HomeMy WebLinkAboutPlan, Tentative APPLICANT 9/16/2016TOWNHOM SON FIF H H�AS 2
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1928 5th St, Springfield, Oregon
Tax Map •
Tax Lots: 601,602, 701,900
VICINITY MAP
SITE PLANS
1-1.0 COVER SHEET
L2.0 EXISTING CONDITIONS
L3.0 SITE PLAN
5th STREET PROJECT, LLC
2065 WEST 16th WAY
EUGENE, OR 97401
(541) 953-7332
CONTACT: MIKE O'CONNELL, SR., Applicant
mikeoconnellsr@qwestoffice.net
PLANNER/LANDSCAPE ARCHITECT
SCHIRMER SATRE GROUP
PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS
375 WEST 4TH, SUITE 201
EUGENE, OREGON 97401
(541) 686-4540 - FAX (541) 686-4577
CONTACT: RICK SATRE, AICP, ASLA, CSI
rick@schirmersatre.com
CIVIL ENGINEER
BRANCH ENGINEERING, INC.
310 FIFTH STREET
SPRINGFIELD, OREGON 97477
(541) 746-0637
CONTACT: NATHAN PATi'ERSON, PE
nathanp@branchengineering.com
SURVEYOR
BRANCH ENGINEERING, INC.
310 FIFTH STREET
SPRINGFIELD, OREGON 97477
(541) 746-0637
CONTACT: DAN NELSON, PLS
dann@branchengineering.com
STRUCTURAL ENGINEER
PIONEER ENGINEERING LLC
P.O. BOX 788
PLEASANT HILL, OR
(541) 746-5841
CONTACT: ADAM CLOUGH, P.E., S.E.
adam@pioneerengr.com
BUILDING DESIGNER f'Wwpq p
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LUKE DESIGNS, INC. D7 "P C4/ r �&fps"
1253 D STREET ' ' R DYIR1 �Y'
SPRINGFIELD, OR 97477 1 D � -3
(541) 746-7757
CONTACT: MONTY LUKE
Iukedesigns7@gmail.com
2016 LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
9-16-16
f LANDSCAPE ARCHITECTS +
SCHIRMER
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VICINITY MAP
SITE PLANS
1-1.0 COVER SHEET
L2.0 EXISTING CONDITIONS
L3.0 SITE PLAN
5th STREET PROJECT, LLC
2065 WEST 16th WAY
EUGENE, OR 97401
(541) 953-7332
CONTACT: MIKE O'CONNELL, SR., Applicant
mikeoconnellsr@qwestoffice.net
PLANNER/LANDSCAPE ARCHITECT
SCHIRMER SATRE GROUP
PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS
375 WEST 4TH, SUITE 201
EUGENE, OREGON 97401
(541) 686-4540 - FAX (541) 686-4577
CONTACT: RICK SATRE, AICP, ASLA, CSI
rick@schirmersatre.com
CIVIL ENGINEER
BRANCH ENGINEERING, INC.
310 FIFTH STREET
SPRINGFIELD, OREGON 97477
(541) 746-0637
CONTACT: NATHAN PATi'ERSON, PE
nathanp@branchengineering.com
SURVEYOR
BRANCH ENGINEERING, INC.
310 FIFTH STREET
SPRINGFIELD, OREGON 97477
(541) 746-0637
CONTACT: DAN NELSON, PLS
dann@branchengineering.com
STRUCTURAL ENGINEER
PIONEER ENGINEERING LLC
P.O. BOX 788
PLEASANT HILL, OR
(541) 746-5841
CONTACT: ADAM CLOUGH, P.E., S.E.
adam@pioneerengr.com
BUILDING DESIGNER f'Wwpq p
�-oo
LUKE DESIGNS, INC. D7 "P C4/ r �&fps"
1253 D STREET ' ' R DYIR1 �Y'
SPRINGFIELD, OR 97477 1 D � -3
(541) 746-7757
CONTACT: MONTY LUKE
Iukedesigns7@gmail.com
2016 LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
9-16-16
f LANDSCAPE ARCHITECTS +
SCHIRMER
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12" FL 1N =445.17
10" L iN SE)=445.15
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KIRK AVENUE
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A 1
100 -YEAR FLOOD
CONTAINED IN
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T SITE
GREENVALE
WOODLANE
V
LANE DRIVE
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LEGEND
+ I EXISTING DECIDUOUS TREE TO BE REMOVED
-i- EXISTING DECIDUOUS TREE TO REMAIN
EXISTING CONIFEROUS TREE TO REMAIN
--■-- PROPERTY LINE (SUBJECT PROPERTY)
PROPERTY LINE (ADJACENT LOTS)
J
1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor
• Plan prepared by licensed Landscape Architect.
