HomeMy WebLinkAboutPlans Applicant 7/15/2024RRRR
S
FP
MB
STOP
NO
PARKING
RR X-ING/
YIELD
RR X-ING/
YIELD
RR
XING
STOP
FOR LEASE
TRAN
EC E
AC
OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUE
OHUOHUOHUOHUEC
AC
AC
E E E E E E E E E E E E
G
G
SS 10''SS 10''SS 10''SS 10''SS 10''SS
6''SS10''SS 10''SS 10''SS 10''SS 10''SS 10''SS
6''SS36''SS36''SS36''SS36''SS36''SS6''SS
RD
RD
RD
RDRDRD
RD RD RD
10''SD10''SD
36''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD18''SD12''SD18''SD18''SD18''SD18''SD18''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD36''SD
TR
TR
TSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS
ICV
ICV
ICV X2ICV X212''W12''W12''W12''W12''W8''W[W]
16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W
6''W8''W 12" 16" 15" 15" 13" 15" 15" 15"
11" 18"
4"
11"
12" 13" 13" 16" 17" 13"
15"
16"
16"
8"
14"OHUOHU
OHU[T][T][T][T][T][T][T][T][T]6''SS6''SS6''SS6''SS6''SS6''SS18''SD18''SD18''SD18''SD18''SD36''SD
12''SD[G][G][G][G][G][G][G]GV
[G][G][G][G][G][G][G][G][W][W][W][W][W]6''SS6''SSCO
CO
CO
CO
CO
SSS
S
D
D D
9108
11
12''SD231
4
D
56
7
D
12''SDD
12
1314
15
16
1
2 6''SS6''SSS
34
5
OLYMPIC STREET 32ND STREET31ST STREET30TH STREET475
475
475
475
47
6
476
475
475
475
475
47
5
475
475
476
477 477476
476
47
6
475475475475474474474
475474
474 473473474474475
475
475
475475 475476
476477476 477478477478476476
475476 476476TR D/WD/WD/WHCRHCRHCR
H
C
R
GATE GRAPEVINEGRASS FIELD
FF=478.2'
FF=476.0'
SB
SB X2SB
SB X2
#4
#3
#2
#1
[G][G][G][G][G][G][G][G][G][G][G][G][G]
552.87'
S 88°26'00" E 553.13'298.33'298.30'274.52'278.35'
274.52'278.61'
N 89°47'15" E 612.84'N 00°12'45" WN 00°09'51" WN 00°12'45" W 298.30'P.U.E.(PER PLAT)10' P.U.E.
(PER PLAT)
10' P.U.E.
(PER PLAT)
P.
U
.
E
.
(P
E
R
P
L
A
T
)30' RAILROADEASEMENT(PER PLAT)5' P.U.E.
(PER PLAT)P.U.E.(PER PLAT)5' P.U.E.
(PER PLAT)
5' P.U.E.
(PER PLAT)
5' P.U.E.
(PER PLAT)
1620 32ND STREET
2-STORY CONCRETE BUILDING
LOT 5
FILE 73, SLIDE 247
AREA = 83,070 SQ. FT.
(1.907 ACRES)[G][G][G][G][G][G]OHUOHUOHUOHUOHUTR
3240 OLYMPIC STREET
1-STORY METAL BUILDING
SHED
MEMORIAL
PLAQUE
30'40'30'30'30'30'30'40'30'40'40'40'30'30'25'25'30'40'LOT 6
FILE 73, SLIDE 247
AREA = 83,070 SQ. FT.
(1.907 ACRES)
BASIS OF BEARINGS PER OREGON COORDINATE REFERENCE SYSTEM, EUGENE ZONE
7' P.U.E.
REC. NO.
1980-018623
5' P.U.E.
