HomeMy WebLinkAboutSurvey 20196SHEET INDEX
SHEET 1: DECLARATION, ACKNOWLEDGMENT, ASSESSOR'S CERTIFICATE, APPROVALS, CONSENT, SURVEYOR'S CERTIFICATE,
SURVEYORS'S NARRATIVE, PLAT NOTES, POST-MONUMENTA11ON NOTE.
SHEET 2: PLAT BOUNDARY, EXISTING EASEMENTS, AND TRACT B
SHEET 3: LOTS 1-25, AND TRACT A
DECLARATION
KNOW ALL PERSONS BY THESE PRESENTS THAT PAHLISCH HOMES AT LUDERMAN CROSSING LLC, AN OREGON LIMITED LIABILITY
COMPANY, IS THE OWNER OF THE LAND SHOWN ON THIS PLAT AND AS PARTICULARLY DESCRIBED IN THE ACCOMPANYING SURVEYOR'S
CERTIFICATE, AND HAS CAUSED THE SAME TO BE SURVEYED, AND PLATTED INTO LOTS, ROADS AND EASEMENTS AS SHOWN ON SAID
MAP IN ACCORDANCE WITH THE PROVISIONS OF THE OREGON REVISED STATUTES CHAPTER 92;
AND DOES HEREBY DEDICATE TO THE PUBLIC FOREVER, FOR ROAD AND UTILITY PURPOSES, THE STREET RIGHT-OF-WAY OF SE IRON
HORSE LANE, SE DEPOT LOOP, SE UNCOLN LANE, AND THOSE PORTIONS OF 15TH STREET AS SHOWN HEREON;
AND FURTHER DEDICATES TO THE PUBLIC FOREVER, THE PUBLIC UTILITY EASEMENTS (PUE) SHOWN HEREON, AS EASEMENT AREAS FOR
THE INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITY SERVICES AND THEIR ABOVE GROUND APPURTENANCE. UTILITIES
SHALL HAVE THE RIGHT TO INSTALL, MAINTAIN AND OPERATE THEIR EQUIPMENT AND ALL OTHER RELATED FACILITIES ABOVE AND
BELOW GROUND WITHIN THE PUBLIC UTILITY EASEMENTS IDENTIFIED ON THIS PLAT MAP AS MAY BE NECESSARY OR DESIRABLE IN
PROVIDING UTILITY SERVICES WITHIN AND WITHOUT THE LOTS IDENTIFIED HEREIN, INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES
AND THE RIGHT TO REQUIRE REMOVAL OF ANY OBSTRUCTIONS INCLUDING STRUCTURES, TREES AND VEGETATION THAT MAY BE PLACED
WITHIN THE PUE. THE UTILITY MAY REQUIRE THE LOT OWNER TO REMOVE ALL OBSTRUCTIONS AT THE OWNER'S EXPENSE, OR THE
UTILITY MAY REMOVE SUCH OBSTRUCTIONS AT THE LOT OWNER'S EXPENSE. AT NO TIME MAY ANY PERMANENT STRUCTURES BE
PLACED WITHIN THE PUE OR ANY OTHER OBSTRUCTION WHICH INTERFERES WITH THE USE OF THE PUE WITHOUT THE PRIOR WRITTEN
APPROVAL OF THE UTILITIES WITH FACILITIES- IN THE PUE;-
AND FURTHER DEDICATES. TO THE PUBLIC, THE TEMPORARY PUBLIC TURNAROUND ACCESS EASEMENT AS SHOWN HEREON;
AND DOES HEREBY GRANT ALL EASEMENTS AS SHOWN OR NOTED HEREON:
AND FURTHER GRANTS TO THE BENEFIT OF LOTS 1 THROUGH 10, LOTS 22 THROUGH 25, TRACT B, AND THOSE LOTS AND TRACTS
CREATED AND IDENTIFIED BY SUBSEQUENT REPLATS OF SAID TRACT B, THE PRIVATE STORM DRAIN EASEMENTS (PSDE) AS SHOWN
HEREON, SAID EASEMENT AREAS ARE TO BE MAINTAINED BY THE LUDERMAN CROSSING OWNERS ASSOCIATION;
AND FURTHER GRANTS TO THE CITY OF BEND, THE STORMWATER FACILITY EASEMENT OVER THE ENTIRETY OF TRACT A AS SHOWN
HEREON; SAID TRACT A IS TO MAINTAINED BY THE LUDERMAN CROSSING OWNERS ASSOCIATION.
AND FURTHER GRANTS TO THE CITY OF BEND, THE TEMPORARY SANITARY AND STORM DRAIN EASEMENTS AS SHOWN HEREON;
AND FURTHER GRANTS TO AVION WATER COMPANY INC., THE TEMPORARY WATER EASEMENTS AS SHOWN HEREON;
AND FURTHER GRANTS TO THE CENTRAL ELECTRIC COOPERATIVE, INC., THE 10.00 FOOT WIDE PRIVATE GUY WIRE EASEMENT (PGWE) AS
SHOWN HEREON;
AND FURTHER GRANTS TO THE BENEFIT OF ADJOINING LOTS AND/OR TRACTS, THE 2.50 FOOT WIDE PRIVATE RECIPROCAL STORM
DRAINAGE EASEMENTS (PRSDE) AS SHOWN HEREON;
AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "LUDERMAN CROSSING, PHASE 1", HENCEFORTH TO BE SO
KNOWN.
BY: PAHLISCH HOMES AT LUDERMAN CROSSING LLC, AN OREGON LIMITED LIABILITY COMPANY
BY:
DANIEL PAHLISCH
PRESIDENT OF PAHLISCH HOMES INC., ITS MANAGER
ACKNOWLEDGMENT DESCHUTES COUNTY SURVEYOR
STATE OF OREGON ) p !,� ! (� 2 D 2-D BY: DynkiLm
)SS
COUNTY OF DESCHUTES )
ON THIS DAY OFaV C , BEFORE ME PERSONALLY APPEARED DANIEL PAHLISCH, PRESIDENT OF PAHLISCH
HOMES, INC., MANAGER OF PAHLISCH HOMES AT LUDERMAN CROSSING LLC, AN OREGON LIMITED LIABILITY COMPANY, AND
ACKNOWLEDGED SAID INSTRUMENT TO BE THE VOLUNTARY ACT AND DEED OF PAHLISCH HOMES AT LUDERMAN CROSSING LLC.
