HomeMy WebLinkAboutPlan, Final APPLICANT 9/14/2016�
:SHE]LEY STREET STORAGE BILJILDIN---- - - - ----G
Owner Olsson Investments, LLC � TaxMap # 17 03 27 24 Lot#01402 Shelley St. SpringrleldOR97477 MDS SITE PLANS
Owner A fiftrace - 1919 Laura St. Springfield, OR 97477
° Shelley Street -
o. o
DARLENE AVE
Landscape Architect �J
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(E) STREETLIGHT
----- - ---- ----- -` �- -------------` - 25' (Max. 35') -----of
(E) ELECTRICAL (E) SS Manhole (P) ADA -Compliant (Pully (P) Conc. SIDEWALK
UTILITIES Depressed) Curb Cut, Min. at Street frontage,
5' Curb Return Radius Verify
Cn (E) SW Manhole
(E) Curb 5'-0"
Cut
----- 589°55'55" E 1 26
------------
-- -- — — — -----
4-11,
�,'--_ (P) Grassy SWALES as !
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SITE
SHELLEY ST
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(P) G" WASTEWATER I(P) Asph. Conc. PARKING
(P) CURB as per Civil i SERVICE as per Civil as per Civil Engineering
Engineering, Typ. a i Engineering, Verify !
! i Location !
i
i
Min. 5'
PARKING ANALY515 Per Springfield Development Code, Tables 4.6-2 * 4.6-3
USE = -Warehouse / Commercial AREA = 4,800 Si. ft.
Automobile = I per I 0005 = 4600/1000 = 4.8 = 5 SPACES, (1) ADA
Van -Accessible
Bicycle = I per 60005f = 4800/6000 = .8 (MIN. 3) = 3 SPACES (25% Long
Term, 75% Short Term
= I LT/2 ST
y
P) ADA SIGN
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ADA'Van-Accessible
7111 ry
c6 �7/7 /
3: cn i
CL------ -------------------------------------------------------------------
co
4 VERIFY
(P) Plower Beds as
per Landscape VERIFY
° Mm.5
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Architect, (4) Total 's
_ O ---*--Shelley Street
C2
- -P EAVE i (E) ELECTRICAL �oo' (E) SS Manhole
i O UTILITIES
5 ---_j �
(P) Short -Term ! ; i z
(E) Curb Cut
Bicycle Parking ------ -- � � v �------------------ - -� - - - - S89°55'55"E 126'
as per SDC'77
4.6-145 MIN., ±438'
5-011 7777
! I i (E) STREET-
LIGHT
TREET LIGHT ! (E) SW
I I
(P) Underground
Manhole
POWER, Verify
(P) Long -Term
L i (E) 5' Private Utility-/
PLV
Bicycle Parkin g I I I
(Inside) as per v EASEMENT !
R SDC 4.6-145 I t
Q (P) 6' Cycl one FENCE ! I
w/ Si ht- Obscurin
-6-, g g
Q SLATS, Typ. I -
�I (P) Trash
Storage
(Inside) in
-
(P) I WATER SERVICE p !in
I
wl REDUCED PRESSURE
BACKFLOW ASSEMBLY I ! o
as per Civil Enggineerini O
!
P STORAGE FAC I LI TY
4,600 Sq. ft. Pole -Barn Structure w/ Min. 10' !
! Manf. Trusses and Wd. Infill Stud Walls !
584 { 0'46"w 26.67'
!
Min. 10' -±-438' PV
" —_ PWR
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---- O ___---- PWRo
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PWR
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- 10 126.67' o
! _ - 584° '46"W 02
---__-----------_- ±438' o — �__ __----------
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(P) SITE PLAN (E) SITE PLAN
S c a 1 e: 1 =10'- 0 when printed on 24x36 S c a 1 e : l" =30' - 0" when printed on 24x36
Landscape Architect �J
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(E) STREETLIGHT
----- - ---- ----- -` �- -------------` - 25' (Max. 35') -----of
EUGENE, ONt,
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16-0" Typ• (E) 5' Private Utility—�`\``�'� ``'�
NOTE:
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EASEMENT
per Landscape
Architect, Typ•
-
(P) =PROPOSED
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NOTE ;See CIVIL
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o ENGINEERING for
(P) SOAKAGE
TRENCH as per
further Information on
BMs Stormwater, Grading, '� _ �\
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Civil En ineerin
9 g ,
i s and Site Layout
,
!