• Survey prepared by licensed professional land surveyor.
2. Vicinity Map
• See sheet L1.0 for vicinity map.
3. The name, location and dimensions of all existing site features including buildings, curb cuts, trees, and
impervious surface areas, clearly indicating what is remaining and what is being removed. For existing
structures to remain, also indicate present use, size, setbacks from property lines, and distance between
buildings.
• See plan this sheet.
4. The name, location, dimensions, direction of flow and top of bank of ail watercourses and required riparian
setback that are shown on the Water Quality Limited Watercourse Map on file in the Developments Services
Department.
• Per the Water Quality Limited Watercourse Map the site contains no watercourses.
5. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood
insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision.
• Project Site is located in Zone X: Areas determined to be outside 500 -year floodplain.
6. The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map
on file in the Development Services Department.
• Project site is located in the 10 to 20 year Time of Travel Zone.
7. Physical features including, but not limited to trees 5" in diameter or greater when measured 41/2 feet above
the ground (stands of more than five (5) trees may be shown as a duster with mix of trees species noted),
riparian areas, wetlands and rock outcroppings.
• See plan for location of all trees 5" or larger. Site contains no riparian areas, wetlands or rock
SOILS ON SITE ARE:
• TAXLOT 601=MALABON-URBAN LAND COMPLEX, 100%.
• TAXLOT 602= SALEM -URBAN LAND COMPLEX 75%, MALABON-URBAN LAND COMPLEX 25%.
• TAXLOT 700=SALEM-URBAN LAND COMPLEX 100%
• TAXLOT 701 =SALEM -URBAN LAND COMPLEX 100%
• TAXLOT 702=MALABON-URBAN LAND COMPLEX 78%,SALEM-URBAN LAND COMPLEX 22e/d
• TAXLOT 801= SALEM -URBAN LAND COMPLEX 97%, MALABON-URBAN LAND COMPLEX 3%.
• TAXLOT 900=SALEM-URBAN LAND COMPLEX (84%), COURTNEY GRAVELLY SiLTY CLAY LOAM,
16%d.
APPROXIMATE SCALE IN FEET
500 0 500
NATIONAL FLOOD INSURANCE PROGRAM
FIRM
JE ma °���°s� °� FLOOD INSURANCE RATE MAP
i a
( CAMBRIDGE STREET
3 i LANE COUNTY,
ROAD OREGON AND
ROSE BLOSSOM INCORPORATED AREAS
DRIVE NORTH j
DRIVE
LANE COUNTY HARLOW-HAYDEN PANEL 1134 OF 2975
= CITY OF SPRINGFIELD (SEE MAP INDEX FOR PANELS NOT PRINTED'-
DRIVE NOODLANE DRIVE LU{
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k
STREET L --•J w i N U Cot'l%4LNiTY • UMBER PANEL SUPFIY
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Et- i SPRiNUIELD. CITY 07 4155W 1131