NOTARY SIGNATURE `V
PRINTED NAME: <�Li'— may,
IC,
NOTARY PUBLIC - OREGON
COMMISSION N0. a IT (Q O S
MY COMMISSION EXPIRES. x'LuZ I/
ASSESSORS'S CERTIFICATE
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES AND OTHER CHARGES, AS REQUIRED BY ORS 92.095
TO BE PLACED ON THE 2019-2020 TAX ROLLS, WHICH HAVE BECOME A LIEN OR WILL BECOME A LIEN DURING THIS TAX YEAR, HAVE
BEEN PAID TO ME.
DESCHUTES COUNTY ASSESSOR:
HEREBY CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE ;
DESCHUTES COUNTY TAX COLLECTOR:
I HnvPUAW CROSSING, PHASE
LOCATED IN THE NORTHEAST 1/4 OF SECTION 9,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETIE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
PZ-19-0143, SEPTEMBER 2019
1
APPROVALS
THE PLAT OF "LUDERMAN CROSSING, PHASE 1 ", HAS BEEN APPROVED BY:
DESCHUTES COUNTY COMMISSIONER:
DATE
DESCHUTES COUNTY SURVEYOR:
DATE
CITY OF BEND PLANNING DIRECTOR: I%/- S • Z 3 'Z O
DATE
CITY OF BEND ENGINEER: 3 • ZUZv
DATE
SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY OF *ANY DEDICATION MADE HEREIN TO THE
PUBLIC.
CONSENT
A SUBDIVISION PLAT CONSENT AFAVIT BY COLUMBIA STATE BANK, A TRUST DEED BENEFICIARY PER INSTRUMENT NUMBER
2019-37678, HAS BEEN RECORDED ON FEBRUARY 21, 2020 AS INSTRUMENT NUMBER 2020-07558, DESCHUTES "COUNTY
OFFICIAL RECORDS.
A SUBDIVISION PLAT CONSENT AFFIDAVIT BY PAHLISCH SECURED DEBT FUND, LLC, AN OREGON LIMITED LIABILITY COMPANY, A
TRUST DEED BENEFICIARY PER INSTRUMENT NUMBER 2020-00903, HAS BEEN RECORDED ON FEBRUARY 21, 2020 AS
INSTRUMENT NUMBER 2020-07559, DESCHUTES COUNTY OFFICIAL RECORDS.
RVEYOR'S CERTIFICA
1, JACOB D. POWELL, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, DO -HEREBY -CERTIFY THAT I
HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS, THE LANDS SHOWN ON THIS PLAT OF "LUDERMAN
CROSSING, PHASE 1", TO THE NORMAL STANDARD OF CARE OF PROFESSIONAL LAND SURVEYORS PRACTICING IN THE STATE
OF OREGON. SAID LAND BEING DESCRIBED AS PARCELS 1 THROUGH 5 IN STATUTORY WARRANTY DEED GRANTED TO PAHLISCH
HOMES AT LUDERMAN CROSSING LLC., RECORDED JULY 31, 2019 AS INSTRUMENT NUMBER 2019-27193, DESCHUTES COUNTY
OFFICIAL RECORDS, LOCATED IN THE NORTHEAST ONE -QUARTER (NE 1/4) OF SECTION 9, TOWNSHIP 18 SOUTH, RANGE 12
EAST, W ILLAMETTE- MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT, BEING A FOUND 5/8 INCH IRON ROD HELD FOR THE SOUTHEAST CORNER OF THE
NORTHWEST ONE -QUARTER (NW 1/4), OF THE NORTHEAST ONE -QUARTER (NE 1/4), OF THE NORTHEAST ONE -QUARTER (NE
1/4), OF SECTION 9, AND ALSO BEING THE NORTHEAST CORNER OF THE PLAT OF-NOTTINGHAM SQUARE"; THENCE ALONG
THE NORTH BOUNDARY LINE OF SAID "NOTTINGHAM SQUARE" PLAT AND AN EXTENSION THEREOF NORTH 89'56'06" WEST
551.28 FEET TO THE EASTERLY RIG -IT -OF -WAY LINE OF THE BURLINGTON NORTHERN SANTA FE RAILWAY, BEING 50.00 FEET
FROM THE CENTERLINE OF THE FORMER 1910 OREGON TRUNK RAILWAY, AND A POINT OF NOT -TANGENT CURVATURE; THENCE
NORTHERLY ALONG SAID EASTERLY RIGHT -OR -WAY LINE ON AN ARC OF A 2,915.81 FOOT RADIUS CURVE TO THE LEFT (THE
RADIUS POINT OF WHICH BEARS SOUTH 87'46'37" WEST) AN ARC DISTANCE OF 605.00 FEET, THROUGH A CENTRAL ANGLE
OF 11753'18", (THE CHORD OR WHICH BEARS NORTH 0810'01" WEST 603.91 FEET) TO THE SOUTH RIGHT-OF-WAY LINE OF
REED MARKET ROAD, BEING 75.00 FEET FROM CENTERLINE; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE THE FOLLOWING
COURSES: SOUTH 89'26'05" EAST 251.34 FEET, THENCE NORTH 00'3355" EAST 25.00 FEET TO A POINT 50.00 FEET FROM
CENTERLINE; THENCE SOUTH 8976'05" EAST 723.54 FEET, THENCE SOUTH 00'50'19" WEST 5.00 FEET TO A POINT 55.00
FEET FROM CENTERLINE; THENCE SOUTH 89'26'05" EAST 218.39 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF 15TH
STREET; THENCE ALONG SAID WESTERLY RIGHT-OF-WAY LINE (VARYING WIDTH FROM CENTERLINE) THE FOLLOWING COURSES:
SOUTH 41'0655" EAST 40.28 FEET, THENCE SOUTH 0519'32" EAST 100.38 FEET TO A POINT 40.00 FEET FROM CENTERLINE
AND A POINT OF NON -TANGENT CURVATURE; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY LINE (40.00 FEET
FROM CENTERLINE) SOUTHERLY ON AN ARC OF A 2,079.24 FOOT RADIUS CURVE TO THE LEFT (THE RADIUS POINT OF WHICH
BEARS SOUTH 85'45'32" EAST) AN ARC DISTANCE OF 345.87 FEET, THROUGH THE CENTRAL ANGLE OF 09'31'51", (THE
CHORD OF WHICH BEARS SOUTH 00031'28" EAST, 345.47 FEET); THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY
LINE SOUTH 0517'23" EAST 132.45 FEET; THENCE LEAVING SAID WESTERLY RIGHT-OF-WAY LINE AND ALONG THE NORTH
BOUNDARY LINE OF THE PLAT OF "REED POINTE, PHASE 1", SOUTH 89'43'09" WEST 607.45 FEET TO THE EAST BOUNDARY
LINE OF SAID "NOTTINGHAM SQUARE" PLAT, THENCE ALONG SAID EAST BOUNDARY LINE NORTH 00'4510" WEST 3.97 FEET TO
THE INITIAL POINT.