(PER PLAT)
NORTH
JOB NO. 2400208
603015030
1 INCH = 30 FEET
SCALE
111 SW Fifth Ave., Suite 2400
Portland, OR 97204
O:503.227.3251
F:503.224.4681
www.kpff.com
BUILDING OUTLINE WITH DOOR
CONCRETE SURFACE
LEGEND:
ELECTRICAL LINE
SANITARY SEWER LINE
G
W
GAS LINE
WATER LINE
OHU OVERHEAD UTILITY LINES
STORM LINE
CURB LINE
E
PROPERTY LINE
EDGE OF ASPHALT
TRAFFIC SIGNAL LINETS
DRIVEWAY ENTRY
DOUBLE POST SIGN
TRANSFORMER
CURB INLET
STORM MANHOLE WITH STRUCTURE
SANITARY/STORM STRUCTURE #
SANITARY/STORM CLEAN OUT
TRAN
GAS METER
ELECTRICAL METER
POWER POLE
WATER VALVE
FIRE HYDRANT
CATCH BASIN
SIGN
SANITARY MANHOLE WITH STRUCTURE
OVERHEAD LIGHT
POWER POLE/OVERHEAD LIGHT
GUY ANCHOR
ELECTRICAL CABINET
IRRIGATION CONTROL VALVE
G
EC
FLAG POLE
TELECOMMUNICATIONS RISER
FP
E
GV GAS VALVE
TR
RD ROOF DRAIN
MB MAILBOX
RAILROAD SWITCH LEVER
TRAFFIC SIGNAL BOX
FOUND MONUMENT
PROJECT CONTROL POINT
SS
SD
AREA DRAIN
GROUND FLOOD LIGHT
HANDICAP RAMP
11
LOT LINE
EASEMENT LINE
RIGHT-OF-WAY LINE
T TELECOMMUNICATIONS LINE
ASPHALT SURFACE
NOTES:
1.) VERTICAL DATUM: NAVD 88 (GEOID 12A)
ELEVATION WAS ESTABLISHED THROUGH A GPS OBSERVATION ON CONTROL POINT NO. 1 USING THE OREGON
REAL-TIME GPS NETWORK (ORGN).
2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM (OCRS), EUGENE ZONE. THE
RESULTANT BEARING OF THE CENTERLINE OF OLYMPIC STREET IS NORTH 89°47'15" EAST.
3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON PRELIMINARY TITLE REPORT NO. 0341561 BY CASCADE
TITLE COMPANY, EFFECTIVE DATE FEBRUARY 9, 2024 AND PRELIMINARY TITLE REPORT NO. 0339103 BY CASCADE TITLE
COMPANY, EFFECTIVE DATE AUGUST 9, 2023.
4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS & REFERENCE MAPS MADE AVAILABLE BY
THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS OF UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY
LOCATIONS SHOULD BE FIELD VERIFIED (POTHOLED) PRIOR TO CONSTRUCTION.
DECIDUOUS TREE
-PERIMETER REPRESENTS DRIPLINE
CONIFEROUS TREE
-PERIMETER REPRESENTS DRIPLINE
UNDERGROUND LINE PER AS-BUILTS
WALL
ICV
FINISHED FLOOR ELEVATION
GRAVEL SURFACE
RAILROAD TRACKS
CHAIN LINK FENCE
WIRE FENCE
S
CO
S
D
D/W
HCR
[ ]
FF=100'
SB
#1
CATCH BASIN
RIM = 474.57'
IE 10" IN (W) = 472.10'
IE 10" OUT (E) = 471.03'
CATCH BASIN
RIM = 474.66'
IE 12" OUT (W) = 471.21'
STORM MANHOLE
RIM = 475.12'
IE 10" IN (W) = 470.80'
IE 18" IN (N) = 470.57'
IE 12" IN (E) = 470.64'
IE 18" OUT (S) = 470.53'
STORM MANHOLE
RIM = 475.66'
IE 18" IN (N) = 470.14'
IE 36" IN (E) = 469.13'
IE 12" IN (S) = 468.91'
IE 36" OUT (W) = 468.91'
CURB INLET
RIM = 475.37'
FLOW LINE = 474.70'
IE 12" OUT (S) = 469.91'