47 O f LANE COUNTY.
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"EFFECTIVE DATE:
T LIMIT OF q {� p
STREET DETAILED STUDY c�i�� JUNE 2,1999
T F
OF SPRINGFIELD
415592
X I
R
FUCHSIA
Y,
Federal Emergency 1NSanagernent Agency
an orllclaf copy of a ponion of the above referenced flood map. It
tractedusirlg F-MrrOr1•Une. This map does not refect changes
t cty'�
PWI U -0005,
D �O w -v �twts On
: 9016
LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
9-16-16
>
f LANDSCAPE ARCHITECTS +
Contaminant Source Inventory
(Existing) WELL TES
1Qi
t Superfund Sites
(Potential)
z
a
Environmentai Cleanup Sites
Time of Travel Zones
Discharge Facilities
COURT
t
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1 year TOT
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♦ Toxic Releases
2 years
W>d W'vw�
,_aOxwx.w'022g
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A Spills
5 years
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F- -LL
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Registered Hazardous Waste Generators
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84
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N J
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KIRK AVENUE
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A 1
100 -YEAR FLOOD
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CULVERT
T SITE
GREENVALE
WOODLANE
V
LANE DRIVE
T
STREET
LEGEND
+ I EXISTING DECIDUOUS TREE TO BE REMOVED
-i- EXISTING DECIDUOUS TREE TO REMAIN
EXISTING CONIFEROUS TREE TO REMAIN
--■-- PROPERTY LINE (SUBJECT PROPERTY)
PROPERTY LINE (ADJACENT LOTS)
J
1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor
• Plan prepared by licensed Landscape Architect.
• Survey prepared by licensed professional land surveyor.
2. Vicinity Map
• See sheet L1.0 for vicinity map.
3. The name, location and dimensions of all existing site features including buildings, curb cuts, trees, and
impervious surface areas, clearly indicating what is remaining and what is being removed. For existing
structures to remain, also indicate present use, size, setbacks from property lines, and distance between
buildings.
• See plan this sheet.
4. The name, location, dimensions, direction of flow and top of bank of ail watercourses and required riparian
setback that are shown on the Water Quality Limited Watercourse Map on file in the Developments Services
Department.
• Per the Water Quality Limited Watercourse Map the site contains no watercourses.
5. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood
insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision.
• Project Site is located in Zone X: Areas determined to be outside 500 -year floodplain.
6. The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map
on file in the Development Services Department.
• Project site is located in the 10 to 20 year Time of Travel Zone.
7. Physical features including, but not limited to trees 5" in diameter or greater when measured 41/2 feet above
the ground (stands of more than five (5) trees may be shown as a duster with mix of trees species noted),
riparian areas, wetlands and rock outcroppings.
• See plan for location of all trees 5" or larger. Site contains no riparian areas, wetlands or rock
SOILS ON SITE ARE:
• TAXLOT 601=MALABON-URBAN LAND COMPLEX, 100%.
• TAXLOT 602= SALEM -URBAN LAND COMPLEX 75%, MALABON-URBAN LAND COMPLEX 25%.
• TAXLOT 700=SALEM-URBAN LAND COMPLEX 100%
• TAXLOT 701 =SALEM -URBAN LAND COMPLEX 100%
• TAXLOT 702=MALABON-URBAN LAND COMPLEX 78%,SALEM-URBAN LAND COMPLEX 22e/d
• TAXLOT 801= SALEM -URBAN LAND COMPLEX 97%, MALABON-URBAN LAND COMPLEX 3%.
• TAXLOT 900=SALEM-URBAN LAND COMPLEX (84%), COURTNEY GRAVELLY SiLTY CLAY LOAM,
16%d.
