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18 An automatic and manual fire alarm system shall be installed throughout
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EXI covering a central station fire alarm system coveriig complete coverage of the structure.
12 HYDRA
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F— EW S CONC. WA 5UILC�ING INFORMATION CL c4
115C, 2010 EDITION
APPLICAIBLE COi �S .........
OCCUPANCY GROUP ......... GROUP a APF'ROVALS REQUIMD__
y;p CITY OF VORINGFIELE)
ALLOWAIBLE FLOOR AREA ...
LIGHT
STREE
Exi C\ SOOO $0. FT.
4 PRIV, SS TENANT FLOOR AREA ....... 3SOO $0. FT.
NO. OF STORIES ............. ONE loom
OCCUPANT LOAD ............ 3S FV DAM DESCRIOTI
Now wow tow Now mom 01010 OMMUMMEMMOMM soft wow 0000 44�� 40�w ZONING ............ GC - GENERAL COMMERCIAL 2-234 SWIM
E X VC3 P A V\�
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Shared, Easement 0 4 8 16 PROJECT
Revinsion NUMBER 15fRM-02
SCALE.s V 201 u'Nkvv
BESIMER DATE
C. 3H/PP 12-22-15
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EX 7' PUE
-
ADJUSTED PROPERTY LINE
PER DEED RECORDED 7-26-94
EX 7 PUBLIC SAN SEWER REC. NO. 94-54767, LCODR
I & PROPERTY LINE ADJUSTMENT
EASEMENT PER REEL
REC. NO. 94-72940 SURVEY FLED UNDER CS 32787
NO STRUCTURES EXIST ON SITE.
LANE COUNTY SURVEYORS OFFICE
EX 7 PUBLIC SAN SEWER
NO FENCES EXIST ON SITE OR ARE PROPOSED.
oe EASEMENT PER REEL 2001R
EXISTING SITE VEGATATION CONSISTS OF GRASS,
REC. NO. 94-72941
BLACKBERRIES, AND THE TREES AS SHOWN HEREON.
PRIVATE SAN SWR EASEMENT
SITE IS NOT LOCATED WITHIN OR NEAR A 100 -YEAR
RECORDED DECEMBER IZ 1997 ON
FLOOD HAZARD ZONE OR A FLOODWAY.
RER 2365 R. INST. NO, 97-84432, LCODR
0 BENEFITS PARCEL I OF LAND
SITE SOILS ARE IDENTIFIED BY LANE COUNTY SCS
MAPS AS 76. MALABON URBAN LAND COMPLEX
PARTITION PLAT NO 98-PI087 ON FILE IN
LANE C01UNTY AS CSF NO.S 34953 & 34954
IT IS A DEEP WELL DRAINED SOIL WITH A WATER
TABLE DEPTH GREATER THAN 6BELOW SURFACE.
C'I
NO CHANGES TO EXISTING CURB CUT ARE PROPOSED.
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ALL EXISTING PAVING IS TO REMAIN EXCEPT WHERE
F- VARIABLE WIDTH PUBLIC SAN SWR EASEMENT
Z�- Uw
.c RECORDED DECEMBER 12. W7 ON
Uj REEL 2365 R. MT. NO. 97-8443L LCODR
WILLAMETTE DENTAL
EXISTING EASEMENTS' FINAL SITE PLAN PHASE 2
A VARIABLE WIDTH ACCESS EASE. SITE PLAN COVER (DRC2002-12446) - PARCEL 2 LPPN 2004-PI808
RECORDED DECEMBER 12.1997
REEL 2385 R. MT. NO. 97-84432 ASSESSOR'S MAP 17 03 22 43 TL 2700
BENEFITS PARCEL I & 2 OF: LAW
PARTITION PLAT NO. 98+1087 SPRINGFIELD, LANE COUNTY. OREGON
& BENEFITS PARCEL 2 OF LAW
PARTITION PLAT NO.94-PO453 JUNE 2016
B 7 X 12T PUBLIC SAN SWR EASE
RECORDED OCT. 12.1994.* REC NO. 94-72942
15' PRIVATE DRAINAGE EASEMENT
RECORDED 8-13-04. DOC. NO.