VICINITY MAP
S c a l e' Fnr Reference Onl
i � !
i
(P) G" WASTEWATER I(P) Asph. Conc. PARKING
(P) CURB as per Civil i SERVICE as per Civil as per Civil Engineering
Engineering, Typ. a i Engineering, Verify !
! i Location !
i
i
Min. 5'
PARKING ANALY515 Per Springfield Development Code, Tables 4.6-2 * 4.6-3
USE = -Warehouse / Commercial AREA = 4,800 Si. ft.
Automobile = I per I 0005 = 4600/1000 = 4.8 = 5 SPACES, (1) ADA
Van -Accessible
Bicycle = I per 60005f = 4800/6000 = .8 (MIN. 3) = 3 SPACES (25% Long
Term, 75% Short Term
= I LT/2 ST
y
P) ADA SIGN
O-
io::ej
ADA'Van-Accessible
7111 ry
c6 �7/7 /
3: cn i
CL------ -------------------------------------------------------------------
co
4 VERIFY
(P) Plower Beds as
per Landscape VERIFY
° Mm.5
O w_ !
�
Architect, (4) Total 's
_ O ---*--Shelley Street
C2
- -P EAVE i (E) ELECTRICAL �oo' (E) SS Manhole
i O UTILITIES
5 ---_j �
(P) Short -Term ! ; i z
(E) Curb Cut
Bicycle Parking ------ -- � � v �------------------ - -� - - - - S89°55'55"E 126'
as per SDC'77
4.6-145 MIN., ±438'
5-011 7777
! I i (E) STREET-
LIGHT
TREET LIGHT ! (E) SW
I I
(P) Underground
Manhole
POWER, Verify
(P) Long -Term
L i (E) 5' Private Utility-/
PLV
Bicycle Parkin g I I I
(Inside) as per v EASEMENT !
R SDC 4.6-145 I t
Q (P) 6' Cycl one FENCE ! I
w/ Si ht- Obscurin
-6-, g g
Q SLATS, Typ. I -
�I (P) Trash
Storage
(Inside) in
-
(P) I WATER SERVICE p !in
I
wl REDUCED PRESSURE
BACKFLOW ASSEMBLY I ! o
as per Civil Enggineerini O
!
P STORAGE FAC I LI TY
4,600 Sq. ft. Pole -Barn Structure w/ Min. 10' !
! Manf. Trusses and Wd. Infill Stud Walls !
584 { 0'46"w 26.67'
!
Min. 10' -±-438' PV
" —_ PWR
—�---- PWR
---- O ___---- PWRo
0 PWR
�--- -"- �/ u �1/ u _ _ _ - fl! _-- PWR
—_ --.----- PWR -__-- O �
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--_?-------- PWR
_ _----- PWR
PWR
— lU
- 10 126.67' o
! _ - 584° '46"W 02
---__-----------_- ±438' o — �__ __----------
N -
(P) SITE PLAN (E) SITE PLAN
S c a 1 e: 1 =10'- 0 when printed on 24x36 S c a 1 e : l" =30' - 0" when printed on 24x36
W WILLARD C. N
EUGENE, ONt,
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�LpFOg
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P) ADA SIGN
O-
io::ej
ADA'Van-Accessible
7111 ry
c6 �7/7 /
3: cn i
CL------ -------------------------------------------------------------------
co
4 VERIFY
(P) Plower Beds as
per Landscape VERIFY
° Mm.5
O w_ !