CURB INLET
RIM = 475.01'
FLOW LINE = 474.30'
IE 12" OUT (S) = 469.68'
STORM MANHOLE
RIM = 474.62'
IE 36" IN (E) = 468.34'
IE 12" IN (S) = 468.57'
IE 36" OUT (W) = 468.34'
CATCH BASIN
RIM =472.64 '
IE 12" OUT (E) = 469.41'
CATCH BASIN
RIM = 472.66'
IE 12" OUT (W) = 469.51'
STORM MANHOLE
RIM = 473.19'
IE 12" IN (W) = 469.24'
IE 18" IN (N) = 468.64'
IE 12" IN (E) = 468.99'
IE 18" OUT (S) = 468.59'
STORM MANHOLE
RIM = 474.15'
IE 18" IN (N) = 468.46'
IE 36" IN (E) = 467.35'
IE 12" IN (S) = 468.39'
IE 36" OUT (W) = 467.35'
STORM MANHOLE
RIM = 475.17'
IE 36" IN (E) = 469.62'
IE 12" IN (S) = 469.51'
IE 36" OUT (W) = 469.52'
CURB INLET
RIM = 475.18'
FLOW LINE = 474.49'
IE 36" IN (E) = 468.82'
IE 6" IN (S) = 469.53'
IE 36" OUT (W) = 468.78'
CURB INLET
RIM = 474.64'
FLOW LINE = 473.96'
IE 36" IN (E) = 468.04'
IE 36" OUT (W) = 468.04'
CATCH BASIN (SUMP TYPE)
RIM = 474.94'
IE 4" OUT (S) = 473.69'
CATCH BASIN (SUMP TYPE)
RIM = 474.94'
IE 4" OUT (S) = 473.69'
SANITARY MANHOLE
RIM = 476.90'
IE 6" IN (NW) = 468.91'
IE 6" IN (NE) = 469.04'
IE 6" OUT (S) = 468.88'
SANITARY MANHOLE
RIM = 475.73'
IE 6" IN (N) = 465.72'
IE 10" IN (E) = 463.88'
IE 6" IN (S) = 464.08'
IE 10" OUT (W) = 463.85'
SANITARY MANHOLE
RIM = 474.73'
IE 10" IN (E) = 461.92'
IE 6" IN (S) = 463.02'
IE 10" OUT (W) = 462.82'
SANITARY MANHOLE
RIM = 474.29'
IE 10" IN (E) = 461.69'
IE 36" IN (S) = 459.94'
IE UNKNOWN IN (W) = 462.08'
IE 36" OUT (N) = 459.88'
SANITARY MANHOLE
RIM = 473.73'
IE 6" IN (S) = 461.11'
IE 6" IN (W) = 461.14'
IE 6" IN (N) = 461.33'
IE 6" OUT (E) = 461.01'
1
STORM TABLE:
1
SANITARY TABLE:
2
3
4
5
2
3
4
5
6
7
PROJECT CONTROL:
STATION
1
2
3
4
DESCRIPTION
MAG NAIL W/ WASHER "KPFF CONTROL"
1-1/8" BRASS CAP "KPFF CONTROL"
1-1/8" BRASS CAP "KPFF CONTROL"
MAG NAIL W/ WASHER "KPFF CONTROL"
NORTHING
113195.87
113161.40
112824.03
112897.39
EASTING
213117.41
212451.61
212577.95
213129.87
ELEVATION
477.12'
475.98'
474.76'
476.38'
8
9
10
11
12
13
14
15
16
REV.DATE DESCRIPTION FILE:
PROJECT NO.:
DRAWN BY:
SURVEYED BY:
CONTOUR INTERVAL:
DATE:
CHECKED BY:
27 JUNE 2024
1 FOOT
20240610-2400208.DWG
2400208
JRD
CEB
JP
BOUNDARY & TOPOGRAPHIC SURVEY
OF LOTS 5 AND 6, SOUTHERN PACIFIC INDUSTRIAL PARK NO. 2
LOCATED IN SECTION 30
TOWNSHIP 17 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN
CITY OF SPRINGFIELD, LANE COUNTY, OREGON
FIELD SURVEYED: 14 JUNE 2024
BOUNDARY AND TOPOGRAPHIC SURVEY
32ND AND OLYMPIC
CITY OF SPRINGFIELD / LANE COUNTY / OREGON
A3K LLC 1 OF 1
SHEET NO.
BY
111 SW Fifth Ave., Suite 2400
Portland, OR 97204
O:503.227.3251
F:503.224.4681
www.kpff.com