HEREIN DESCRIBED LANDS CONTAIN 16.52 ACRES, MORE OR LESS.
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO PLAT THAT PROPERTY DESCRIBED AS PARCELS 1 THROUGH 5 IN
STATUTORY WARRANTY DEED 2019-27193, RECORDED JULY 31, 2019, DESCHUTES COUNTY OFFICIAL
RECORDS, AND SUBDIVIDE THE LAND SHOWN HEREON INTO LOTS, TRACTS, ROADS, AND EASEMENTS.
BEARINGS FOR THIS PLAT ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED
FROM THE OREGON REAL TIME GLASS NETWORK (ORGN). BEARING ALONG THE NORTH LINE OF
*NOTTINGHAM SQUARE" IS NORTH 89*56'06" WEST PER COUNTY SURVEY NUMBER 19994, DESCHUTES
COUNTY SURVEY RECORDS.
DATE THE OUTER BOUNDARY FOR THIS PLAT WAS ESTABLISHED PER COUNTY SURVEY NUMBER 19994.
BOUNDARY RESOLUTION AND MONUMENTS FROM SAID SURVEY WERE HELD. SEE SAID SURVEY FOR
ADDITIONAL RECORD INFORMATION.
A FENCE CORNER POST FORMALLY OCCUPIED THE TRUE CORNER POSITION OF THE NORTHWEST CORNER
OF "REED POINTE, PHASE 1" AND WAS REFERENCE BY A 1/2 INCH INNER DIAMETER (3/4 INCH OUTER
zog C7 DIAMETER) IRON PIPE. SINCE FENCE CORNER POST IS CURRENTLY GONE, A MONUMENT WAS SET AT THE
DATE TRUE CORNER POSITION PER THIS PLAT.
Deschutes County Official Records 2020 16956
Nancy Blankenship, County Clerk
r. C
�<r Bloc C'�.
r
01284581202000169560010017
04/16/2020 09:36 AM
D-PLAT Cnt=1 Stn=2 AS
$55.00 $11.00 $61.00 $10.00 $6.00 a, 143. 00
ELLT NOTES
1. THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL SET FORTH IN CITY OF BEND PROJECT NUMBER PZ 19-0143.
2. THIS PLAT IS SUBJECT TO THE FOLLOWING (AS -DISCLOSED IN A DEVELOPMENT REPORT BY AMERITIT LE; PREPARED UNDER FILE
NUMBER 275074AM, REPORT NO. 9, DATED FEBRUARY 3, 2020):
• A 6.00 FOOT WIDE WATER EASEMENT GRANTED TO AVION WATER COMPANY INC., AS --DESCRIBED IN THAT INSTRUMENT RECORDED
MARCH 12, 1991 AS VOLUME 230, PAGE 695 (91-06419), DESCHUTES COUNTY OFFICIAL RECORDS. (THE MAJORITY OF THIS
EASEMENT NOW RESIDES IN THE PUBLIC RIGHT-OF-WAY OF REED MARKET ROAD. A 1.00 FOOT WIDE STRIP 216.45 FEET LONG
ALONG THE NORTH BOUNDARY REMAINS ON THE PLATTED PROPERTY, AS SHOWN ON SHEET 2 OF THIS PLAT).
3. THIS PLAT GRANTS A STORMWATER FACILITY EASEMENT OVER THE ENTIRETY OF TRACT A, TO BENEFIT THE CITY OF BEND FOR
THE PURPOSE OF CONSTRUCTION, OPERATION, AND MAINTENANCE OF A STORMWATER FACILITY. SAID TRACT A TO BE MAINTAINED
BY THE LUDERMAN CROSSING OWNERS ASSOCIATION.
4. : THIS PLAT DEDICATES TO THE PUBLIC, A TEMPORARY VARIABLE WIDTH PUBLIC TURNAROUND ACCESS EASEMENT EXTENDING WEST
OF SE IRON HORSE LANE AS SHOWN ON SHEET 3 OF THIS PLAT THIS EASEMENT WILL EXTINGUISH UPON A SUBSEQUENT
WESTERLY DEDICATION OF SE IRON HORSE LANE.
5. THIS PLAT GRANTS A TEMPORARY 32.00' WIDE WATER EASEMENT TO BENEFIT AMON WATER COMPANY INC., EXTENDING WEST -OF
SE IRON HORSE LANE AS SHOWN ON SHEET 3 OF THIS PLAT. THIS EASEMENT WILL EXTINGUISH UPON A SUBSEQUENT DEDICATION
OF SE IRON HORSE LANE OVER SAID EASEMENT
6. THIS PLAT GRANTS A TEMPORARY 32.00' WIDE SANITARY EASEMENT TO BENEFIT THE CITY OF BEND, EXTENDING WEST OF SE IRON
HORSE LANE AS SHOWN ON SHEET 3 OF THIS PLAT. THIS EASEMENT WILL EXTINGUISH UPON A SUBSEQUENT DEDICATION OF SE
IRON HORSE LANE -OVER SAID EASEMENT.