2004-64103 BENEFITS PCL I & 2
PCL I LPPN No. LPPN No. 2004-PI808
2004-PI808
-, LINE
T END EX ACCESS —`-
EASEMENT ON TL 2706
10' X 17' PRIVATE SAN SWR EASEMENT
L RECORDED DECEMBER IZ 1997 ON
REEL 2365 R. INST. NO. 97-84432. LCODR
BENEFITS PARCEL I OF LAND
PARTITION PLAT NO 98-PI087 ON FILE IN
LANE COUNTY OFFICIAL RECORDS
2"al
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Fg cj TM 17 03 22 43, TL 3400
CL PARCEL 2, PART PLAT 15.00' OPEN SPACE EASEMENTPEN
NO. 98-PI087 DECLARED AND CREATED ON
PARTITION PLAT NO 98-PI087
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EXISTING EASEMENT DETAIL
2 x 4 Rafters Dman IA gets
Connect to joist with slate
using sunpsm ties.
Space rafters 24" oc Latch
I of = 30'
Corrugated
metal roofing
Fasten to rafters
per manufactures specs.
Chain link gate
with slats Bolt Joist
" J" �, " �o Post.
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.. ��C 500�: coo
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7 Lopost.
GALV. POSTS WITH
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FLOOR DRAIN
PER UPC
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WALK CONC CONC, Ot A I
PVC TO SS
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lb I REFUSE ENCLOSURE/SECTION A -A
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14' PRIVATE SS EASEMENT
RECORDED 8-13-04, DOC. NO.
2004-64102 BENEFITS PARCEL 2
LPPN No. 2004-PI808
PCL 2 LPPN No.
2004-PI808
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TM 17 03 22 43. TL 3500
PARCEL 1, PART PLAT
NO. 98-PI087
PLAN INDEX
SHEET Cl SITE PLAN COVER. LOT COVERAGE & PARKING SUMMARY
PARCEL DIMENSIONS
EXISTING AND PROPOSED EASEMENTS (ON AND
ADJACENT TO SITE).
SHEETC2 SITE ASSESSMENT OF EXISTING CONDITIONS
SHEET C3 PROPOSED DEVELOPMENT (PHASE 2 - PARCEL 2 LPPN No. 2004-PI808)
EXISTING AND PROPOSED UTILITIES
SHEET C4 PAVING, GRADING. AND STORMWATER MANAGEMENT PLAN
(PHASE 2 - PARCEL 2 LPPN No. 2004-PI808)
TM 17 03 22 43. TL 2500
PARCEL 1. PART PLAT
NO. 2008-P2243
CC ZONING
1 30'
0 10 30 60 100
SCALE IS IN FEET
PARKING (PHASE 2)
AUTOMOBILE
PROVIDED. 8 STANDARD SPACES
10 COMPACT SPACES (8! X 16 MIN)
2 HANDICAP ACCESS SPACES (7 X W MIN W/ 8' ACCESS AISLE. VAN)
TOTAL: 20
REOURED "N.- PROFFESSIONAL OFFICES - 1/300 S.F. x 6.120 S.F. - 20.4
BICYCLE
PROVM-- 4 LONG TERM
REOURED.- PROF. OFFICE -- V3000 SO FT x 6,120 SO FT - 2
TOTAL REOURED - 3 (MIN" REOURED ALL USES)
(75% LONG TERM, 25% SHORT TERM)
ALL SPACES MUST COMPLY WITH BICYCLE
PARKING STANDARDS OF SDC 31.20.
R
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NO OTHER DRIVEWAYS. HYDRANTS. OR TRAFFIC RELATED
FACILITIES ARE LOCATED WITHIN 200' OF THE SUBJECT
PROPERTY ALONG GAME FARM ROAD SOUTH EXCEPT AS
SHOWN HEREOR THE FIRE STATION IS APPROXIMATELY
2,30 FEET NORTH OF THIS SITE ON THE WEST SIDE
OF GAME FARM ROAD SOUTH. FOR HYDRANT
LOCATIONS SEE THE VICINITY MAP THIS SHEET.
