HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/15/2019VICINITY IAP
NO SCALE
ZONING AND METRO PLAN DESIGNATION OF PROPERTIES WITHIN 100 FEET OF THE SITE
PER SDC 35.040(1)(i):
DIRECTION ZONING & METRO PLAN DESIGNATION
NORTH MEDIUM DENSITY RESIDENTIAL & MIXED USE COMMERCIAL
SOUTH LIGHT -MEDIUM INDUSTRIAL
EAST LOW DENSITY RESIDENTIAL
WEST MEDIUM DENSITY RESIDENTIAL & MIXED USE COMMERCIAL
EASEMENTS
A BLANKET EASEMENT FOR DITCH MAINTENANCE PER B121, P066
IB 10 -FOOT PUBLIC'' UTILITY EASEMENT PER DOCUMENT NO. 1993-60016
C PRIVATE ACCESS EASEMENT PER DOCUMENT NO. 2015-035757
D EXISTING 7 -FOOT PUBLIC UTILITY EASEMENT
E EXISTING 30 -FOOT PUBLIC UTILITY EASEMENT PER ORD. 5934, REEL 2578R-069966
SHEET INDEX
1 SITE ASSESSMENT OF EXISTING CONDITIONS
2 TENTATIVE SUBDIVISION PLAN
3 GRADING PLAN
4 UTILITY PLAN
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LEGEND
--490-��-- -
EXISTING MAJOR CONTOUR AND ELEVATION
N
EXISTING MINOR CONTOUR
_ _EX. 12" S.D. _
EXISTING STORM DRAIN AND SIZE
EX. 8" W.W.
EXISTING WASTE WATER AND SIZE
EX_8" W
EXISTING WATER LINE AND SIZE
- -5-YEAR TT- -
EXISTING TIME OF TRAVEL LINES
C-ob
EXISTING POWER POLE
EXISTING STREET LIGHT
FIRE HYDRANT
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EXISTING WASTEWATER MANHOLE
EXISTING STORM DRAIN MANHOLE
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PUBLIC UTILITY EASEMENT
TPED o
TELEPHONE PEDESTAL
EASEMENTS
A BLANKET EASEMENT FOR DITCH MAINTENANCE PER B121, P066
IB 10 -FOOT PUBLIC'' UTILITY EASEMENT PER DOCUMENT NO. 1993-60016
C PRIVATE ACCESS EASEMENT PER DOCUMENT NO. 2015-035757
D EXISTING 7 -FOOT PUBLIC UTILITY EASEMENT
E EXISTING 30 -FOOT PUBLIC UTILITY EASEMENT PER ORD. 5934, REEL 2578R-069966
SHEET INDEX
1 SITE ASSESSMENT OF EXISTING CONDITIONS
2 TENTATIVE SUBDIVISION PLAN
3 GRADING PLAN
4 UTILITY PLAN
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1. APPLICANT/OWNER: RICHARD LARSON��-�� - -------- --
2. APPLICANT'S REPRESENTATIVE: /
THE FAVREAU GROUP. 3750 NORWICH AVE., EUGENE, OR 97408, 541-683-7048.
3. 17-02-30-23 TAX LOT 105,CL
4. WATER, POWER, GAS, TELEPHONE AND CABLE SHALL BE LOCATED IN THE PUBLIC RIGHT OF WAY.
6. OMIT / ---- _-- - I I I {� Corr
7. ELECTRICAL TRANSFORMER LOCATIONS SHALL BE DETERMINED DURING THE DESIGN PHASES. 00
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8. SEE VEGETATION PLAN FOR STREET TREES AND ADDITIONAL PLANTINGS. I I I ( U tp C� w C°
9. DEVELOPMENT AREA = 19,950 SQUARE FEET. I W
10. PROPOSED RIGHT OF WAY = 0.0 ACRES W _
11. PROPOSED IMPERVIOUS AREA = 14,600 SQUARE FEET. _ _ I I Q Z U Co
12. THE PROPOSED DEVELOPMENT IS LIGHT MEDIUM INDUSTRIAL.
13. GROSS FLOOR AREA, PARKING AND LANDSCAPE AREA CALCULATIONS ARE NOT APPLICABLE TO THIS I -'--= ' -� _ Wi!r
APPLICATION.
14. OPEN SPACE: 0.0 ACRES ( I ( ®a� eC�1V�d } � W z w
15. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: LOW DENSITY RESIDENTIAL. ( o Q � O
16. BENCHMARK: BC AT N EDGE AC 5' W OF STOP SIGN, NEC INTERSECTION "RWD BM 1964" ELEV. = 472.43 I ( I MAY 15 2013 uj u- _j � z
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(NAVD 1988). I I L
17. THE NEAREST FIRE HYDRANT IS 60 FEET SOUTHWEST OF THE SITE ON N 31ST ST. ( I Submittal q� = U w
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SOIL TYPES. i I
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#118 SALEM GRAVELLY SILT LOAM, SOIL GROUP B, WELL DRAINED GRAPHIC SCALE
20 0 10 20 40 80'
FEMA
THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL N0. ( IN FEET )
41039C1134 F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION 1 inch = 20 ft.