7. THIS PLAT GRANTS A TEMPORARY 20.00' WIDE STORM DRAIN EASEMENT TO BENEFIT THE CITY OF BEND, EXTENDING NORTH OF SE
LINCOLN LANE AS SHOWN ON SHEET 3 OF THIS PLAT. THIS EASEMENT WILL EXTINGUISH UPON A SUBSEQUENT DEDICATION OF SE
LINCOLN LANE OVER SAID EASEMENT
8. THIS PLAT GRANTS A TEMPORARY 32.00' WIDE WATER EASEMENT TO BENEFIT AVION WATER COMPANY INC., EXTENDING NORTH OF
SE DEPOT LOOP AS SHOWN ON SHEET 3 OF THIS PLAT. THIS EASEMENT WILL EXTINGUISH UPON A SUBSEQUENT DEDICATION OF
SE DEPOT LOOP OVER SAID EASEMENT.
9. THIS PLAT GRANTS A TEMPORARY 32.00' WIDE SANITARY EASEMENT TO BENEFIT THE CITY OF BEND, EXTENDING NORTH OF SE
DEPOT LOOP AS SHOWN ON SHEET 3 OF THIS PLAT. THIS EASEMENT WILL EXTINGUISH UPON A SUBSEQUENT DEDICATION OF SE
DEPOT LOOP OVER SAID EASEMENT
10. THIS PLAT GRANTS A TEMPORARY 20.00' WIDE WATER EASEMENT TO BENEFIT AMON WATER COMPANY INC., EXTENDING NORTH
AND EAST OF SE DEPOT LOOP AS SHOWN ON SHEET 3 OF THIS PLAT. THIS EASEMENT WILL EXTINGUISH UPON A SUBSEQUENT
DEDICATION OF SE DEPOT LOOP OVER SAID .EASEMENT AND SUBSEQUENT REPLAT OF TRACT B OVER SAID EASEMENT.
11. THIS PLAT GRANTS A 10.00' WIDE PRIVATE STORM DRAIN EASEMENT (PSDE), TO BENEFIT LOTS 1-10. SAID EASEMENT TO BE
MAINTAINED BY THE LUDERMAN CROSSING OWNERS ASSOCIATION.
12. THIS PLAT GRANTS A VARIABLE WIDTH PRIVATE STORM DRAIN EASEMENT (PSDE), TO BENEFIT LOTS 22-25 AND TRACT B, AND
THOSE LOTS AND TRACTS CREATED AND IDENTIFIED BY SUBSEQUENT REPLAT OF SAID TRACT B. SAID EASEMENT. TO BE
MAINTAINED BY THE LUDERMAN CROSSING OWNERS ASSOCIATION.
13. THIS PLAT GRANTS A 10.00' WIDE PRIVATE GUY WIRE EASEMENT (PGWE), TO BENEFIT THE CENTRAL ELECTRIC COOPERATIVE, INC.,
LOCATED ALONG THE EASTERLY 10.00' OF LOT 11.
14. THERE ARE NO WATER RIGHTS APPURTENANT TO THIS LAND, WATER RIGHTS AND/OR INTEREST TO ANY, WERE QUITCLAIMED TO
ARNOLD IRRIGATION DISTRICT PER INSTRUMENT NUMBER 2019-50110 AND PER INSTRUMENT NUMBER 2020-04797, DESCHUTES
COUNTY OFFICIAL RECORDS.
15. THIS PLAT IS SUBJECT TO A PRIVATE MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER FACILITIES, CREATED BY SEPARATE
DOCUMENT.
POST—MONUMENTATION
1, JACOB D. POWELL, DO HEREBY CERTIFY THAT IN ACCORDANCE WITH ORS 92.070(2), POST-MONUMENTATION OF THE REMAINING
INTERIOR CORNERS WILL BE COMPLETED WITHIN 180 DAYS OF THE COMPLETION OF STREET- AND UTILITY IMPROVEMENTS ASSOCIATED
WITH THIS PLAT.
�. P4:: 03 /tR /Zozo
JACOB D. POWELL, PLS 90744
INTERIOR AND CENTERLINE MONUMENTS SET �✓ ZD�O PER AFFIDAVIT OF POST-MONUMENTATION RECORDED
toy INSTRUMENT NO. ?�?,p • �j��j�Q OF DESCHUTES COUNTY RECORDS.
DES S COUNTY SURVEYOR DATE
I, JACOB D. POWELL, DO HEREBY
CERTIFY THIS TO BE A TRUE AND
EXACT COPY OF THE ORIGINAL MAP.
d 2/ I L p zo JACOB D. POWELL
REGISTERED
PROFESSIONAL
LAND SURVEYOR
MARCH 8, 2016
JAMB D. POWELL
,106 NAME LUDERMAN PHt
JOB NUMBER: 6790-01
DRAWN BY: MSD
CHECKED BY: JDP
DRAWING NO.: 6790CPLAT
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVENUE, #100
BEND, OR 97702
AKS ENgNEERING & FORESTRY, LLC
2777 NW LOLO OR, S1E 150
BEND, OR 97703
541.317.8429
WWW.AKS-ENG.CON
SHEET 1 OF 3
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY - PLANNING • LANDSCAPE ARCHITECTURE
Cn
0
to
CS 2 0 19 6
I Hnl7PMAm CROSSING, PHASE
LOCATED IN THE NORTHEAST 1 /4 OF SECTION 9,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, VUILLAMETTE MERIDIAN,
CITY OF BEND, DESCNUTES COUNTY, OREGON
PZ-19-0143, S'EPTEMBER 2019
t
SE REED MARKET ROAD
(N00'33'55"E 25.00')R1 -
N0033'S5"E 25.00 (S89'26'05" E 723.54')R
(S89Lo
'26'05"E 25i.34')Rt
S89'26 05 E _ 723.54
S89.26'05" E 251.34' 216.45 '
t o o s0oV19*w 5.00'
uj
(S0005019 W 5.00')R1
i c.-)W
w O w
F--
U V
WLUv
o °- Q o
a.