9("
STOP
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EX DRNEWAY
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LEGEND
EXISTING PAVED AREA TO REMAIN
SUBJECT PROPERTY LINE
PROPOSED PARTITION PROPERTY LINE
EXISTING CONCRETE PAVING
TO REMAIN
TRAFFIC FLOW
440.7 EXISTING AC ELEV
+ XAC
+ 440.7 EXISTING GROUND ELEV
XGND
BW - TOP BACK OF WALK
BLM - BIG LEAF MAPLE
BL BLACK LOCUST
n
% ANN
SPRING ALE
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BRO LE -1,DDIE LORIE
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SITE HYDRANT
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EX DMVEWAY
NOTES
NO STRUCTURES EXIST ON SITE.
z
NO FENCES EXIST ON SITE OR ARE PROPOSED.
EXISTING SITE VEGATATION CONSISTS OF GRASS,
BLACKBERRIES, AND THE TREES AS SHOWN HEREON.
SITE IS NOT LOCATED WITHIN OR NEAR A 100 -YEAR
FLOOD HAZARD ZONE OR A FLOODWAY.
SITE SOILS ARE IDENTIFIED BY LANE COUNTY SCS
MAPS AS 76. MALABON URBAN LAND COMPLEX
IT IS A DEEP WELL DRAINED SOIL WITH A WATER
TABLE DEPTH GREATER THAN 6BELOW SURFACE.
NO CHANGES TO EXISTING CURB CUT ARE PROPOSED.
ALL EXISTING PAVING IS TO REMAIN EXCEPT WHERE
IT IS NECESSARY TO REMOVE FOR MATCHING TO THE
NEW PAVING.
SMO s1fal Uem
Ex as
SEE SEPARATE ARCHITECTURAL PLANS AND
STOP
LANDSCAPING PLANS FOR BUILDING AND LANDSCAPING
DETAILS. RESPECTIVELY.
rzx MVEWAY
THREE FIRE HYDRANTS EXIST WITHIN 700 FEET OF THE
G)
SUBJECT PROPERTY. THEY ARE LOCATED AS FOLLOWS:
> >
WEST SIDE PHEASANT BLVD, APPROX. 180' WEST & 100'
:g
NORTH OF SUBJECT PROPERTY; ON SOUTH SIDE OF HARLOW
rn
OPPOSITE INTERSECTION WITH GAME FARM ROAD SOUTH.
-n
APPROX. 210' SOUTH OF PROPERTY: ON EAST SIDE OF GAME
> EX CAVEWAY
FARM ROAD, AT INTERSECTION WITH OAKDALE APPROX.
;v
41�
700' NORTH OF THE SUBJECT PROPERTY, SEE VICINITY MAP.
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SITE SUMMARY
PARCEL 1 0.55 AC
PARCEL 2 0.53 AC
DEVELOPMENT SITE AREA 0.64 AC (PHASE 1)
ESTIMATED CUT: 430 CUBIC YARDS
ESTIMATED FILL: 515 CUBIC YARDS -
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AN
ZONING �, E
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CC, COMMUNITY COMMERCIAL Mli
PROPOSFD t JRP danner
PARCEL 2 - DENTAL OFFICE
PROPOSED * OF EMPLOYEES: 20
LEGAL DESCRIPTION
PARCEL 2 LAND PARTITION PLAT NO. 2004-PI808. FILED SEPTEMBER
23. 2004, LANE COUNTY OFFICIAL RECORDS. LANE COUNTY. OREGON.
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-72941
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4
E)
EXISTING GRASSY SWALE
APPROVED UNDER
6' B
DRC2002-12446
(D
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20
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CONNECT TO
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low
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-SEE DETAIL B -B
.........
-7
Planter
4
r 17,7 1
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PROPOSED
SERVING PARCEL I
STREET LIGHT
rn 44
S& Paved Dive
<
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CONNNECT FLOOR DRAIN TO SANITARY Lu I >
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a -
EXISTING CONCRETE PAVING
z
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SUBJECT PROPERTY LINE
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APPROVED UNDER
6' B
DRC2002-12446
(D
'20' --- 777
20
_LLL_
Z
'44, V A
CONNECT TO
4* PRIV. SS
Em
EX 7.0' PUE
low
UTILITY TRENCH
-SEE DETAIL B -B
.........