APPROXIMATE SCALE IN FEET
500 0 500
NATIONAL FLOOD INSURANCE PROGRAM
FIRM
JE ma °���°s� °� FLOOD INSURANCE RATE MAP
i a
( CAMBRIDGE STREET
3 i LANE COUNTY,
ROAD OREGON AND
ROSE BLOSSOM INCORPORATED AREAS
DRIVE NORTH j
DRIVE
LANE COUNTY HARLOW-HAYDEN PANEL 1134 OF 2975
= CITY OF SPRINGFIELD (SEE MAP INDEX FOR PANELS NOT PRINTED'-
DRIVE NOODLANE DRIVE LU{
V STREET o I
k
STREET L --•J w i N U Cot'l%4LNiTY • UMBER PANEL SUPFIY
N
Et- i SPRiNUIELD. CITY 07 4155W 1131
47 O f LANE COUNTY.
i I r ,Wyy y W"N..ORPORATES AREAS 4M91 1134
STREET M m
N E
w I
4�
STREET
s '� � vOR"SHRIDOE C
ZONE A
STREET
100 -YEAR FLOOD i
a
CONTAINED
IN I ZONE A MAP NUMBER
CULVERT
6 4103901134 F
Channel 1 T STREET I
STREET
"EFFECTIVE DATE:
T LIMIT OF q {� p
STREET DETAILED STUDY c�i�� JUNE 2,1999
T F
OF SPRINGFIELD
415592
X I
R
FUCHSIA
Y,
Federal Emergency 1NSanagernent Agency
an orllclaf copy of a ponion of the above referenced flood map. It
tractedusirlg F-MrrOr1•Une. This map does not refect changes
t cty'�
PWI U -0005,
D �O w -v �twts On
: 9016
LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
9-16-16
>
f LANDSCAPE ARCHITECTS +
1
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LANE DRIVE
T
STREET
LEGEND
+ I EXISTING DECIDUOUS TREE TO BE REMOVED
-i- EXISTING DECIDUOUS TREE TO REMAIN
EXISTING CONIFEROUS TREE TO REMAIN
--■-- PROPERTY LINE (SUBJECT PROPERTY)
PROPERTY LINE (ADJACENT LOTS)
J
1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor
• Plan prepared by licensed Landscape Architect.
• Survey prepared by licensed professional land surveyor.
2. Vicinity Map
• See sheet L1.0 for vicinity map.
3. The name, location and dimensions of all existing site features including buildings, curb cuts, trees, and
impervious surface areas, clearly indicating what is remaining and what is being removed. For existing
structures to remain, also indicate present use, size, setbacks from property lines, and distance between
buildings.
• See plan this sheet.
4. The name, location, dimensions, direction of flow and top of bank of ail watercourses and required riparian
setback that are shown on the Water Quality Limited Watercourse Map on file in the Developments Services
Department.
• Per the Water Quality Limited Watercourse Map the site contains no watercourses.
5. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood
insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision.
• Project Site is located in Zone X: Areas determined to be outside 500 -year floodplain.
6. The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map
on file in the Development Services Department.
• Project site is located in the 10 to 20 year Time of Travel Zone.
7. Physical features including, but not limited to trees 5" in diameter or greater when measured 41/2 feet above
the ground (stands of more than five (5) trees may be shown as a duster with mix of trees species noted),
riparian areas, wetlands and rock outcroppings.
• See plan for location of all trees 5" or larger. Site contains no riparian areas, wetlands or rock
SOILS ON SITE ARE:
• TAXLOT 601=MALABON-URBAN LAND COMPLEX, 100%.
• TAXLOT 602= SALEM -URBAN LAND COMPLEX 75%, MALABON-URBAN LAND COMPLEX 25%.
• TAXLOT 700=SALEM-URBAN LAND COMPLEX 100%
• TAXLOT 701 =SALEM -URBAN LAND COMPLEX 100%
• TAXLOT 702=MALABON-URBAN LAND COMPLEX 78%,SALEM-URBAN LAND COMPLEX 22e/d
• TAXLOT 801= SALEM -URBAN LAND COMPLEX 97%, MALABON-URBAN LAND COMPLEX 3%.
• TAXLOT 900=SALEM-URBAN LAND COMPLEX (84%), COURTNEY GRAVELLY SiLTY CLAY LOAM,
16%d.
APPROXIMATE SCALE IN FEET
500 0 500
NATIONAL FLOOD INSURANCE PROGRAM
FIRM
JE ma °���°s� °� FLOOD INSURANCE RATE MAP
i a
( CAMBRIDGE STREET
3 i LANE COUNTY,
ROAD OREGON AND
ROSE BLOSSOM INCORPORATED AREAS
DRIVE NORTH j
DRIVE
LANE COUNTY HARLOW-HAYDEN PANEL 1134 OF 2975
= CITY OF SPRINGFIELD (SEE MAP INDEX FOR PANELS NOT PRINTED'-
DRIVE NOODLANE DRIVE LU{
V STREET o I
k
STREET L --•J w i N U Cot'l%4LNiTY • UMBER PANEL SUPFIY
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Et- i SPRiNUIELD. CITY 07 4155W 1131