WELLHEAD PROTECTION
SITE IS LOCATED WITHIN THE 5 YEAR TIME OF TRAVEL ZONE.
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1. APPLICANT/OWNER: RICHARD LARSON��-�� - -------- --
2. APPLICANT'S REPRESENTATIVE: /
THE FAVREAU GROUP. 3750 NORWICH AVE., EUGENE, OR 97408, 541-683-7048.
3. 17-02-30-23 TAX LOT 105,CL
4. WATER, POWER, GAS, TELEPHONE AND CABLE SHALL BE LOCATED IN THE PUBLIC RIGHT OF WAY.
6. OMIT / ---- _-- - I I I {� Corr
7. ELECTRICAL TRANSFORMER LOCATIONS SHALL BE DETERMINED DURING THE DESIGN PHASES. 00
/ �� 1�n,�5 Q Z
8. SEE VEGETATION PLAN FOR STREET TREES AND ADDITIONAL PLANTINGS. I I I ( U tp C� w C°
9. DEVELOPMENT AREA = 19,950 SQUARE FEET. I W
10. PROPOSED RIGHT OF WAY = 0.0 ACRES W _
11. PROPOSED IMPERVIOUS AREA = 14,600 SQUARE FEET. _ _ I I Q Z U Co
12. THE PROPOSED DEVELOPMENT IS LIGHT MEDIUM INDUSTRIAL.
13. GROSS FLOOR AREA, PARKING AND LANDSCAPE AREA CALCULATIONS ARE NOT APPLICABLE TO THIS I -'--= ' -� _ Wi!r
APPLICATION.
14. OPEN SPACE: 0.0 ACRES ( I ( ®a� eC�1V�d } � W z w
15. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: LOW DENSITY RESIDENTIAL. ( o Q � O
16. BENCHMARK: BC AT N EDGE AC 5' W OF STOP SIGN, NEC INTERSECTION "RWD BM 1964" ELEV. = 472.43 I ( I MAY 15 2013 uj u- _j � z
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(NAVD 1988). I I L
17. THE NEAREST FIRE HYDRANT IS 60 FEET SOUTHWEST OF THE SITE ON N 31ST ST. ( I Submittal q� = U w
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SOIL TYPES. i I
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#118 SALEM GRAVELLY SILT LOAM, SOIL GROUP B, WELL DRAINED GRAPHIC SCALE
20 0 10 20 40 80'
FEMA
THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL N0. ( IN FEET )
41039C1134 F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION 1 inch = 20 ft.
WELLHEAD PROTECTION
SITE IS LOCATED WITHIN THE 5 YEAR TIME OF TRAVEL ZONE.
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EXPIRES DEC. 31, 2019
SHEET 1 OF 4
NOTES:
1. EXISTING BUILDING AREA = 0 S.F.
2. PROPOSED BUILDING FOOTPRINT: 5,075 S.F.
3. EXISTING IMPERVIOUS AREA = 0 S.F.
4. PROPOSED IMPERVIOUS AREA = 16,620 S.F.
5. PROPOSED LANDSCAPE AREA = 3,880 S.F.
6. TRANSIT FACILTY IS LOCATED APPROXIMATELY 1600 FEET SOUTH ON THE
EAST SIDE OF N. 28TH ST. AND R ST.
7. PARKING CALCULATIONS:
VEHICLE PARKING:
WAREHOUSE: 1 SPACE/500 X 5075 S.F. = 10.2 SPACES REQUIRED
TOTAL = 11 SPACES PROVIDED
BICYCLE PARKING
WAREHOUSE: 1 SPACE /3000 X 5075 = 1.7 SPACES
TOTAL = 2 SPACES PROVIDED INDOORS
EASEMENTS
A BLANKET EASEMENT FOR DITCH MAINTENANCE PER B121, P066
IB 10 -FOOT PUBLIC UTILITY EASEMENT PER DOCUMENT NO. 1993-60016
C PRIVATE ACCESS EASEMENT PER DOCUMENT NO. 2015-035757
D EXISTING 7 -FOOT PUBLIC UTILITY EASEMENT
E EXISTING 30 -FOOT PUBLIC UTILITY EASEMENT PER ORD. 5934, REEL 2578R-069966
o.T
SCALE: 1 " = 20'
1� Doo
Date Received
MAY 15 Lj
Original Submittal no
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CONSTRUCTION NOTES
CONSTRUCT 4" AC OVER 12" OF CRUSHED ROCK
O CONSTRUCT 3' WIDE CONCRETE VALLEY GUTTER
O3 CONSTRUCT 6" CURB ONLY PER CITY STANDARD 3-5
O4 CONSTRUCT CONCRETE WALK, FLUSH WITH ASPHALT
O CONSTRUCT 24' WIDE DRIVEWAY PER CITY STANDARD 3-22
ESTIMATED EARTHWORK
CUT = 200 C.Y.