-7
Planter
4
r 17,7 1
XM\"111,
3' CONC. WALK UTILITIE
PROPOSED
SERVING PARCEL I
STREET LIGHT
rn 44
S& Paved Dive
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X
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PARCEL 2. PART PLAT
NO. 98-PI087
CC ZONING
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PARCEL 1. PART PLAT
NO. 98-PI087
CC ZONING
a -
EXISTING CONCRETE PAVING
z
EXISTING PAVED AREA TO REMAIN
BUILDING ENTRY/BIKE PARKING
SUBJECT PROPERTY LINE
SCALE 1 10'
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TM 17 03 22 43. TL 3400
PARCEL 2. PART PLAT
NO. 98-PI087
CC ZONING
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PARCEL 1. PART PLAT
NO. 98-PI087
CC ZONING
LEGEND
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PARCEL 1. PART PLAT
NO. 98-PI087
CC ZONING
NOTE: - CRUSHED ROCK (CR) TO BE 3/4 MINUS
- FOR OTHER SIDEWALK & DRIVEWAY DETAILS
SEE STANDARD CITY DRAWINGS E-20
AND E-213 RESPECTIVELY.
- ADA ROUTE TO BE MARKED AND RAMPED
AS NECESSARY PER ADA STDS.
NOTES
ALL EXISTING AND PROPOSED PAVING IS 3* AC ON 8"
CRUSHED ROCK.
ALL EXISTING UNDERGROUND UTILITY LOCATIONS MUST BE
VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION
CAN BEGIN.
ALL NEW UTILITIES MUST BE UNDERGROUND & ARE
SUBJECT TO DESIGN OF EACH UTILITY EXCEPT AS SHOWN.
NO WHEEL BUMPERS ARE PROPOSED EXCEPT AS SHOWN.
THE SIDEWALKS AND REQUIRED PLANTER STRIPS ARE TWO
FEET WIDER THAN REOUIRED FOR COMPLIANCE WITH ADA
STANDARDS AND LANDSCAPING STANDARDS OF THE CODE.
ADA HC ACCESS RAMPS- MAX. 12:1 RUNNING SLOPE & 2%
CROSS SLOPE, ADA ROUTE: MAX. 5% RUNNING SLOPE &
2% CROSS SLOPE. HC PARKING SPACE AND ACCESS
AISLE MAX. 2% SLOPE ALL DIRECTIONS. ACCESIBLE
PARKING SPACE SIGNS (OR20-613 & OR20-6D) SHALL BE
INSTALLED PER LOCAL AND STATE STANDARDS.
rARNINU ornt-lao AMC 01 u
PER SPRINGFIELD STANDARDS
HANDICAP - 9' X 18'
NO CHANGES TO EXISTING CURB CUT ON GAME FARM
ROAD ARE PROPOSED.
LIGHTS FOR THE PARKING AREA ARE TO BE WALL PACKS
MOUNTED AT 20'MAX. HEIGHT ON THE BUILDINGS AS
SHOWN, DIRECTED SO AS NOT TO CAUSE GLARE ONTO
NEIGHBORS OR INTO THE PUBLIC RIGHT OF WAY.
NO FENCES EXIST OR ARE PROPOSED.
ALL GRADES SHOWN ARE FINISHED AC
UNLESS NOTED OTHERWISE.
DS - DOWN SPOUT (ROOF DRAIN)
EXISTING CATCH BASINS ARE STANDARD GIBSON STEEL
WITH GREASE TRAP.
ALL NEW CATCH BASINS ARE 2 CHAMBER BASINS WITH
OIL AND GREASE FILTRATION SYSTEM.
SEE SHEET 4 FOR SWALE DETAILS
ALL PIPE OUTLETS INTO SWALE SHALL USE RIPRAP
FOR ENERGY DISSIPATION AND EROSION CONTROL.
ALL AREA WITHIN TRASH ENCLOSURE WILL DRAIN TO A FLOOR
DRAIN CONNECTED TO SANITARY SEWER AS SHOWN.
