HomeMy WebLinkAboutMap CON 12/26/2007 (13)
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~xIVERBEND, PHASE II
LOCATED IN THE NE QUARTER OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMErT.lli MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
DECEMBER 20, 2007
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TAX LOT 600
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EASEMENT TABLE:
(El) - 25.00 FOOT WIDE PUBLIC TRAIL EASEMENT
(E2) - 14.00 FOOT WIDE PUBLIC UTILITY EASEMENT
(E3) - 8.00 FOOT WIDE STREET TREE/STREET LIGHTING
EASEMENT
(E4) - 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT
(E5) - 14.00 FOOT WIDE PUBLIC STORM DRAINAGE
EASEMENT
(E6) - 20.00 FOOT WIDE PUBLIC UTILITY EASEMENT
(E9) - TEMPORARY VARIABLE WIDTH PUBLIC SLOPE
EASEMENT (SEE NOTE 1, SHEET 1)
(E30) - VARIABLE PUBLIC STORM DRAIN EASEMENT
(E31) - LOT 11 PUBLIC ACCESS EASEMENT: 20.00 FOOT
WIDE PUBLIC ACCESS EASEMENT ACROSS LOT 11,
PROVIDING ACCESS FROM THE SITE ACCESS DRIVEWAY
ON ST. JOSEPH PLACE TO THE PUBLIC STORM
DRAINAGE EASEMENT (E30) AT THE WEST SIDE OF LOT
11. THE ALIGNMENT OF THIS EASEMENT SHALL 'BE
UNDEFINED PRIOR TO SITE DEVELOPMENT OF LOT 11.
THE ALIGNMENT SHALL BE DEVELOPED INTO A FIXED
ALIGNMENT CONCURRENT WITH FUTURE SITE PLAN
PERMITTING AND THE ALIGNMENT SHALL BE RECORDED
PRIOR TO ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY
(E32) - 30.00 FOOT WIDE PUBLIC TRAIL EASEMENT
(E33) - 20.00 FOOT WIDE SLOPE EASEMENT
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SLOPE EASEMENT ~ /'
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DATE:
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COUNTY CLERK
C.s. FILE NO.
00
.
LEGEND:
SEE SHEET 1
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"I CERTIFY THAT THIS SURVEY
WAS PREPARED USING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POLYESTER FILM."
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
,
BY:
FILING DATE
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I bREGON ~
JtJty 20, 2001
DANNY M. DENNING
56640 ,/
EXPIRES 12/31/01
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lQ./ /~~ . CURVE TABLE
'a / '
~ / CURVE LENGTH RADIUS DELTA
/ C1 144.10' 382.00' 21036'4711
~ / C2 399.92' 826.50' 27043'2611
.~i:: C3 18.03' 458.00' 2015'21"
~ / f?'" C4 319.28' 458.00' 39056'30"
~/o,o,' C5 231.29' 382.00': 34041'29"
~ / C6 I 50.04' I 382.00' . 7030'22'"
/ C12 I 687.26' I 727.00' j 54009'5011
C13 I 254.30' I 420.00' I 34041'29"
C14 I 87.07' J 40.00' I 124042'41"
C15 I 23.48' I 35.00' I 38026'24"
C16 I 220.35' I 828.00' I 15014'53"
C18 j 431.21' I 775.00' I 31052'46"
C 19 I 55.02' I 420.00' j 7030'22"
C23 I 647.16' I 775.00' I 47050'41"
C123 , 14.00' I 826.50' I 00058'14"
C124 I 314.51' I 858.00' / 21000'09"
LOT 7
5.724 ACRESi:
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CHORD BRG CHORD
N60019'52"E 143,24'
N57059'46"W 396.03'
I N89024'20"W 18.03'
S69029~4411W 312.85'
S66052'14"W 227.78'
S87058'0911wl 50.0 l'
1 N42036'06"W 1,661.95'
I 866052' 14"W I 250.43'
I N12035'48"W I 70.87'
,. S30032'2111W I 23.04'
1 N29018'401lW I 219.71'
1 N56024'54"W' j 425.67'
S87058'0911W I 54.98'
N16033'11"W /628.52"
I N52011'04"W I 14.00'
I N63010'08"W 1312.75'
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LINE TABLE
BEARING
S40028'31 "E
S49031 '2911W
N21030'31"W
856004' 1211W
N56010'10"E
S76008'2311W
S24056'24"E
LINE
.............. L1
L2
"- " L3
./;'<.00........... L4
'.l) .It ~ L5
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7'lt 8
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NO. DESCRIPTION
26 FND 5/8"IR()NRODW/ypcuSKINNER~J\~$Q(JIt\TF;S"
33 FND .5/8" IRQNR9DNO.CAPDOWN,io.2p'
54 FND' 5/S"IR9NRODW/YPC"SKINNE:R&;AS$(JQIATESII
55 FND 5/8" IRON ROD NO CAP UP 0.10'
56 FND 5/8" IRON ROD NO CAP DOWN 0.30'
f"fAX"'MAP"i'7:.0'3'~ 15 . TAX 'L6T""2'2~O()'''''''..'''. ."..",.,..".,",.".....,...............1.
I TAX MAP 17-03-14. TAX LOTS 1200 & 1600
I TAX MAP 17-03-23. TAX LOTS 200-700 ,
1.!.i\X MAP 17-03-22. T~.~OTS 300,700-1400, rCITYOiiSPRiNGFiEiDJOURNALNQ"2007-00~_.=L
REF. #
'8N...37160
SN 37813
SN37241
SN 37160
SN 20782
BRG. AND DIST.jSTATION
GFR19+11.6SRIGHT 30.00'
S 81031'38/1E 0.11'
GFR17+29.78 RIGHT 30.00'
GFRI8+40.03RIGHT 30.00'
S 86006'15" E 0.08'
~ ConsuJting Engineers
1118.'11. Rtth A~ SUite 2400 Portl3nd, OR 97204-3628
(503) 227-3251 Civil Fax (503) 274-4681
Denver Eugene Los Angeles. Pasadena Phoenix Portland St. Louis
Sacramento San Diego San Francisco Seattle Tacoma
JOB NO. 301140.78
DISTANCE
7.91
1.13
28.42
22.67
24.38
16.74
27.67
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SHEET 3 OF 23
gate Aaceived:..J1."/?:~7(~1_.,
Planner: AL