FILL = 200 C.Y.
SOIL TYPES.
#118 SALEM GRAVELLY SILT LOAM, SOIL GROUP B, WELL DRAINED
FEMA
THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO.
41039C1134 F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION
DETERMINED
WELLHEAD PROTECTION
SITE IS LOCATED WITHIN THE 5 YEAR TIME OF TRAVEL ZONE.
EX. SD
B
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VARIES 1 475.1f TOP 5,075 S.
! 2 ---- (iz
L � 3" DIAMETER OPENING I �.1 �`x I - - -`.. c 474.95 F.F.
` _
MSX. C113472. f BOTTOM 10 S ORM DRAIN�� __
24" OF TOP SOIL \-- 6" SAND
1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE
BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK.
2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE
SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN 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 CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED
GROWING MEDIUM.
3. SEE LANDSCAPE PLAN FOR PLANTING.
POND .DETAIL
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On[ in PLATE Lir)
BIKE PROOF, HEAVY DUTY
TRAFFIC GRATE, SUPPORTS
AASHO H2O -S16-44 LOADIN
53 1/4"
TOP VIEWS
4 2 1/2" X 2 1/2" X
SAND TRAP
W/ HINGED LID
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STIFFENER 7 STIFFENER
CONSTRUCTION NOTES
11 INSTALL 5' WIDE RIP RAP APRON, 6" OPEN ROCK
12 CONNECT TO EXISTING MANHOLE
13 INSTALL 6" DIA. PVC SDR35 DRAIN PIPE,
IS)INSTALL 10 DIA. PVC SDR35 DRAIN PIPE,
15 INSTALL OIL/WATER SEPARATOR INLET PER DETAIL HEREON
20 INSTALL 6" DIA. PVC SDR35 WASTEWATER PIPE
21 INSTALL 6" INLET
22 INSTALL TRENCH DRAIN PER ARCHITECT'S PLAN
23 INSTALL WASTEWATER CLEANOUT PER CITY STANDARDS
24 CONNECT TO EXISTING WASTEWATER
30 REPLACE EXISTING STREET LIGHT FIXTURE WITH CURRENT CITY LED FIXTURE
ESTIMATED EARTHWORK
CUT = 200 C.Y.
FILL = 200 C.Y.
SOIL TYPES.
#118 SALEM GRAVELLY SILT LOAM, SOIL GROUP B, WELL DRAINED
FEMA
THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO.
41039C1134 F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION
DETERMINED
WELLHEAD PROTECTION
SITE IS LOCATED WITHIN THE 5 YEAR TIME OF TRAVEL ZONE.
48" 24"
SECTION VIEWS
GI.BSON STEEL
BOX FABRICATED FROM 10 GA. MAT.
SAND COLLECTOR CA TC I .BASIN
STATE APPROVED ASPHALT DIPPED
1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE
BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK.
2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE
SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN 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 CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED
GROWING MEDIUM.
3. SEE LANDSCAPE PLAN FOR PLANTING.
POND DETAIL
NO SCALE
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Date Received
MAY 15 20119
{original Submittal --jam
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CLEARANCE
TRIANGLES
PLANT SCHEDULE
PLANTING LEGEND KEY JQTY. I BOTANICAL NAME I COMMON NAME MIN. SIZE I COMMENTS
TREES
EXISTING STREET TREES
+ TO REMAIN
EXISTING STREET TREE
+ TO BE REMOVED
0 PROPOSED DECIDUOUS TREES
• PROPOSED CONIFEROUS TREES
. : • ...
EXISTING VEGETATION TO REMAIN
SMALL SHRUBS / PERENNIALS/GROUNDCOVER
10-00 i
COSK (CORNUS SERICEA'KELSEYI')
ACR
Acer rubrum 'Red Sunset
Red Sunset Maple
2" cal.
Matching, limbed up to approx. 6 ft.
GIB
Ginkgo biloba 'Autumn Glory'
Maidenhair Tree
2" cal.
Matching, limbed up to approx 6 ft.
TITO
Tilia tomentosa
Silver Linden
2" cal.
Matching, limbed up to approx. 6 ft.
TPH
Thuja plicata'Hogan'
Hogan Red Cedar
8' ht.
Matching, full, B&B
TSM
Tsuga mertensiana
Mountain Hemlock
6' ht.