�
Architect, (4) Total 's
_ O ---*--Shelley Street
C2
- -P EAVE i (E) ELECTRICAL �oo' (E) SS Manhole
i O UTILITIES
5 ---_j �
(P) Short -Term ! ; i z
(E) Curb Cut
Bicycle Parking ------ -- � � v �------------------ - -� - - - - S89°55'55"E 126'
as per SDC'77
4.6-145 MIN., ±438'
5-011 7777
! I i (E) STREET-
LIGHT
TREET LIGHT ! (E) SW
I I
(P) Underground
Manhole
POWER, Verify
(P) Long -Term
L i (E) 5' Private Utility-/
PLV
Bicycle Parkin g I I I
(Inside) as per v EASEMENT !
R SDC 4.6-145 I t
Q (P) 6' Cycl one FENCE ! I
w/ Si ht- Obscurin
-6-, g g
Q SLATS, Typ. I -
�I (P) Trash
Storage
(Inside) in
-
(P) I WATER SERVICE p !in
I
wl REDUCED PRESSURE
BACKFLOW ASSEMBLY I ! o
as per Civil Enggineerini O
!
P STORAGE FAC I LI TY
4,600 Sq. ft. Pole -Barn Structure w/ Min. 10' !
! Manf. Trusses and Wd. Infill Stud Walls !
584 { 0'46"w 26.67'
!
Min. 10' -±-438' PV
" —_ PWR
—�---- PWR
---- O ___---- PWRo
0 PWR
�--- -"- �/ u �1/ u _ _ _ - fl! _-- PWR
—_ --.----- PWR -__-- O �
r _ — ---- - PWR U
--_?-------- PWR
_ _----- PWR
PWR
— lU
- 10 126.67' o
! _ - 584° '46"W 02
---__-----------_- ±438' o — �__ __----------
N -
(P) SITE PLAN (E) SITE PLAN
S c a 1 e: 1 =10'- 0 when printed on 24x36 S c a 1 e : l" =30' - 0" when printed on 24x36
Shelley Street
Storage Bldg.
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ENGINEER'S NOTE.
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR
USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF
THESE PLANS AND THE CITY OF SPRING -FIELD. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING TME COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD DESIGN
PROFESSIONALS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH TME PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE
SHOWN ON THIS PLAN, THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION
OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE ESTIMATED QUANTITIES ARE ONLY FOR THE PURPOSE OF
OBTAINING THE NECESSARY PERMITS, AND THE FA BEAU GROUP DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED
QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF
THE IMPROVEMENTS COVERED BY THESE PLANS, THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND
SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
24'
LINE TOP OF SWALE WITH
HAYDEN
MEADO BRIDGE RD LL
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EX. 10 EXISTING SANITARY SEINER AND SIZE Ly Z
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EXISTING STORM DRAIN AND SIZE'
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EXISTING WATER METER __'V z�SHELLY
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EXISTING ELECTRICAL CABINET IN RSTATIM 105
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EXISTING STREET LIGHT ST uj Z z
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EXISTING CATCH BASIN 0t.
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VICINITY MAP
NO SCALE
EX. 8 w
CONSTRUCTION NOTES
SIMLEY STREET
5
-----------CONSTRUCT 4" AC OVER 12" OF CRUSHED ROCK
440.84 RIM
435-34 INV.
EX, CURB & GUTTER
CONSTRUCT 6" CURB & GUTTER
440.40 TI.G.
4 0 F I
440.20 T.G. 7 9
CN
9 439.80 F.L.