J S�` P, AN
, A
APR - 2 0 tu"'
plianne
EXT`G- CONC.- WALK', EXT'G 35' EXT*G CONC. WALK
DRIVEWAY----
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LEGEND
EXISTING CONCRETE PAVING
z
EXISTING PAVED AREA TO REMAIN
SUBJECT PROPERTY LINE
PROPOSED PARTITION PROPERTY LINE
G/B
GRADE BREAK
00'
DIRECTION OF TRAFFIC FLOW
-40.
DRAINAGE FLOW
SITE LIGHT (WALL PACK AT 20'
MOUNT HEIGHT)
CONCRETE PAVING:
t4l.%
4* PCC ON I* CR SIDEWALKS
NOTE: - CRUSHED ROCK (CR) TO BE 3/4 MINUS
- FOR OTHER SIDEWALK & DRIVEWAY DETAILS
SEE STANDARD CITY DRAWINGS E-20
AND E-213 RESPECTIVELY.
- ADA ROUTE TO BE MARKED AND RAMPED
AS NECESSARY PER ADA STDS.
NOTES
ALL EXISTING AND PROPOSED PAVING IS 3* AC ON 8"
CRUSHED ROCK.
ALL EXISTING UNDERGROUND UTILITY LOCATIONS MUST BE
VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION
CAN BEGIN.
ALL NEW UTILITIES MUST BE UNDERGROUND & ARE
SUBJECT TO DESIGN OF EACH UTILITY EXCEPT AS SHOWN.
NO WHEEL BUMPERS ARE PROPOSED EXCEPT AS SHOWN.
THE SIDEWALKS AND REQUIRED PLANTER STRIPS ARE TWO
FEET WIDER THAN REOUIRED FOR COMPLIANCE WITH ADA
STANDARDS AND LANDSCAPING STANDARDS OF THE CODE.
ADA HC ACCESS RAMPS- MAX. 12:1 RUNNING SLOPE & 2%
CROSS SLOPE, ADA ROUTE: MAX. 5% RUNNING SLOPE &
2% CROSS SLOPE. HC PARKING SPACE AND ACCESS
AISLE MAX. 2% SLOPE ALL DIRECTIONS. ACCESIBLE
PARKING SPACE SIGNS (OR20-613 & OR20-6D) SHALL BE
INSTALLED PER LOCAL AND STATE STANDARDS.
rARNINU ornt-lao AMC 01 u
PER SPRINGFIELD STANDARDS
HANDICAP - 9' X 18'
NO CHANGES TO EXISTING CURB CUT ON GAME FARM
ROAD ARE PROPOSED.
LIGHTS FOR THE PARKING AREA ARE TO BE WALL PACKS
MOUNTED AT 20'MAX. HEIGHT ON THE BUILDINGS AS
SHOWN, DIRECTED SO AS NOT TO CAUSE GLARE ONTO
NEIGHBORS OR INTO THE PUBLIC RIGHT OF WAY.
NO FENCES EXIST OR ARE PROPOSED.
ALL GRADES SHOWN ARE FINISHED AC
UNLESS NOTED OTHERWISE.
DS - DOWN SPOUT (ROOF DRAIN)
EXISTING CATCH BASINS ARE STANDARD GIBSON STEEL
WITH GREASE TRAP.
ALL NEW CATCH BASINS ARE 2 CHAMBER BASINS WITH
OIL AND GREASE FILTRATION SYSTEM.
SEE SHEET 4 FOR SWALE DETAILS
ALL PIPE OUTLETS INTO SWALE SHALL USE RIPRAP
FOR ENERGY DISSIPATION AND EROSION CONTROL.
ALL AREA WITHIN TRASH ENCLOSURE WILL DRAIN TO A FLOOR
DRAIN CONNECTED TO SANITARY SEWER AS SHOWN.