Matching, full, B&B
SHRUBS
AUC -
Arbutus unedo 'Compacta'
Strawberry Tree
5 gal.
matching, full
CAJ
Camellia japonica 'Purity'
Purity Camellia
5 gal.
matching, full
EUAC -
Euonymus alata 'Compacta'
Compact Burning Bush
5 gal
matching, full
FOG
Fothergilla gardenii
Dwarf Fothergilla
3 gal.
matching, full
MC -
Myrica caiifomica
Pacific Wax Myrtle
5 gal.
matching, full
PIF
Pieris 'Forest Flame'
Forest Flame Pieris
5 gal,
matching, full
PLO
Prunus laurocerasus'Otto Luyken'
Otto Luyken English Laurel
5 gal.
matching, full
PLMV
Prunus laurocerasus'Mount Vernon'
Mount Vernon Laurel
3 gal.
matching, full
RHC -
Rhododendron 'Christmas Cheer'
Christmas Cheer Rhododendron
5 gal.
matching, full
RHU -
Rhododendron 'Unique'
Unique Rhododendron
5 gal.
matching, full
SKJ -
Skimmia japonica
Japanese Skimmia
3 gal.
matching, full
SPBA
Spiraea japonica'Anthony Waterer'
Anthony Waterer Spiraea
3-4' ht.
matching, full
SPBG -
Spiraea japonica 'Goldflame'
Goldflame Spiraea
5 gal.
matching, full
SPD -
Spiraea douglasii
Western spiraea
3-4' ht.
matching, full
VID -
Viburnum davidii
David Viburnum
3 gal.
matching, full
VIP -
Viburnum plicatum tomentosum
Double File Viburnum
3' ht.
matching, full
VITS -
Viburnum tinus'Spring Bouquet
Spring Bouquet Viburnum
5 gal
matching, full
GROUNDCOVERS, PERENNIALS, GRASSES AND BULBS
NAK
Narcissus'King Alfred'
King Alfred Daffodil
bulb
matching, full
PEAH -
Pennisetum alopercuroides'Hameln'
Hameln Fountain Grass
2 gal.
matching, full
RFG -
Rudbeckia fulgida'Goldsturm'
Goldsturm Black -Eyed Susan
1 gal.
15" o.c.
STORMWATER PLANT SCHEDULE
KEY QTY. BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS
TREES
ALR 1
Alnus rubra
I Red Alder
2" cal.
Matching,
BENC 12
1 Betula nigra'Cully
Heritage Birch
8' ht.
I multi -stem, full, B&B
COSE 8 Comus alba 'Elegantissima'
Isanti Red -Osier Dogwood
3 gal.
matching, Full
COSF 6 Cornus sanguinea'Arctic Sun'
Arctic Sun Dogwood
1 gal.
matching, full
MAA 9 Mahonia auquifolium
Oregon Grape
5 gal.
matching, full
SPD 6 Spiraea douglasii
Western spiraea
3-4' ht.
matching, full
GROUNDCOVERS
COSK
41
Cornus sericea'Kelseyi'
Dwarf Redtwig Dogwood
3 gal.
matching, full
JUE
20
Juncus effusus
Soft Rush
B.R. plugs
vernal pools
JUPE
147
1 Juncus patens'Elk Blue'
Elk Blue Rush
B.R. plugs
vernal pools
o � ate Received
MAY 15 21
Original Submittal 0MA-!
GENERAL NOTES:
1. PLANT MATERIAL FOR REQUIRED LANDSCAPE AREAS TO BE
SELECTED FROM CITY OF SPRINGFIELD DEVELOPMENT CODE
2. SEE CIVIL ENGINEER'S PLANS AND DETAILS FOR STORMWATER
FACILITY DESIGN, SPECIFICATIONS AND OVERALL SITE PLAN.
IRRIGATION SYSTEM DESCRIPTION:
1. AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WILL BE
PROVIDED FOR ALL LANDSCAPE AREAS.
2. SYSTEM WILL PROVIDE HEAD TO HEAD COVERAGE.
3. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT
SOLAR ORIENTATIONS.
4. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED
SURFACES.
SITE REVIEW REQUIREMENTS:
1. 45% OF THE TOTAL DEVELOPMENT AREA IS LANDSCAPED..
20% IS REQUIRED TO MEET CODE OUTLINED IN 3.2-315 BASE
ZONE DEVELOPMENT STANDARDS.
AD R
♦ A, Wj
0 4 8 16 32 64
SCALE: 1/16" = 1'-0"
'! gzo ot:
474 Willamette Street
Suite 305
Eugene, Oregon 97401
P 541.683.5803
F 541.683.8183
www.DLAdesign.com
C,1�9�
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I Date: 05.14.19
Drawn By: LS
Checked By: DJD
Submission:
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