE IRRIGATION AND WATER MAINS WITH IN THIS SUBDIVISION. THE CITY OF CALDWELL
IS ALSO RESPONSIBLE FOR WATER SERVICE TO METERS.
9.EXISTING ZONING OF SUBJECT PROPERTY IS R-1 LOW DENSITY RESIDENTIAL.
10.LOT 12 IS DESIGNATED AS A COMMON LOT.
11.LOT 18 IS A IRRIGATION LOT AND IS TO BE DEDICATED TO THE CITY OF CALDWELL.
12.A PORTION OF LOT 11 IS COVERED BY AN EMERGENCY INGRESS/EGRESS EASEMENT
13.STORM DRAINAGE FACILITIES OUTSIDE THE PUBLIC RIGHT OF WAY OR EASEMENT SHALL BE
THE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION ON WHICH THE STORM DRAINAGE
FACILITY IS CONSTRUCTED. RESPONSIBILITY FOR STORM DRAINAGE FACILITIES INCLUDES ALL
MAINTENANCE BOTH ROUTINE AND NON-ROUTINE. ALL MUNICIPAL SURFACE DRAINAGE WILL BE
RETAINED ON SITE.
14.ANY RE-SUBMISSION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING
REGULATIONS IN EFFECT AT THAT TIME.
15.SUBDIVISION HAS A TOTAL OF 23 LOTS 1 BLOCK INCLUDING ROADS TO BE DEDICATED, TOTAL
AREA EQUALS 6.19 ACRES.
16.LOT 12 & 18 SHALL BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION AND IS
SUBJECT TO A INGRESS/EGRESS, DRAINAGE AND UTILITIES EASEMENT.
17.RIVER BLUFF ROAD AND RIVERVIEW ROAD ARE TO BE DEDICATED, TOTAL AREA EQUALS 1.52
ACRES.
NOTES:
SHEET 3
SHEET 2
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 13LOT 14LOT 15LOT 16LOT 17
LOT 18
LOT 19 LOT 20
LOT 21 LOT 22 LOT 23
LOT 12
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
L I N C O L N R O A D ( P U B L I C ) BASIS OF BEARING
R3479600000
KIP & KATHY
WATSON
3011 LINCOLN RD
CALDWELL, ID 83605
R3511801000
CITY OF CALDWELL
0 MARBLE FRONT RD
CALDWELL, ID 83605
R3479501000
LOREN L HONSTEAD
3213 LINCOLN RD
CALDWELL, ID 83605
R3479200000
ESTATE OF CHARLES S PAYNTER
JR & NORMA A PAYNTER
0 LINCOLN RD
CALDWELL, ID 83605
R3479700000
BRAD TABOR
2919 LINCOLN RD
CALDWELL, ID 83605
R3479701000
2919 LINCOLN ROAD LLC
0 LINCOLN RD
CALDWELL, ID 83605
LINCOLN RD.
MAKRANA ST.SUNCREST LN.PROJECT LOCATION
VICINITY MAP
SCALE 1" = 500'
R3479501100
MOSAICS PUBLIC
SCHOOL INC
3121 LINCOLN RD
CALDWELL, ID 83605
M A S O N V I E W P L A C E ( P U B L I C )BASIS OF BEARING:
THE SOUTH LINE OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 4 NORTH,
RANGE 3 WEST, BOISE MERIDIAN, TAKEN AS SOUTH 89°43'16" EAST AND
DISTANCE BETWEEN MONUMENTS FOUND TO BE 2651.77 FEET.