4 TRACT B
12.32 ACRES
Q (536,479 SF)
� O
U. N
� sit
SEE SHEET3
Q
FOR TEMPORARY
Z � � v EASEMENT
N4 w° ., S89056'06'E 558.69'
o >-
DESCHUTES COUNTY SURVEYOR
FlLED y l�,Zo2v BY: Dunk¢ i�
(S89'26'05"E 218.39')RlU-)
> r
S89726'05"E 218.39'
vAR
S41'06'S5" E 40.28'
(S41'06'55"E 40.28')R1
1
S0519'32" E 100.38'
(S0519'32"E 100.38')R1 RADIAL BEARING
S85'45'32"E
i
co
40'
N
SEE SHEET 3 FOR TEMPORARY EASEMENTS ;
10
ui
M o Lu
�--------------- N
-° /-S00'03'54"W 30.00' c-) E--
Q o 00-. F-
cc Z' V o V
5 SCALE: 1 - 80 FEET
- "— �. 21.. 20 19 - 18 O m � � �. - 1.7 - 1fi - 15- � 14 - 13 .. om
a:
ZICL jr
O i U
Z o so 0 32 4$ 64 so S89*56'O6'E 2.42' z W Z Cl W �-
0 rn+ r-------- 10
r r J
SEE DETAIL B
SE IRON HORSE LANE (PUBLIC)
SEE SHEET 3 FOR TEMPORARY EASEMENTS 1-0
cc s 4- 1.
CD a
0 0 25 24 23 22 10 9 8 7 6 5 4 3
Z
RADIAL BEARING INITIAL POINT
• " 459.51' ,�. (SEE DETAIL A)
S87 46 37 W I
—
ND ! N89'56'06" W 551,28' N00'4510" W 3; 9T-
COMMON (N00 4510 W 3.97 )R1
SET 5/8" IR W/YPC INSCRIBED "AKS ENGR" NOrnN�yAM SQUARE (NS N89�4'4fi W R48 )R1
AREA ( 5 ) 3 (N00'41'59"E 4.03')R2,R3
Q SET 5/8' IR W/YPC INSCRIBED "AKS ENGR.',
PER POST-MONUMENTATION NOTE (SEE SHEET 1)
SET 5/8' IR WITH 2' ALUMINUM CAP INSCRIBED
"AKS ENGR.', PER POST-MONUMENTATION NOTE
(SEE SHEET 1)
O FOUND 5/8- IR W/YPC INSCRIBED 'AKS
ENGR."; PER CS19994; HELD UNLESS NOTED
OTHERWISE
0 FOUND 5/8"IRON ROD W/YPC MARKED
"HWA", PER PLAT "REED POINTE, PHASE 1"
CS16983; HELD UNLESS NOTED OTHERWISE
A DENOTES FOUND MONUMENT AS NOTED;
HELD UNLESS NOTED OTHERWISE
DBCI DESTROYED BY CONSTRUCTION - SET 5/8' IR
WITH 2' ALUMINUM CAP INSCRIBED 'AKS ENGR.'
AT TIED LOCATION
DBC2 DESTROYED BY CONSTRUCTION - SET 5/8" IR
W/YPC INSCRIBED "AKS ENGR.' AT TIED LOCATION
IP IRON PIPE
IR IRON ROD
W/YPC WITH A YELLOW PLASTIC CAP
SF SQUARE FEET
4 BASIS OF _BEARINGS - COCS 2 ( 1 1.
CS SURVEY NUMBER PER DESCHUTES
COUNTY SURVEY RECORDS
PUE PUBLIC UTILITY EASEMENT
PSDE PRIVATE STORM DRAINAGE EASEMENT
PGWE PRIVATE GUY WIRE EASEMENT, TO BENEFIT
CENTRAL ELECTRIC COOPERATIVE, INC.
PRSDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT,
TO BENEFIT ADJOINING LOTS AND/OR TRACTS
ROW- RIGHT-OF-WAY
COCS CENTRAL OREGON COORDINATE SYSTEM
REFERENCES
( )1 RECORD INFORMATION PER CS19994, BY JACOB D. POWELL
(PLS 90744), FILED AUGUST 22, 2019.
( )2 RECORD INFORMATION PER LOT LINE ADJUSTMENT CS16087, BY
PETER A. MANLEY (PLS 2214), FILED SEPTEMBER 29, 2004.
)3 RECORD INFORMATION PER PLAT OF "REED POINTE, PHASE 1"
(CS16983), BY PETER A. MANLEY, FILED AUGUST 1, 2006.
( )4 RECORD INFORMATION PER PLAT OF-NOTTINGHAM SQUARE'
(CS08651), BY DAVID L BASQUE, FILED NOVEMBER 15, 1973.
S89'56'06"E 118.48'
1 (�
°
_
12
W
11
N
ti
DBC1
- -
M N
1
W �
��
2
N
�Lo
S89'43'09" W 607.45' (S89'43'09"W 607.45')R1 (S89'42'06"W 607.45')R2,R3
SEE DETAIL A REED POINTE, PHASE I"
10 9 8 7 1. 6 1. 5 1 4 3 2 1
DETAIL A
SCALE 1"=10'
INITIAL- POINT
24 5/8" IR, HELD FOR SE CORNER OF THE
N89456'06"W NW 1 /4, NE 1 /4, NE 1 /4, PER PLAT OF
7.26' NOTTINGHAM SQUARE
23
N00'45'10"W 3.97'
S89'43'10"W 33.18'
I, JACOB D. POWELL, DO HEREBY
CERTIFY THIS TO BE A TRUE AND
EXACT COPY OF THE ORIGINAL MAP.
JACOB D. POWELL
1 /2" INNER DIAMETER (3/4" OUTER DIAMETER) IRON
NOT77NO11AY PIPE BEARS S39'47'40"E 0.36' FROM THE NORTHWEST
SQUARE" CORNER LOT 10 "REED POINTE, PHASE 1", PIPE
FORMERALLY REFERENCED TRUE CORNER THAT FELL IN
COMMON FENCE CORNER POST. FENCE CORNER POST NOW GONE.
AREA (FALLS 0.26' EAST)R2 TREED PGYNT , 10
(FALLS 0.26' WEST)R3 PHASE I"
03//8 /Z0Z_o
REGISTERED
PROFESSIONAL
LAND SURVEYOR
pry
OREGON
MARCH 8, 2016
JACOB D. POW111ELL
90744K S
RENEWS:12 31 20
DETAIL B
SCALE 1 "=10'
2.50' PRSDE i---
-AS
21
L
TRACT B ocp
o E w
S89*56'06'E 2.42' Z
� o
o6
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
( )R1
2915.81'
(2915.81')
11753'18"
(11'53'18")
605.00'
(605.00')
N810'01'W 603.91'
(N810'01 "W 603.91')
C2
( )R1
2079.24..'