J S�` P, AN
, A
APR - 2 0 tu"'
plianne
EXT`G- CONC.- WALK', EXT'G 35' EXT*G CONC. WALK
DRIVEWAY----
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10-16-2016
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DATE
06-01-2016
3333 5ite2ol6bco
I-vHff_E!T30F4
C
3
age 23.0'
ale 187
—EX 15.0' DRAINAGE EASEMENT
17.4' SWALE WIDTH
EXT CURB wic-2.0"-so ale -,w-2.O'--:o* me 4.0'
BOT.
Ln
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EX AC PAV b
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f—7---rLFLAT
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PROPERTY LINE
AND EASEMENT SECTION A -A
TYPICAL GRASSY SWALE CROSS-SECTION
NO SCALE
— n7 ^'
F=X 15.0' DRAINA(3E E:AbI::MEN I
17.4' SWALE WIDTH—
EXT CURB
EX AC PAV
-04
4H: 1v
SWALE CENTERED OVER
P 0 F-RTY I INF
2.O' -:p -s* 4.0' eom
BOT. I -r
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AND EASEMENT SECTION Bl -B
TYPICAL GRASSY SWALE CROSS-SECTION
NO SCALE
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GRADING, PAVING,, & STORMWATER MANAGEMENT PLAN
PHASE 2 PARCEL 2 LPPN 2004 P1808
12"
FLAT
NEW CURB
AC PAV
NEW 4.0'
WALK
TM 17 03 22 43, TL 2500
PARCEL 1. PART PLAT
NO. 2008-P2243
CC ZONING
EXT'G CONC. WALK '-9 IER X T'G 3!
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EX DRIVEWAY
pn
----------
EX DRIVEWAY
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EX 35' PM
r-1
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LEGEND
EXISTING CONCRETE PAVING TO REMAIN
EXISTING PAVED AREA TO REMAIN
SUBJECT PROPERTY LINE
G/B GRADE BREAK
PROPOSED DRAINAGE FLOW
EXISTING DRAINAGE FLOW
CONCRETE PAVING.
7* PCC ON I" CR IN DRIVEWAY
AND APRON.
4" PCC ON I* CR SIDEWALKS
440.7
+ XAC EXISTING AC ELEV
+ 440.7 EXISTING GROUND ELEV
XGND
NOTES
ALL EXISTING AND PROPOSED PAVING IS 3* AC ON 8"
CRUSHED ROCK.
ALL EXISTING UNDERGROUND UTILITY LOCATIONS MUST BE
VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION
CAN BEGIN.
ALL GRADES SHOWN ARE FINISHED AC
UNLESS NOTED OTHERWISE.
DS - DOWN SPOUT (ROOF DRAIN)
EXISTING CATCH BASINS ARE STANDARD GIBSON STEEL
WITH GREASE TRAP.
DS - DOWN SPOUT (ROOF DRAIN)
NEW FLOW SPREADERS WILL BE ADDED TO EXISTING SWALE
6�830 SF NEW
VEHICULAR PAVED
AREA TO SWALE
(100%)
NAi-
S I TE P L7A N
A 1"
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10-16-2016
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DATE
016
4
.15HF-F-T40F
G 4
Vint- Msinle-
QnrPuAitra
"FL%,L4
(Juncus,
6ft. Spacing
mexim
Red Sunset
Maple
INFORMATION:
1. Because there is an existing sprinkler system with an existing Double Check
Backflow device instaffed on property Tax lot 2702. A V p.v.c. line located
on the east side of the Bio-swale which feeds. existing popup mist heads
on this property along the east side of the swale. This line will be tapped
into and utfted to water additional areas of this property.
LANDSCAPE STANDARDS SUMMERY (REVISED)
1. PROPER PLANTING TECHNIQUES WILL BE APPLIED
2. EXISTING BIG LEAF MAPLES WILL BE REMOVED.
ADDITIONAL 3 - Red Sunset Maples will be planted where trees were removed.
ADDITIONAL 3 - Red Sunset Maples will be planted in parking lot Islands.
Ae 3. Swale will have Native Seed Mix planted, Per: Appendix 6B Page 4 of EDSP Guide.
