HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/20/2022.....
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PROJECT ADDRESS
2053 LAURA ST, SPRINGFIELD, 97477
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ITAUM CYPRESS TREES—�
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PROPOSED IMPERVIOUS AREA:
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1T nsPHALT
BLDG ROOF AREA: 6,095SF
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P
WASTESTORAO N g PAVFAIFNT
SET
ACK
DRIVEWAY
°'ICL°G'RE
& PARKING LOT: 5,205 SF
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TOTAL: 11,300 SF
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�% 9'x1% 9x18' 9x18' 9x18' 9'x18 9'x18 9x18' 9x18'
'x1 9'x18
"is
g
9x18'
b
PERCENTAGE OF IMPERVIOUS
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SURFACE: 80.77%
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BUILDING DATA
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GROSS ENCLOSED BUILDING AREA: (W/O
0'{
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DUMPSTER ENCLOSURE)
THREE INDOOR
TYP 'F
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STORAGE 6,095 SF
UPSIDED U SHAPE
TOTAL 6,095 SF
BICYCLE RACKS
PARCEL OW NER INFORMATION
(E)BUILDING
2053
Laura St.
115' - 0"
O
LLC
11
�1 NEW PROPOSED BUILDING 6095SF
16
i
92 CENT NNI
92 CENTENNIAL LOOP
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EUGENE, OREGON 97401
SE
FUTURE
AC
'
UNITED STAT ES
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lk
M
TYPES QUANTITIES SPECIES
Osw
L
S89050'50"E 116.60'
sw sw
STORM WATER LINE
TREE(S) SEE DFFAI LED BIOSWALE PLAN
LU
ROP ttLINES8950'50"E 6.60'
SHRUB(S):
M
�
DOWNSPOUTS
WASTE WATER LINE
V- 7 31111
w w
WATER LINE
DISTANCE BETWEEN BUILDINGS
G G
NATURAL GAS LINE
€
ELECTRICAL LINE
0
20' 40' 60' 80'
2053 Laura Street OFFICE BUILDING
1
10/19/22
0 MDS
SITE PLAN m
A 00 1"
20 0"
TRANS NW CORNER 4X6 PAD COMM RISER SW CORNER
TRANS NE CORNER
PEDESTAL U
SS MANHOLE
.'
RIM ELEV. = 445.89'
8" IN FROM E, INV ELEV -438.24'
8" OUT FROM W, INV ELEV.-439.38"'
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e:
3
4g
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0
4
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(E) BUILDING 2053 Laura St.
TSRS,LLC
PER DEED 2010-020778
13999.53 SF
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PEDESTAL
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li
JifY"OU'DU"a "o-ott' 116'— 7 3/16" sw sw STORM WATERLINE
PROPERTY LINE S89 50'50" E 116.60'
2053 Laura Street OFFICE BUILDING 1 10/19/22
•� WASTE WATER LINE
w w WATER LINE
G — NATURAL GAS LINE
E ELECTRICAL LINE
0 20' 40' 60' 80'
MDS EXISTING CONDITIONS PLAN /
1"=20'-O"
TRANS NW CORNER 4X6 PAD COMM RISER SW CORNER -
PEDESTAL
SS MANHOLE -
RIM ELEV. - 445.89'
8" IN FROM E, INV ELEV -438.24'
8" OUT FROM W, INV ELEV -438.38'
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U
Q
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1
F—
LU
m U)
(E) BUILDING
M
O
M
TRANS NE CORNER
h..
M P PhVEMENT Q V!
SETBACK
c 3I s axis e.,s e.,s axis• axis• axis axis axis ax,a axis
axis b
21
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2053 Laura St. 115'- 0" i
O
11 16"
NEW PROPOSED BUILDING: 6095 SF s
0
SE AK CFUTURE '
i
sw w sw
S89°50'50"E 116.60' sw sw STORM WATER LINE
PROPERTY LINE S89 50'5D" E 116.60'
maw ww WASTE WATER LINE
1'-73 �a w WATERLINE
DISTANCE BETWEEN BUILDINGS G NATURAL GAS LINE
F E ELECTRICAL LINE
0 20' 40' 60' 80'
1 UTILITIES IMPROVEMENT PLAN
2053 Laura Street OFFICE BUILDING 1 10/19/22 q02 111=201-011
DOW NSPC
CONNECT
PLANTER Sl
FOUNDATI
0.8:12
0 DUMPSTER ENCLOSURE WEST ELEVATION
A 03 114" = 1'-0"
0.8:12
N
INDOOR BICYCLE
PARKI NG SI GNAGE
-' o
w
�o
0.5:12
L
o , DUMPSTER ENCLOSURE EAST ELEVATION
A 03 114" = 1'-0"
L J
1 DUMPSTER ENCLOSURE SOUTH ELEVATION
A03 1/4" = 1'-0"
L
DUMPSTER ENCLOSURE NORTH ELEVATION
A 03 114" = 1'-0"
2053 Laura Street OFFICE BUILDING 1 10/19/22
STANDING SEAM
M
METAL ROOFING
,a ,
HSS 4X4 COLUMN TY P.