439.60 F.L.436.80 INV. "
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---EX. 10"' S.S. 4-W,00 INV. .. ..... ... EX. 10S.S. 03 CONSTRUCT 6" CURB ONLY T_
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........... ' ............. ..... 04 CONSTRUCT 4" THICK CONCRETE OVER 2" OF 3/4" -0" CRUSHED ROCK SIDEWALK
EX, fC"-Cr EXISTING WM 4- �_FS-,, 44'k 4 1 PUBIC 4223 PROPOSED 7 00 MOT P UTILITY
_< 440.00 F1 71 "t 1� - I " - T,
OO 7 EASEMENT
:8" S.D. LLJ CONSTRUCT STANDARD DRIVEWAY PER CITY STDS., WIDTH 25'
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--------------- ------- - 440.00 F.L. '
.7 `44LZ6 S. CONSTRUCT 2ODE OPENNING IN CURB
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2 QZ) INSTALL 3' WIDE RIP RAP APRON, CLASS 50
2
S -,-al.38 TC. 44112 T�C,
LA' . 440 88 F.S-. 441.12 F.S. 441.82 TC EXISTING 5.00 FOOT PRIVATE UTILITY
EASEMENT. RECORDED DECEMBER 8, 2006,
AL I-- ::__
441 �32 F.S. (8
INSRTUMENT NO, 2006-087871, LANE CONSTRUCT GRASSY SALE PER TYPICAL SECTION HEREON 0-
t THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE 442.02 T�C� COUNTY DEEDS AND RECORDS
S. INSTALL 12" INLET
GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK. 12
VERIFY LOCATION INSTALL 8" PVC STORM DRAIN
2. THE BASE OF THE SWALE SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE
PRIOR TO CONSTRUCTION
CONNECT TO EXISTIII�
OF SAND, NATIVE SOIL, LOAM, AND COMPOST, THE FRACTION OF ORGANIC CARBott STORM DRAIN
ffoucy m -
THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER.
IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE 3 U2 CONSTRUCT SOAKAGE TRENCH PER DETAIL HEREON
CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM,
PROPOSED 6" U)
5'
3, SEE SALE PLANTING SCHEDULE BELOW, WASTEWATER SERVICE
z
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NO SCALE
6" DIA. OPEN
FINISH GRADE GRATE/CLEANOUT
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PAkING LT PAVING
171
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PIPE
6" PERFORATED PIPE
6 _50 bo
DRAIN ROCK WRAPPED IN FILTER FABRIC 10
LENGTH 62.5'
WIDTH 4'
ORENCO CATCH BASI
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MODEL SCB1236-1
SOAKAGE TRENCH NOTES:
1. SOAKAGE TRENCH = 62.5' X 4' X 6* OR EQUIVALENT SQUARE FOOTAGE.
2. TOTAL IMPERVIOUS AREA DRAINED = 4,800 SQUARE FEET.
3. FILTER FABRIC MUST BE ONE OF THE FOLLOWING TYPES RANDS: LINO 125EX; LINA TYPAR3201; TNS
E040; TNS 8035; TNS R040; TNS 8042; AMOCO 45351; M.ARAF1 140 L.
4. DRAINAGE ROCK SHALL BE A MINIMUM 2 1/2" TO 1 1/2" DRAIN ROCK.
5. TME PIPE WITHIN THE TRENCH SHALL EITHER BE PCV D2729. OR HDPE LEACH FIELD PIPE,
C. THE TRENCH BOTTOM IF TO BE INSTALLED LEVEL IN ALL DIRECTIONS AND A MINIMUM OF 24" INTO
NATIVE BAR RUN THAT HAS A MINIMUM INFILTRATION RATE OF 4" PER HOUR.
7. SOAKAGE TRENCH TO BE A MINIMUM OF 10' FROM ANY BUILDING.
NO SCALE
PROPOSED 1
443.34�, �T.0
WATER SERVICE ---------
/442.84 FS. --------
443,41 T.C.
F.S.
443.41 T.C,
43,41 T.C. 442.91 F.S'.