4. Swale edge will have Native Spreading Rush Planted
Landscape Design
ITEM
COMMONNAME SIZE
Mamma womaw No awe No mom Swale so so aw M 01000
9 Red Sunset Maple 8-10ft.
TREES
1 -
Blue Spruce 5-8ft*
V
10-
VineMaple 5-8ft*
SHRUBS
0
26
'uncus Pa
Spreading Rush (J tens) 1 Gal.
IV = ly - ]:SXU DULUIVI-ty kXURSIC %j Owl .1 kja *
P
12' - Covext Boxwood (Japanese Holly) 2 Gal.
= 10- MexicanOrange
2 Gal.
16 - Rhododendron 5 Gal.
Enot-appes = by Mg
HOrdeum brachYantherum (Meadow Barley) 25%
Danthonia californica (California Oat-gmss) 15%
Elymus glaucus (Blue Wild Rye) = 10%
Bromus carinatus (Califomia Brome) = 10%
Bio Swale Planting Native Seed Blend - Festuca romerii (Roemer's fescue) = I 00K
Deschampsla cespitosa (Tufted hairgrass) = 100%
Agrostis exarala (Spike bentgrass) = 100%
Alopecww geniculatus (Water foxtail) = 5%
Pe.whampsia elongata (Slender hairgrass) = 5%
BARKMULCH Fir Beauty Bark Mulch Applied to all areas of Landscape
Except Bio Swale.'
�-w
44,
C�'Aj
A N
NAL S I L
APR
planner—,"...
The following Items have been Revised and changes made to the Landscape plan.
Per.- Lane County, City of Springfield Request.
1. (3) Large Existing Big Leaf Maples along east side of property have will be
removed.
2. (3) 10-12ft. in height 1.5-2" Caliper, Red Sunset Maples will be planted in the
area where the Big Leaf maples were removed.
3. Parking lot Islands (Planter Areas) Will have (3) 10-12ft. in height 1.5-211
Caliper, Red Sunset Maples planted as described W plan. Additional plants will
be planted in planters as well Per plan.
4. Rio Swale will have Native Grass planted Per: Appendix 6B Page 4 of The EDSP
Adopted Guidlines for Swale plantings. . ' A
5. Along top and sides of Swale, Native Spreading Rush wid 6e piunting as
described m' Plan.
If you have any questions or concerns please feel free to call our office (503)-788-9904.
Or you can reach me directly @ (503)-490-9041 or e-mail.-
landconstruction@comcast.net
0 -1 r% 12
DATE: 11/13/2015
MMONS
7/24/2016 - Revised
2.
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GENERAL ARCHITECTURAL NOTES
PROJECT TITLE
CODE SUMMARY
"M
BUILDING CODE:
2012 INTERNATIONAL 15UILDING CODE
WORIZ - 14ORIZONTAL
OCCUPANCY TYPe-
GROUP 5 (304.1)
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2012 INTERNATIONAL BUILDING
BASE ALLOWABLE AREA'
9,000 5F (TABLE 503)
CODE (15C), LOCAL CODES AND STANDARDS OF GOVERNING AGENCIES WAVING
ALLOWABLE AREA INCREASE*.
Aam(At+(At x Lf) + (At x Ls)) (506.1)
JURISDICTION.
EX
Aaz(9,000 + (9,000 X 1-5) + (9,000 X 0))
kt
- CENTER LINE
A&(9,000 + (13,500 + 0))
- INSIDE FACE
2 X 6 WOOD STUDS
A&22,500 SF
- LINTEL
ist.
LF=(F/PO.2&)W/3O (506.2)
>
t
Lfz(326/328-0.25)2
> ;'r'
Z rn
- JOINT
Lfz(.15)2
rn
0
EX ONWWAY
TOTAL IMPERVIOUS1 R..' 1
>
0;0
C
PROP05ED BUILDING AREA;
6,049 5F
r2/&, GWB
CONSTRUCTION TYPE'
TYPE V-13 (602.r7)
OPP. - OPP051TE
AUTOMATIC SPRINKLER SYSTEM:
NONE, NOT REOUIRED (903.2.2)
SITE PLAN
OPP. 14D. - OPP051TE WANE)
— INSULATION
"M
144 13 16 1 NEW HybPAt4T
12 49
2 41r SLM
# 12
T M. 476 IT,!.