(2079.24)
9731.'51"
(9'31'51")
..345.87'
(345.87')
S0731'281.345.4:7'.
(SO'31'28"E 345.47')
C3
2079.24'
6'32'08'
237.18'
SO'58'24'W 237.05'
L i
M
o SE IRON- HORSE LANE
z
SHEET 2 OF 3
N
0
Cm
C"
CS 20ass
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C2
( )Rl
2079.24'
(2079.24)
9'31'51of
(9'31'51")
345.87'
(345.87')
S0'31'28"E 345.47'
(SO'31'28'E 345.47-)
'C3
2079.24'
6'32'08'
237.18'
SO'58'24'W 237.05'
C4
2079.24'
4'51'58
176.59'
S1'48'29"W 176.54'
C5
2079.24'
0*33'12
20.-09'
SO'54'07"E 20.09'
C6
2079.24'
1'06'57
40.50'
S1'44'12"E 40.50'
C7
2073.63'
3*00'12'
108.69'
S3647'23"E 108.68'
C8
2089.24'
0'57'408
35.04'
S2'45'50"E 35.04'
C9
2089.24'
114'13"
45.11'
S3*51'46'E 45.11'
C10
23.00'
90'00'00"
36.13'
N44'56'06'W 32.53'
fiffiTiTgns.
I Hng7PUAN CROSSING,
LOCATED IN THE NORTHEAST 1/4 OF SECTION 9,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
PZ-19-0143, SEPTEMBER 2019
I, JACOB D. POWELL, DO HEREBY
CERTIFY THIS TO BE A TRUE AND
EXACT COPY OF THE ORIGINAL MAP.
�• 'Ule00 O y1l Sf LoZp
JACOB D. POWELL
PHASE 1
FENCES
( )l RECORD INFORMATION PER CS19994, BY JACOB D. POWELL
(PLS 90744), FILED AUGUST 22, 2019.
( )2 RECORD INFORMATION PER LOT LINE ADJUSTMENT CS16087, BY
PETER A. MANLEY (PLS 2214), FILED SEPTEMBER 29, 2004.
( )3 RECORD INFORMATION PER PLAT OF "REED POINTS, PHASE 1"
(CS16983), BY PETER A. MANLEY, FILED AUGUST 1, 2006.
( )4 RECORD INFORMATION PER PLAT OF "NOTTINGHAM SQUARE"
LEG .END
•
SET 5/8" IR W/YPC INSCRIBED 'AKS ENGR'
IP
IRON PIPE
O
SET 5/8" IR W/YPC INSCRIBED 'AKS ENGR.',
IR
IRON ROD
PER POST-MONUMENTATION NOTE (SEE SHEET 1)
W/YPC
WITH A YELLOW PLASTIC CAP
SF
SQUARE FEET
Q
SET 5/8" IR WITH 2" ALUMINUM CAP INSCRIBED
CS
SURVEY NUMBER PER DESCHUTES
'AKS ENGR.", PER POST-MONUMENTATION NOTE
COUNTY SURVEY RECORDS
(SEE SHEET 1)
PUE
PUBLIC U11UTY EASEMENT
O
FOUND 5/8" IR W/YPC INSCRIBED "AKS
PSDE
PRIVATE STORM DRAINAGE EASEMENT
ENGR."; PER CS19994; HELD UNLESS NOTED
PGWE
PRIVATE GUY WIRE EASEMENT, TO BENEFIT
OTHERWISE
CENTRAL ELECTRIC COOPERATIVE, INC.
FOUND 5/8" IRON ROD W/YPC MARKED
PRSDE
a,
PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT,Lq
"HWA", PER PLAT "REED POINTE, PHASE 1"
TO BENEFIT ADJOINING LOTS AND/OR TRACTS
CS16983; HELD UNLESS NOTED OTHERWISE
ROW
RIGHT-OF-WAY it
0
DENOTES FOUND MONUMENT AS NOTED;
COCS
CENTRAL OREGON COORDINATE SYSTEM �
HELD UNLESS NOTED OTHERWISE
DBC1
DESTROYED BY CONSTRUCTION - SET 5/8' IR
WITH 2" ALUMINUM CAP INSCRIBED 'AKS ENGR."
AT TIED LOCATION
(C3O0051)7 BY DAVID L. BASQUE, FILED NOVEMBER ID, 1973. TEMPORARY 20 00' WIDE WATSR
20.00' WIDE TEMPORARY STORM DRAIN
EASEMENT FOR THE BENEFIT OF THE
CITY OF BEND (SEE PLAT NOTE 7)
20.00'
N00043'09"E 15.00'-�, ---- ;r20.00S
00'43'0915.00'
00 20.00' I ' o S89�fi
f f f , , f ,
DBC2 DESTROYED BY CONSTRUCTION - SET 5/8" IR EASEMENT FOR THE BENEFIT OF AVION
W/YPC INSCRIBED "AKS ENGR." AT TIED LOCATION WATER COMPANY INC. (SEE PLAT N83'49'14"E
TEMPORARY 32.00' WIDE WATER EASEMENT FOR THE N00-U3'S4"E 8.00NOTE 10) 23.52'
' S89'S6'06'E 127.49' l
BENEFIT OF AMON WATER COMPANY INC. (SEE PLAT r ---------- _1-----------
NOTE 8), AND TEMPORARY 32.00' WIDE SANITARY 12.00' o
EASEMENT FOR THE BENEFIT OF THE CITY OF BEND , " 32,00' ,�N00-03'54"E 20.00' o C5 L=20.09'
SEE PLAT NOTE 9 S00 03 54 W 20.00 --- ______________ _�'______ __
558.fi9' ( } 4.00j 16.0 ' 16.00'+--8.00' S89056'06"E 108.58' o
0 0 0 0 0 ❑ , o � ,n
ACRES
1
40.50
I
I 40.50 !
+ 40.50
' 49.00 I
30.00
30.00
53.fi8
' '
40.50I
'
r
' '
44.00!
'
I
40.50' t
44.00i
'12.32
45.50'
30.00
30.00 j
S83'49'14'W 22.76'
(536,479 SF)
1
,
!