4 .91 F.S. SCALE- 1"
443-10 FINISH FLOOR
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EMPIRES DEC, 31, 2017
SHEET 1 OF 1
Shelley Street
(1) BLACK TUPELO
LANDSCAPE PLANTING PLAN
SCALE 10'-011
_ _ ___. _..._ nAiP1 I IAIPI IRI ICNFI'l 1A//lPK (1F THF I Ai�n�f�APF ARCHITECT
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS ALL DRAWW65 AND WRITTEN MATERIAL APPeAKING t1tKtN wN� i I I u i L i i iL vNwnvr�L r�IN� ����i.�i �� .�u. �� � •• --- - --
PLANT L15T EOR ALL SHRUB BED5 * LAWN STRIP
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Qty Botanical Name Common Name
Sze Condition
Perennial/Ground Cover
I ailon
24 Bei enra Cord+folia Bei enra
40 lArcto5taphylo5 Uxa-Ursa 'Mass.' 'Mass.' Krnntick Ksnrnck
I cjallon
12 Geranium 'Johnsons Blue' 'Johnsons Blue' Geranium
I ejallon
_
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Shrubs
14 Prunus Laurolerasus 'Nana' (Dwarf) 'Dwarf En&05h Laurel
5 allon
4 Picm Japonica 'Valley Valentine' 'Valley Valentine' Preris
5 cja1Ion
4 Chamaccypari5 Obtu5a 'Nana' 'Dwarf Hmokr C rens
7 clallon
Trees
Black Tu e!o N 5a 5 lvat�ca
4 Black
4 Tuecl
2-11211 calr er staked
Lr Stracrflua 'Cl des Form' `CI des Form' 5wee um
2-11211 caliper___ staked
102 Thu a Occidentalis 'Emerald Green' 'Emerald Green' Arborvitae
5'-G' B B
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GENERAL NOTES:
`j"
50DED LAWN AREA5 TO BE PLANTED WITH J.B. 50D.
LO
ALL PLANT BED5 TO BE IRRIGATED BY AN UNDERGROUND IRRIGATION 5Y5TEM IN5TALLED BY A
OREGON LICENSED IRRIGATION CONTRACTOR.
00
NO PLANT 5UB5TiTUTION5 WITHOUT WRITTEN APPROVAL OF LAND5CAPE ARCHITECT
SOURCED AT AR.MITAGE NUR5EKY, EUGENE, OREGON
GRA55Y 5WALE/5TORMWATER LEGEND
SEED MIX AREAS: WETLAND PRAIRIE/13105WALE I SEED MIX,
50% GRAMINOID5, 50% FOR135,
APPLICATION RATE: (BROADCAST ONLY) A5 PER NURSERY APPLICATION SCHEDULE,
4-G PL5/AC = 21-32 5EED5/FT 2.
AFTERBROADCA5TING SEED MIXTURE TO GRASSY 5WALE5, TOP DRE55
W/ 1/45"- 1 /4 NATURE5 BEST' 501L MIXTURE FROM LANE FORE5T PRODUCTS,
EUGENE, OREGON
GRA55 5WALE5 MU5T HAVE 100% COVERAGE BY SEED MIXTURE
SOURCED AT HERITAGE 5EEDLING, INC., 4194 715T AVE. 5E
SALEM, OR 97317
GENERAL NOTES:
G SY SNtALE COVER SHALL BE E5TADU5HED A5 50ON A5 P0551BLE AFTER THE 5WALE5 ARE COMPLETED
AND BEFORE WATER IS ALLOWED T6ENTER THE 5WALE5.VNILE5 EED MTX i5 E5TABL15HED9 1310DEGRADA13LE
ER0510N CONTROL MATTING SHALL BE INSTALLED IN THE FLOW AREA OF THE 5WALE5 BEFORE ALLOWING
WATER TO FLOW THROUGH THE 5WALE5.
A
ENTRY DOOR PLANTERS TYPICAL,
SCALE . 1/411
/4 = 1 1_011
COPYRIGHT, 20OG: PELLITIER * PELLITIER ALL RIGHTS RE5ERVED.
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(1) BLACK TUPELO
(2) 'BLUE ARCTIC' WILLOW
(20) SPANISH LAVENDER
(1) DOUGLAS 5PIREA
(1) BLACK TUPELO
Shelley Street
(I G) SPANISH LAVENDER
(1) BLACK TUPELO (2) 'BLUE ARCTIC' WILLOW
(1 9) SPANISH LAVENDER
lI F(!G) GROOVED RUSH
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(1) VINE MAPLE
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(3)'DWFENGLI5H LAUREL
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(4)'DWf'f-NGL15H LAUREL
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I`ORM'COLUMNAR 5WEETGUM
- sj,0010
2-112" Hemlock bark
Area Drain
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