-I
CMU WALL
ry
CYCLONE FENCING
WITH SLATS
O
I
V
L J
1 DUMPSTER ENCLOSURE SOUTH ELEVATION
A03 1/4" = 1'-0"
L
DUMPSTER ENCLOSURE NORTH ELEVATION
A 03 114" = 1'-0"
2053 Laura Street OFFICE BUILDING 1 10/19/22
BIOSWALE
DUMPSTER ENCLOSURE ROOF PLAN
A03 1/4" = 1'-0"
% DOWN13P4T
CONNEt7EDTO
•�; ' R ' +BTOSWALE
P
I
BIOSWALE
N ' SLOPE TO DRAIN
l�F�.
-_ � in
DRAINAGE CONNECTED
TO THE SANITARY SYSTEM
CONCRETE FLOOR
_g 4 INCHES ABOVE THE
i ASPHALT PAVING FOR
8'-6" HYDRAULIC ISOLATION
4 ` DUMPSTER ENCLOSURE PLAN
A 03 114" = 1'-0"
WASTE STORAGE ENCLOSURE
N
d
66
O
O
N
BIOSWALE
DUMPSTER ENCLOSURE ROOF PLAN
A03 1/4" = 1'-0"
% DOWN13P4T
CONNEt7EDTO
•�; ' R ' +BTOSWALE
P
I
BIOSWALE
N ' SLOPE TO DRAIN
l�F�.
-_ � in
DRAINAGE CONNECTED
TO THE SANITARY SYSTEM
CONCRETE FLOOR
_g 4 INCHES ABOVE THE
i ASPHALT PAVING FOR
8'-6" HYDRAULIC ISOLATION
4 ` DUMPSTER ENCLOSURE PLAN
A 03 114" = 1'-0"
WASTE STORAGE ENCLOSURE
USER SW CORNER _Tf TRANS NE COWJER
PEDESTAL
SS MANHOLE
RIM PERM = dal 81
2053 Lorre
G
W
meq% M6
® CONCRETE STORM STRUCTU
TARS, LUC
PER DEED 20IM20778
27,657 Sq Ft
aaJ
DRAWING IS RE -SCALED
FOR PAPER SIZE
2053 Laura Street OFFICE BUILDING 1 10/19/22
EGEND:
FOUND LBR "REEAW/ YELLOW PLASTIC CAP 6LAMPEO
'PER 655"PER CP 35195
ROFE551
AIDED RK NAIL wrtx WASHER STAMPED "PSS 655'PER CS
35185
MANHOLE -WASTEWATER
"IANO SCR OR '
❑
ELECTRICAL VAULT
❑
PEDESTAL
p GON
M H 8,2022
W. COR
—B
2NCELME- CYCLONE FENCING(TYR)
_
RENS 1/2]
SS MANHOLE
PAWSHTNTMOAO
REM ELEV.-44679'
B D NG
4" M FROM NE, MV E. X39 SV
4"MFROM SE, MV ELEV-0U956
4"MFROM P R ELEV-439.50'
8"OUT FROM W, MV ELEV-439.48'
2053 Laura Street OFFICE BUILDING 1 10/19/22
EGEND:
FOUND LBR "REEAW/ YELLOW PLASTIC CAP 6LAMPEO
'PER 655"PER CP 35195
a
AIDED RK NAIL wrtx WASHER STAMPED "PSS 655'PER CS
35185
MANHOLE -WASTEWATER
B
❑
ELECTRICAL VAULT
❑
PEDESTAL
WASTE WATERLME
WATER LME
NATURAL GAS LURE
2NCELME- CYCLONE FENCING(TYR)
_
CONCRETEWALRDRR2
PAWSHTNTMOAO
B D NG
TOPOGRAPHIC SURVEY
O & S Contractors
17-03-27-10 Tax Lot #2120 & 2121
EUGENE, OREGON
IfECR & Associates, Inc.
Engineers. GMEH,nais, and SurA,ors
25358 Preme Roan (MH)6SRW22
Engem. Oregon 97402 Fex(541) 688A887
25' - 117/3211 46'-8"
3
'O AOS
i
y, 125SF BIOSWALE 235SF BIOSWALE y.
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TYPES QUANTITIES SPECIES TYPES QUANTITIES SPECIES
WA= STORAGE TREE(S) NONE TREE(S) NONE
ENCLOSURE
SHRUB(S): 10 DAGGER -LEAF RUSH SHRUB(S): 16 DAGGER -LEAF RUSH
2
5 DULL OREGON GRAPE ^ 10 DULL OREGON GRAPE
A051
8 DENSE SEDGE `" 14 DENSE SEDGE
0 BIOSWALE PLAN
A 05 3/16" = 1'-0"
ASPHALT BIO,SWALE STREET SIDE
PAVEMEM
4'-0" 1'-d" DAGGER -LEAF RUSH
DULL OREGON GRAPE
DENSE SEDGE
CMU WALL
OPENINGS FOR
WATER
CATCHMENT CMU WALL
CONCRETE
0.5:12 �enuunennu —
EGRAVEL
",I MIXTURE �
\
� N
PEA STONE
AVEL PIPE BED
SATED PIPE
3 BIOSWALE SECTION
A 05 1/4" = 1'-0"
.. _.. CMU WALL OPENINGS FOR
BIOS W A LE CONNECTING TO
STORM WATER LINE
2053 Laura Street OFFICE BUILDING 1 10/19/22
CONNECTING BETWEEN THE
BUILDING AND THE BIOOSSW\ALE
BIOSWALE SOUTH ELEVATION
A 05 1/4" = 1'-0"
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DEfAILED BIOSWALE PLAN