„
t 2.50 ,
i r
r t
'
r
t
t
l
2.50 --,
!
t
30 '
+ 30 '
o IJ
0
�-2.50'
I
PRSDE
1
t
1
1 PRSDE !
1 I
1 (TYPICAL) 1
I +
r 1
1 I
t I
1 1
r 1
I
I
r
I
r
t
t
l
!
1
r
I
PRSDE I
(TYPICAL) 1
t
1
11
1
1
rt„ �
S89056'06"E 118.48' L'
o
o
f
,
o
�,
f o
! o
f o
, , o
f i
, ,
30' ,
30'
ACT A
5,974 SF
o
o
I
,
�o
p
I
,
�o
p
I
,
-o
o
1
,
�o
�,
J
m
i
o _� __ __ o
r
! 108.47'-------------
0
co
1
t
0
1 a
t
1 0
I
l 1
t I:-
,-
-r CITY OF BEND
p
r
t
t
o
I
I
I
o
r
t
r
o
t
r
t
o
o
0.
a o
of w LO ..
of r7
``� � 1Z rt `_
TEMPORARY VARIABLE
`'
t
i
21
-```
d-
1 20 '``'
I
' 9 "``'
I -4-
, .� 8 10
1 10
0
0
1
o STORMWATER
0
s `'
�-
�7 ,
,
'``'
�-
, 6 1
!
a `'
d-
.� 5 1
t
``'
d-
,� 4 ,
t
a
1t-
� 3 0
C)
.�'
o o
ci co
,ri,
'or "' ai 3,825 SF -o
I ,
WIDTH PUBLIC
;�;
'
4,455 SF
`
I 4,455 SF `f'
I 4,455 SF ;`n
I 5,321 SF '
1 1
= FACILITY
`"
4,455 SF 1
0
4,840 SF 1
`"
4 455 SF 1
`"
4 840 SF 1
`"
5 005 SF
a
'
_
_ + _____S89'56 06 E 110.20 _______cam
TURNAROUND ACCESS
o'
o,
I
o'
0
o'
r
1 w o,
i 0
o,
t t
,
w
a,
( SEE PLAT
o
o
'
I
,
o
o
'
I
,
o'
o
'
!
w ,
o'
p
1
1
o
0
O
O
w
x-
-
fi-------------10.00' PGWE---� - o
, '
8.00 PUE LO
EASEMENT
z
l
t
z
f
l � z
I I
l z
I ;
l +
1 8.00' PUE-�" '
o
� I
NOTE 3 '}
z
l
r
z
l
I
z
a l
I
z
i
l
t
z
-J
I o
I'i-
I (SEE PLAT NOTE 13)LO
o
(SEE PLAT NOTE 4)
I
t
r
1
1
t
1 o
1 o I
i r
t�-2.50 11
t I
t PRSDE !
1
I 1
t t
po
r
I
t
r
I
t
1
I
I
t
t
r
o I
o
r
I
+�-2.50'
l
r
PRSDEI
I{
r
1
0
o
of w
o' c6 0-
�t
S89'56'06"E 2.42'
I
i
i I
I (TYPICAL) i
i i
z
I
I
I
i
i
i
(TYPICAL) I
I
��.
Z
1
5,025 SF I v
9.00
------,---
1
40.50
1
+---- ;--
1 40.50 1+
---------+
40.50' 1
------ --�
1 47.74'
I
-------- ----
54.94' -
------
-_- -I
40.50' 1
I----------+
1
44.00' 1
---
1
---�-
40.50' 1+
----------
44.00' 1
+----------
1
45.50'
W
1
-
L--------------------t--
113.29' t
S89'56'06"E 80.04'
0
0
0
171.669
0 0
0
0
0
269..44'
0
0
0
0
W
o 0
�------------S SHEET -----z-
w !
4- o i i o DETAIL B ;�?
o I SEE DETAIL D -i S89'56'06'E 201.32'
Z L-- - - - --- ' o D
0
I
N89'56'06'W L C) -- o
27 00' ro W
DBC1
, ,. t f " f
S89'56 06 E 329.79 S89'5fi O6 E 155.90 1.57
SE IRON HORSE -LANE (PUBLIC)
0
M
I
rM
00 1
I
v
f I
40
1
I
I
+
10.00' PUkIC
ROW DEDIC ON
15TN STREET
0111 ,
4d
' ` w
.-
170.989
,.
Z
448.83'
1.
C10 L=36.13' _' 1
Ln o, ;�,
o , o
rL _ _ 44.00 _ _ _ 1
1
----
40.50 ---
o ,
1 E 40.50 !
o o
1 45.98
I
Q
J
o , o
49.00 T
-- ---- -----
T
_ _ 44.00
-------------
o ,
I 1 44.00
o , o , o
1 1 44.00 I 1 44 00 I
I 44. 00
----------
o ,
' ' 44.00 '
+----------a
o , o
! 44.00 t
------�
, o
I 40.50 t
I
----------
, o
51.33
LLt
UA
o o
- o
or1 0
I 1}
t---------�
t 1 t
r--------�
l t
^
V
I
I
I t
t----------Ir------=----+
t r f !
t I
I
r. -1 l
r
1 ' .I
'------_- T
i .,
1
I
�-
p N, eo ai
o ' z N
I I
l I
a
o
LIJ
I I 1
i i 118.00
1 , I
PUE--►I
�
,,ri I
Z
J
.J
I
i
l
I
t r
I I
r t2.50 PRSDE�f
i I (TYPICAL) r
!
Ii�-2.50 PRSDEI
t
I l 1
f f!
f!
I I
I
1
+
�;
N
N
z I
L--------
f w
'--2.50 PRSDE
I I
1 +
o
�-
_
O
1 o I'
I O i
I
n I
O
(,3
m
I'
1
°o
r F
I 1�
t i'
} O 1
I
<t- (TYPICAL) I
o
I I !
1 I
U? I
t_
d- 1
�! r
ao I
o+
f
8.00 PUE 1
tom,
N89'56 O6 W
t I
o
00
t o t�
t O 1
�-
t
r7 1
z -►
t3�
Z
a
o I
°O I
N
I�
1 N
i i
1 N 1
I
t
t
t
, ,
r i
r '
I
O '
�' I
p
o
'
i-
�M
1"
L,ri
30.04
+'�, I
Ip 25 '
Io
fn
o
24
t I
t t
i s t
23
t_
I�
r
22
��I
;t
J
�..••
I
�r t
�- r
10
9
I
!