G & MARK END
IV. SS
266.75' R VrC PA%"
6
I------------------
5CALEs 1% 30'-0"
NORTH
CZ) A2 - REVISION NUMBER
,,6 (ELEVATION - WORK POINT
=4�:TION MARK ELEVAITIQN MARK
SECTION NUMBER I -ELEVATION NUMBER
SWEET NUMBER 51-1 SWEET NUMBER
=A -IL MARK
DIETAIL NUMBER
SWEET NUMBER
DEP1141TION
(ON PL")
(5ouc> WALL) - INDICATES WALLS ABOVE
. ...... . ......................... (TINY DOTS) - INDICATES WALLS BELOW (NON-5EARING)
---------- (DASHED) - INDICATES WALLS BELOW (BEARING)
DRAWING INDEX
Al TITLE SWEET
A2 FLOOR PLAN
A3 ExTERioR ELEvATIONS
A4 I5uILj>INcs 5EC:TION5 AND WALL SECTIONS
Ab REFLECTED CEILING PLAN
51.1 CWNERAL STR=TURAL NOTES
52.1 FOUNDATION PLAN
63.1 FROOF FRAMING PLAN
54.1 FOUNDATION DETAILS
55.1 Roof: FRAMING DETAILS
LEGEND
MASONRY VENEER
#
- NUMBER OR POUNDS
WORIZ - 14ORIZONTAL
EX DM%VAY
4
- AND
WT.
- WEIG14T
I" (MIN) AIR SPACE
DM%VAY
1 of LANDW.Aft
1
WYO.
EX
31
kt
- CENTER LINE
92
- INSIDE FACE
2 X 6 WOOD STUDS
L
- LINTEL
ist.
1 MU Uhm.1561
PROPOko.)ED BLDG
>
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5912 SF
> ;'r'
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- JOINT
7 1297,� SF
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SECTION NUMBER I -ELEVATION NUMBER
SWEET NUMBER 51-1 SWEET NUMBER
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DIETAIL NUMBER
SWEET NUMBER
DEP1141TION
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(5ouc> WALL) - INDICATES WALLS ABOVE
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DRAWING INDEX
Al TITLE SWEET
A2 FLOOR PLAN
A3 ExTERioR ELEvATIONS
A4 I5uILj>INcs 5EC:TION5 AND WALL SECTIONS
Ab REFLECTED CEILING PLAN
51.1 CWNERAL STR=TURAL NOTES
52.1 FOUNDATION PLAN
63.1 FROOF FRAMING PLAN
54.1 FOUNDATION DETAILS
55.1 Roof: FRAMING DETAILS
LEGEND
MASONRY VENEER
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............
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Consulting Structural Engineers
610 SW Alder Street, Suite 918
Portland, Oregon 97205
Tel: (503) 226-4286
Fax-, (503) 226-1130
Web-, www.j'gp*lerson.com
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...........
............
I Ne
Consulting Structural Engineers
610 SW Alder Street, Suite 918
Portland, Oregon 97205
Tel: (503) 226-4286
Fax-, (503) 226-1130
Web-, www.j'gp*lerson.com
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I Ne
Consulting Structural Engineers
610 SW Alder Street, Suite 918
Portland, Oregon 97205
Tel: (503) 226-4286
Fax-, (503) 226-1130
Web-, www.j'gp*lerson.com
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610 SW Alder Street, Suite 918
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3. REFER TO A1,1 FOR WALL TYPE LEGEND
I
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NOTES; RH. RIGHT HAND, LH; LEFT HAND, RHR, RIG4T HAND REVERSED, LHR-* LEFT HAND REVERSED
= INDICATES FACTORY FINISH. M: METAL, WM: 14OLLOW METAL, PNT: PAINT, MANUF: FALCON OR APPROVED EQUIVALENT
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............
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Consulting Structural Engineers
610 SW Alder Street, Suite 918
Portland, Oregon 97205
Tel.- (503) 226-qM
a - F (503) 226-9130
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Web: www.j'gp'lersen.com
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610 SW Alder Street, Suite 918
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610 SW Alder Street,
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Web: www.j*gplersom.com
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