47 O f LANE COUNTY.
i I r ,Wyy y W"N..ORPORATES AREAS 4M91 1134
STREET M m
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4�
STREET
s '� � vOR"SHRIDOE C
ZONE A
STREET
100 -YEAR FLOOD i
a
CONTAINED
IN I ZONE A MAP NUMBER
CULVERT
6 4103901134 F
Channel 1 T STREET I
STREET
"EFFECTIVE DATE:
T LIMIT OF q {� p
STREET DETAILED STUDY c�i�� JUNE 2,1999
T F
OF SPRINGFIELD
415592
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FUCHSIA
Y,
Federal Emergency 1NSanagernent Agency
an orllclaf copy of a ponion of the above referenced flood map. It
tractedusirlg F-MrrOr1•Une. This map does not refect changes
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PWI U -0005,
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: 9016
LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
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# Date Description
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SITE PLAN NOTES
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LEGEND
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PROPERTY LINE (SUBJECT PROPERTY)
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REQUIRED: HDR STANDARD: 28 TO 42 DWELLING UNITS / NET ACRE
# �
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RESULT: SITE SIZE: 1.50 GROSS ACRES
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REQUIRED: MDR STANDARD: 14 TO 28 DWELLING UNITS / NET ACRE
o¢oz_w�
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- 4"- - IRRIGATION SLEEVE - SIZE NOTED ON PLAN
-
RESULT SITE SIZE: 0.90 GROSS ACRES
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0.72 NET ACRES AFTER TAX LOT SEPARATION
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PROPOSED POLE MOUNTED LIGHT
10 DWELLING UNITS
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PROPOSED "NO PARKING FIRE LANE" SIGN
20 DU / NET ACRE
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TOTAL HDR & MDR
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PROPOSED 40' ROW
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SITE PLAN NOTES
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LEGEND
DENSITY AND DWELLING UNITS:
PROPERTY LINE (SUBJECT PROPERTY)
HDR
REQUIRED: HDR STANDARD: 28 TO 42 DWELLING UNITS / NET ACRE
0
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PROPERTY LINE (ADJACENT LOTS)
RESULT: SITE SIZE: 1.50 GROSS ACRES
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1.42 NET ACRES AFTER ROW DEDICATION
waw=wn-
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EXISTING 6' WOOD FENCE TO REMAIN
AND ROW VACATION
40 DWELLING UNITS
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PROPOSED 6' WOOD FENCE
PROPOSED: 33 DWELLING UNITS
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REQUIRED: MDR STANDARD: 14 TO 28 DWELLING UNITS / NET ACRE
o¢oz_w�
wgo�srno�
- 4"- - IRRIGATION SLEEVE - SIZE NOTED ON PLAN
-
RESULT SITE SIZE: 0.90 GROSS ACRES
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0.72 NET ACRES AFTER TAX LOT SEPARATION
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PROPOSED POLE MOUNTED LIGHT
10 DWELLING UNITS
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PROPOSED: 14 DWELLING UNITS
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PROPOSED "NO PARKING FIRE LANE" SIGN
20 DU / NET ACRE
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TOTAL HDR & MDR
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REQUIRED: 50 DWELLING UNITS
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EXISTING DECIDUOUS TREE TO REMAIN
24 DU / NET ACRE
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PROPOSED: 47 DWELLING UNITS
22 DU / NET ACRE
84
VEHICLE PARKING:
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REQUIRED: STANDARD: 1.5 SPACES / DU
EXISTING CONIFEROUS TREE TO REMAIN
RESULT: 71 SPACES
PROPOSED 85 SPACES
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(58 STANDARD, 23 COMPACT, 4 ADA, INCLUDING 1/2 OF ON- STREET SPACES)
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STANDARD PARKING SPACE (9'X18')
BIKE PARKING:
LLI
INCLUDES WHEEL STOP TO MEET
REQUIRED: STANDARD: 1 SPACE / DU, 100% LONG-TERM
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REQUIREMENTS OF SDC 3.240(8)0.
RESULT: 47 SPACES
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PROPOSED: 47 SPACES, LONG-TERM, INCLUDED IN UNITS
ui
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COMPACT PARKING SPACE (8'X16')
12 SPACES SHORT-TERM
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INCLUDES WHEEL STOP TO MEET
REQUIREMENTS OF SDC 3.240(8)0.