I
8
I I
! 1
( I
7
I
t
6
5
I I
r ,
4
1
3
s I
2
o
too
O N
M
o
I
I� 4,400 SF I
o
,Lo
�
4,050 SF
,
I o 4,178 SF I
�. , �;
`; 4,704 SF I
o
Z
Lu
r;
5,107 SF I
0 4,519 SF
1
I -`�'o 4,507 SF
t d- l
I � 4,495 SF I
d- t
-L"" 4,484 SF I
�+
;o 4,472 SF
( d- I
I `; 4,460 SF I
d-
;� 4,449 SF i
I
4,085 SF i
t
;
I
5 635 SF 1
o
ui
,
t t r r o t o 1
►� ! ! I- I o 1 c)t
! I to t t V 1
t
' I 16
SEE DETAIL E 1
W� ! 1 1 1 t
I I I II It 7.26`II rI
--- _-------rT_' I -----�_ -T
140.50'459.51' 44.00' 33.18II -
NJ
' ' 44.80' '
r'll
30,
30.00' 1 30.00'
N89156'06"W 551.282 , sUD
COMMON AREA N00 4510"W 3.9T/7 77.98
3 SEE SHEET 2, DETAIL A (77.93 )R3 0 DBC2 DBC2
2 `_ J w
REED PO/NTE, Q v o '
w z
NOTTINGHA�I SW..4RE" 1 PHASE 1 " 10 > U)
r
D TAIL
S89'56'06'E 2.42' -�
SCALE 1'=40'
-
'
_______ - +---------I +--
40.50' 101 40.50'
TRACT B
o
TEMPORARY 32.00' WIDE WATER
r 20.00'
EASEMENT FOR THE BENEFIT OF
' C:)
io
�
s '
SE IRON HORSE LANE
AVION WATER COMPANY INC. (SEE
ul _
PLAT NOTE 5), AND TEMPORARY
I r bCD
-C:)
Q S89'56'06"E
32:00' WIDE SANITARY EASEMENT
�___�
z
FOR THE BENEFIT OF. THE CITY OF
20.00'
BEND (SEE PLAT NOTE 6)
i 44.00' ! i 40.50' I i
DETAIL E
SCALE 1'=40'
I
l
o ,
o ,
p t
p t o
o , o
o r p
, o t o
, c) , o
l p , o
,-
, o
,�
, o
, b
, C
o
l o l
I o r
co f
p ►
o ►.
10.00 'PUBLIC
DEDICA'" ON
!
,V I
f"' ! ,V'
t ow 1 ,
t ,
r
I !� I
IV !
Row
15TH STR
rt
-------- -- r
It
1--------- '
T
i
iI
L----- --1 ------
44.00'
tt tt It I� II II
-------------1 1----------A t------ ---�-- - - - - - - - - - -,- - - - - - - -
44.06 i' 44.00' 44.00' 44.00' 44.00' �+ I 40.50' 1
f
y--------- ,----T-
r 60.74 ► �.
50.18'
44.00'
44.00'
37.50'
0' 19.50' 24.50' 26.00'
32.50
39.00'
40.50'
55.74 '
' S0.t8'
(50.21')R3 0
6.50'
13.00'
750.50'
-18.00' ,
11.50'
5.00' 5.00'
(55.75')R3
10.04'
(10.04')R350.50oQ(50.50')R3(50.50')R30.50')R3
0
50.5050.50
50.50
50.50
50.50
(50.50')R3
(50.50')R3
(50.50')R3
(50.50')R3
"REED POINTS, P1,4S£ 1' S89'43'09" W 607.45'
-- w
9
8
7
6 5
4
3
2
1
I
1 25 1 1 24 i i 23 i i 22
I2.50' PRSDEI VARIABLE WIDTH PSDE
I 10.00' I I (SEE PLAT NOTE 12)
10.00 1 10.00 ' 13.77' 1 I 13.49'
44.00' 40.50' 3318, 44.80'
N86'56'06'W 7.26' S89'43'09'W
N00'45'10"W3.97'
N
SCALE: 1 "= 40 FEET
40 0 16 24 32 40
03 / 18 12-02,0
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 8. 2016
JACOB D. POWELL
SHEET 3 OF 3
CS 2 0 19 6
LubER-MAN
CS 9�-otglo
f 812.OgA
Page 4
CR055I NC, Ph11SE I
Deschutes County Official Records 2020-20709
Nancy Blankenship, County Clerk
4 � Goa
01288465202000207090010016
05/08/2020 09:11 AM
D-AFFIM Cnt=1 Stn=38 JS
$5.00 $11.00 $61.00 $10.00 $6.00 $93.OG
INTERIOR CORNER MONUMENTATION
I, Jacob D. Powell, Oregon Registered Professional Land Surveyor No. 90744, being duly sworn, depose
and say that in accordance with ORS 92.0703, I have correctly surveyed and marked with proper
monumentation the interior corners as indicated on the plat of LUDERMAN CROSSING, PHASE 1 as
originally recorded on April 16, 2020 as Instrument No. 2020-169565 Deschutes County Official Records.
5'1 o S-12U Z_v
REGISTERED
PROFESSIONAL
LAND SURVEYOR
�f
O
RE
CH 8, 2016
D. POWELL
907414PLS
RENEWS:12 31 20
NOTARY CERTIFICATE
STATE OF OREGON )
) ss
COUNTY OF DESCHUTES )
Jacob D. Powell
Registered Professional Land Surveyor No. 90744
AKS Engineering & Forestry
2777 NW Lolo Drive, Suite 150
Bend, OR 97703
(541) 317-8429
Signed and sworn to before me this _ of , 2020, by Jacob D. Powell.
Notary or the State f Oregon OFFICIAL STAMP
JORDAN MARIE MAST
. NOTARY PUBLIC-OREGON
My Commission Expires: COMMISSION No. 970605
MY COMMISSION EXPIRES JMUARY 23, 2022
COUNTY SURVEYOR APPROVAL
Approved this °4--r4 day of A'`�( , 2020, in accordance with ORS 92.070.
J-c w-J A e rj
Printed Name