SET 5/8" REBAR W/ CAP "KHC PLS 9895"
SET 1/2" REBAR W/ CAP "KHC PLS 9895"
FOUND 1/2" REBAR AS NOTED
LEGENd
1/4 COR. MONUMENT AS NOTED
1/16 COR. MONUMENT AS NOTED
SECTION COR. MONUMENT AS NOTED
LOT LINE
RIGHT-OF-WAY LINE
EASEMENT LINE
SECTION LINE
BOUNDARY LINE
TIE LINE
FOUND 5/8" REBAR AS NOTED
P.O.B.POINT OF BEGINNING
ADJOINER LINE
R I V E R B L U F F C O U R T ( P U B L I C )SEE NOTE 11
SEE
NOTE 12
P.O.B.ROAd NAME ChANGEBY8-19-20211
PP
PPXXXXXXXXXXXXXXXXXXXXXXXXXXXELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELEC ELEC ELECS00°16'44"W - 878.21'FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
FL
FL FL FL FL FLLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIP
LI
P
CON CON CON
CON CONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
Sss
ss IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRSSSW
WW
SSSWW
SSSWW
SSSIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR
CONCONCONCONCONCONC
O
N
CONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCON
LIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPFL FL FL
FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIP LIPCONCON PIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIRR
PIRR
PIRR
EPEPEPEPEPEPEPEP
N89°43'16"W - 88.29'S00°00'00"E - 505.48'S00°16'47"W - 844.09'S70°
5
6
'
4
8
"
E
105.6
3
'
SSSSSS
SS
SS
SS
W
WW
SSSSSS
WW
WW
SSSSSS
SSSSSS
S00°00'00"E - 793.84'N90°00'00"E - 105.98'
N90°00'00"E - 106.35'
N90°00'00"E - 106.72'
N90°00'00"E - 107.09'
N90°00'00"E - 107.45'83.98'90.62'75.40'75.40'75.20'75.20'74.90'74.90'74.70'74.70'74.40'74.40'N89°43'16"W
88.29'
N70°13'47"W
18.33'
S89°40'19"E
53.00'S00°00'00"E - 505.48'S00°00'00"E - 830.01'36.32'640.03'MTRMTRMTR26.50'26.50'
2402
2404
2406
2406
26.50'26.50'
N89°43'16"W
88.29'
FOUND 1/2" REBAR "AS NOTED"
FOUND 5/8" REBAR "AS NOTED"
SET 5/8" REBAR " KHC PLS 9895"
SET 1/2" REBAR " KHC PLS 9895"
CATCH BASIN
CHISELED "X"
GAS MARKER
PIPE INVERT
POINT OF BEGINNING
POWER POLE
SANITARY SEWER MANHOLE
TELEPHONE BOX
WATER VALVE
PROPOSED CATCH BASIN
PROPOSED FIRE HYDRANT
PROPOSED PRESSURE IRRIGATION VALVE
PROPOSED SANITARY SEWER MANHOLE
PROPOSED SAND & GREASE TRAP
PROPOSED WATER METER
PROPOSED WATER VALVE
BOUNDARY LINE
EASEMENT LINE
LOT LINE
RIGHT-OF-WAY LINE
TIE LINE
CENTERLINE
CONCRETE LINE
EDGE OF PAVEMENT
FENCE
FLOW LINE
LIP OF GUTTER
SIDEWALK
TOE OF SLOPE
TOP OF BANK
PROPOSED PRESSURE IRRIGATION LINE
PROPOSED SET BACK LINE
PROPOSED SANITARY SEWER LINE
PROPOSED STORM DRAIN LINE
PROPOSED WATER LINE
LEGENd GASPP
INV.
CON CON CON
EP EP EP
X X
LIP LIP LIP
FL FL FL
WV
TELE
SS
TOP TOP TOP
P.O.B.
SD SD SD
W W W
MTR
SS SS SS
TOE TOE TOE
PIRR PIRR PIRR
ss
PRELIMINARY PLAT OF
208-465-5687SURVEYING847 PARKCENTRE WAY, SUITE 3, NAMPA, IdAhO 83651TIMBERLINE1" = 30'2 OF 3
SCALE:ShEET NUMBER:dELIVERYCAd FILE:ChECKEddESIGNEdJOB NUMBER:CLIENT:dRAWNOWNER/dEVELOPER:dESCRIPTIONBYdATEREVISIONS NO.BY:BY:BY:dATE:dAAdAAMUSSELL CONSTRUCTION21038RIVER BLUFF SUBdIVISIONKhC8/3/2021RIVER BLUFF SUBdIVISIONCALdWELL, IdAhOMUSSELL CONSTRUCTIONP.O. BOX 3304NAMPA, Id 83653 CONTACT: MIKE (208)-466-3331TOPOGRAPhIC/BOUNdARYSURVEY FORRIVER BLUFF SUBdIVISIONRIVER BLUFF SUBdIVISION
LOT 1
9,504 sq.ft.