OPEN SPACE:
GENERAL O.S.
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CONCRETE PAVING - PEDESTRIAN
REQUIRED: STANDARD: 15% OF GROSS SITE AREA
W
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RESULT: GROSS SITE: 2.14 NET ACRES
W
.32 ACRES (15% OF GROSS SITE)
PROPOSED: .80 ACRES (37% OF GROSS SITE)j
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GENERAL OPEN SPACE (LANDSCAPE)
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REQUIRED: STANDARD: .25 SF 11.00 SF OF GROSS FLOOR AREA
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COMMON OPEN SPACE (LANDSCAPE)
RESULT: GROSS FLOOR AREA 28,000 SF
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.25 / 1.00 SF: GROSS: 9,700 SF
0
is
PROPOSED: .53 ACRES
Revisions
# Date Description
ACTIVE O.S.
PRIVATE OPEN SPACE (PATIO AND LANDSCAPE)
REQUIRED: STANDARD: 250 SF PER 120 DU (NO DIMENSION LESS THAN 16)
RESULT: 47 DU = 587.50 SF
PROPOSED: .13 ACRES (5,915 SF)
ACTIVE RECREATION AREA (PLAY AREA)
PRIVATE O.S.
REQUIRED: STANDARD: 96 SF /DU MIN. (NO DIMENSION LESS THAN 6')
RESULT: 47 DU x 96 SF = 4,512 SF
PROPOSED: .14 ACRES (5,922 SF TOTAL)
I I III BIKE PARKING AND TRASH
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GROUNDWATER PROTECTION
CONSTRUCTION NOTES
DURING CONSTRUCTION
1. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS.
1. THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION:
2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY BRANCH ENGINEERING, INC.,
• DNAPL CHEMICALS ARE PROHIBITED AT THIS SITE. THE CONTRACTOR AND ALL
310 FIFTH STREET, SPRINGFIELD, OREGON 97477, (541) 746-0637 - FAX (541) 746-0389.
m
SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH
3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK
_
COPIES OF MSDSS FOR ALL CHEMICALS PROPOSED FOR USE ON-SITE PRIOR TO USE
PRIOR TO EXECUTION OF ANY WORK.
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OR DELIVERY TO THE PROPERTY. BASED ON THESE MSDSS, THE ENGINEER WILL
4. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE
DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR
REVIEWS.
NOT THE PRODUCT CONTAINS DNAPLS). THE ENGINEER MAY CONTACT THE SUB
DRINKING WATER SOURCE PROTECTION COORDINATOR (541-7443745) WITH ANY
5. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO
QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLS. A COPY OF THE MSDS FOR
EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & LAYOUT, PRIOR POURING
W
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ALL CHEMICALS USED ON THE PROJECT WILL REMAIN ON THE JOB SITE AS REQUIRED
CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING.
BY LAW.
6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS.
:'
• ALL CHEMICALS USED DURING CONSTRUCTION SHOULD BE STORED IN ADEQUATE
7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION
SECONDARY CONTAINMENT.
METHODS.
• EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO
Ia.o
PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING,
8. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE
INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF
SLABS MEET WALLS OR OTHER STRUCTURES.
EQUIPMENT. THIS AREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT
9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS.
PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER
10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ).
DRAINAGE SYSTEM.
10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES.
• NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS
SITE,
11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED
2• WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE TEMPORARILY DURING
LIMITS, AND SHALL BE AT 90° ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS
CONSTRUCTION AND PERMANENTLY AT EACH BUILDING AND ADJACENT TO THE
OTHERWISE INDICATED.
SWALE(S). THE SIGNS ARE INTENDED TO ALERT CONTRACTORS, SUBCONTRACTORS,
12. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT.
EMPLOYEES, TENANTS, AND OTHERS TO THE IMPORTANCE OF REPORTING AND
CLEANING UP ANY SPILLS (SIGN STANDARD AVAILABLE). PLEASE CONTACT AMY CHINITZ
(541-744-3745) TO PURCHASE SIGNS DIRECTLY FROM SUB AT THE COST OF $15/SIGN.
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LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
9-16-16
1.
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Revisions
# Date Description
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