0.22 ac.
LOT 2
8,005 sq.ft.
0.18 ac.
LOT 3
8,012 sq.ft.
0.18 ac.
LOT 4
8,007 sq.ft.
0.18 ac.
LOT 5
8,013 sq.ft.
0.18 ac.
LOT 6
8,008 sq.ft.
0.18 ac.
SHEET 3
SHEET 2
L I N C O L N R O A D ( P U B L I C ) M A S O N V I E W P L A C E ( P U B L I C )E 1/16 S COR.
5/8" REBAR
CP&F #2004012488
P.O.B.ROAd NAME ChANGEBY8-19-20211
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
X
XXX
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
XXXXXXXXXXXXXXXXXXXXX2390
24
0
0
2384
2386
2388
2392
2394
23
9
6
23
9
8
240
2
S89°47'26"E - 564.27'FLFLFLFLLIPLIPLIPLIPCONCONCONCONWWWWWSSSSSSSSSSSSss
W W W W W W W W W W W W W W W W
CONCONCONCONFLFLFLFLLIPLIPLIPLIPSD SDWWPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPI
PIPIPISDSDSDSDSD SSSSSSSSSSSSSSSSSSSSSSSSSSSD SDSD
WWWWWWWWWWWWWWWWWWWW
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ssss
W W W W W W W W W W W W W W W W W W W W W W
PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR
ssWss
N90°00'00"E - 317.50'N81°33'16"E
86.20'S00°11'34"W - 346.39'WWW
WW
WW
WW
W
W
W
SS
SS
SSSSSS
SSSSSS
SSSSSS
SSSSSS
WWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWW
COMMON LOT
N90°00'00"E - 392.31'
S89°59'58"E - 233.71'S00°11'34"W - 113.60'N45°05'31"E - 31.45'S
4
5
°
0
5
'
3
1
"
E
-
3
1
.
4
5
'
S89°59'58"E - 233.62'
N89°59'58"E - 36.35'
N90°00'00"E - 36.46'S00°00'51"E - 80.46'S00°00'00"E - 107.90'S00°00'00"E - 107.90'S00°00'00"E - 107.90'S00°00'00"E - 85.70'N00°00'00"E - 149.16'S00°00'00"E - 112.16'S00°00'00"E - 112.16'S00°00'00"W - 112.16'N00°00'45"E - 82.87'N90°00'00"E - 53.00'
N90°00'00"E - 107.81'
N90°00'00"E - 108.17'
N90°00'00"E - 108.65'
N90°00'00"E - 108.89'
N90°00'00"E - 109.25'
C1
C2
C
3C4 C5 C6
C7
81.43'79.88'72.00'72.00'87.00'
24.98'72.00'72.00'64.73'
S89°59'58"E - 342.26'
16.97'74.21'74.21'68.23'
9.50'26.85'122.13'50.00'174.27'74.10'73.90'73.60'73.50'40.16'26.50'26.50'15.00'89.96'78.07'
8.13'
78.58'74.21'74.21'90.50'74.10'73.90'73.60'73.50'83.77'S0°00'00"E505.48'S00°16'47"W - 844.09'44.20'N90°00'00"E - 317.50'N81°33'16"E
86.20'
N89°47'26"W - 564.27'153.66'S89°59'58"E - 342.26'
MTR
MTR MTR MTR MTR
MTRMTRMTRMTRMTRMTRMTRMTRMTRMTR2390
2400
2386
2388
2392
239
4
2396
2398
26.50'26.50'26.50'26.50'26.50'26.50'S00°00'00"E - 830.01'S00°00'00"E - 793.84'640.03'S00°11'34"W - 346.39'Curve Table
CURVE
C1
C2
C3
C4
C5
C6
C7
LENGTH
17.86'
61.14'
52.26'
51.83'
66.85'
46.41'
17.85'
RADIUS
19.50'
56.00'
56.00'
56.00'
56.00'
56.00'
19.50'
DELTA
52°27'52"
62°33'05"
53°28'06"
53°01'54"
68°23'43"
47°28'46"
52°27'43"
TANGENT
9.61'
34.02'
28.21'
27.94'
38.05'
24.63'
9.61'
CHORD
17.24'
58.15'
50.38'
50.00'
62.95'
45.09'
17.24'
BEARING
S63° 46' 06"W
N68° 48' 43"E
S53° 10' 42"E
S0° 04' 18"W
S60° 47' 07"W
N61° 16' 39"W
S63° 46' 07"E
FOUND 1/2" REBAR "AS NOTED"
FOUND 5/8" REBAR "AS NOTED"
SET 5/8" REBAR " KHC PLS 9895"
SET 1/2" REBAR " KHC PLS 9895"
CATCH BASIN
CHISELED "X"
GAS MARKER
PIPE INVERT
POINT OF BEGINNING
POWER POLE
SANITARY SEWER MANHOLE
TELEPHONE BOX
WATER VALVE
PROPOSED CATCH BASIN
PROPOSED FIRE HYDRANT
PROPOSED PRESSURE IRRIGATION VALVE
PROPOSED SANITARY SEWER MANHOLE
PROPOSED SAND & GREASE TRAP
PROPOSED WATER METER
PROPOSED WATER VALVE
BOUNDARY LINE
EASEMENT LINE
LOT LINE
RIGHT-OF-WAY LINE
TIE LINE
CENTERLINE
CONCRETE LINE
EDGE OF PAVEMENT
FENCE
FLOW LINE
LIP OF GUTTER
SIDEWALK
TOE OF SLOPE
TOP OF BANK
PROPOSED PRESSURE IRRIGATION LINE
PROPOSED SET BACK LINE
PROPOSED SANITARY SEWER LINE
PROPOSED STORM DRAIN LINE
PROPOSED WATER LINE
LEGENd GASPP
INV.
CON CON CON
EP EP EP
X X
LIP LIP LIP
FL FL FL
WV
TELE
SS
TOP TOP TOP
P.O.B.
SD SD SD
W W W
MTR
SS SS SS
TOE TOE TOE
PIRR PIRR PIRR
ss
PRELIMINARY PLAT OF 208-465-5687SURVEYING847 PARKCENTRE WAY, SUITE 3, NAMPA, IdAhO 83651TIMBERLINE1" = 30'3 OF 3
SCALE:ShEET NUMBER:dELIVERYCAd FILE:ChECKEddESIGNEdJOB NUMBER:CLIENT:dRAWNOWNER/dEVELOPER:dESCRIPTIONBYdATEREVISIONS NO.BY:BY:BY:dATE:dAAdAAMUSSELL CONSTRUCTION21038RIVER BLUFF SUBdIVISIONKhC8/3/2021RIVER BLUFF SUBdIVISIONCALdWELL, IdAhOMUSSELL CONSTRUCTIONP.O. BOX 3304NAMPA, Id 83653 CONTACT: MIKE (208)-466-3331PRELIMINARY PLATFORRIVER BLUFF SUBdIVISIONRIVER BLUFF SUBdIVISION
LOT 7
8,002 sq.ft.
0.18 ac.
LOT 8
8,007 sq.ft.
0.18 ac.
LOT 9
8,001 sq.ft.
0.18 ac.
LOT 10
8,017 sq.ft.
0.18 ac.
LOT 11
11,529sq.ft.
0.26 ac.
LOT 13
9,511 sq.ft.
0.22 ac.
LOT 14
8,076 sq.ft.
0.19 ac.
LOT 15
8,075 sq.ft.
0.19 ac.
LOT 16
8,051 sq.ft.
0.18 ac.
LOT 17
8,013 sq.ft.
0.18 ac.
LOT 18
1,622 sq.ft.
0.04 ac.
LOT 19
8,149 sq.ft.
0.19 ac.
LOT 20
8,015 sq.ft.
0.18 ac.
LOT 21
8,007 sq.ft.
0.18 ac.
LOT 22
8,007 sq.ft.
0.18 ac.
LOT 23
9,518 sq.ft.
0.22 ac.
LOT 12
25,156 sq.ft.
0.58 ac.
SEEPAGE BED
R I V E R B L U F F C O U R T ( P U B L I C )
SHEET 3
SHEET 2 M A S O N V I E W P L A C E ( P U B L I C )ROAd NAME ChANGEBY8-19-20211