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2. FIRE HYDRANT LOCATED AT THE NW CORNER OF 35TH AND GAS , GAS ,
INDUSTRIAL AVENUE, APPROXIMATELY +140 FEET, EAST OF PROPERTY.
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5. THE PROPERTY IS LOCATED WITHIN THE 5-YEAR WELLHEAD ZONE.
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6. THE PROPERTY IS ZONED LIGHT MEDIUM INDUSTRIAL (LMI).
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RENEWS: ►1 /01 /16
SITE ASSESSMENT OF EXISTING CONDITIONS
3408 & 3418 INDUSTRIAL AVENUE
17-02-30-34 TL 10202 -4 TL 10203
SPRINGFIELD, OREGON
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1. LANDSCAPE WILL BE PROVIDED WITHIN SETBACK AREA ADJACENT
TO 34TH STREET AND INDUSTRIAL AVENUE.
2. PHASE I DEVELOPMENT CONSISTS OF UNITS A AND B ON TAX LOT
10202 (3408 INDUSTRIAL AVENUE) AND SHARED ACCESS AND PARKING
AREAS. BUILDING AREA =1,595 SQUARE FEET. DRIVE AND PARKING
AREA = 2,994 SQUARE FEET.
3. PHASE 2 DEVELOPMENT CONSISTS OF UNITS A THROUGH D,
ADDITIONAL PARKING AND INFILTRATION STORMWATER PLANTER
ON TAX LOT 10203 (3418 INDUSTRIAL AVENUE). BUILDING AREA = 2,926
SQUARE FEET. PARKING AREA =180 SQUARE FEET,
4. BUILDING HEIGHT WILL BE 14 FEET.
5. NEAREST FIRE HYDRANT IS LOCATED AT THE NORTHWEST CORNER
OF 35TH STREET AND INDUSTRIAL AVENUE. DISTANCE FROM THE
FIRE HYDRANT TO THE SOUTHEAST CORNER OF THE SITE IS
APPROXIMATELY 1401+..
6. EACH UNIT WILL BE PROVIDED WITH ONE TOILET AND SINK
7. REQUIRED PARKING SPACES =1 SPACE PER 600 SQUARE FEET OF
BUILDING. TOTAL BUILDING AREA = 4,521 SQUARE FEET.
MINIMUM SPACES REQUIRED = 8 SPACES (4521/600).
ON-STREET PARKING = ONE-HALF SPACE PER 18'= 1 SPACE.
OFF-STREET PARKING = 7 SPACES.
TOTAL PARKING SPACES AVAILABLE = 8 SPACES.
CHAIN LINK FENCE (REMAINS)
REMOVE TREE
STORMWATER
INFILTRATION
PLANTER (210 S.F.)
CHAIN LINK FENCE (REMOVE)
RENEWS: 01 /01 /16
SITE PLAN
3408 & 3418 INDUSTRLkL AVENUE
17-02-30-34 TL 10202 TL 10203
SPRINGFIELDI OREGON
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6" OPEN•GRADED BASE MATERIAL,
Y4 If_2" CRUSHED•WASHED ROCK
GEOTEXTILE
SUBGRADE
NOTE: PERMEABLE CONCRETE BLOCK OR "PAVER" SYSTEM
MAY BE USED IN LIEU OF PERVIOUS PAVEMENT.
PERVIOUS Iffs-WEN GRADED) PAVEMENT DETAIL
N.T.S.
6" WIDE BY 36" CONCRETE WALL
GRATED OVERFLOW PIPE ADJACENT TO PAVEMENT
3:1 SLOPE, TYP.
7
PERVIOUS PAVEMENT
EXISTING CLAY
...... ............ LOAM/SILTY LOAM SOIL
.........•.... .......
EXISTING GRAVELLY
SANDY LOAM SOIL
REMOVE CLAY LOAM/SILT LOAM SOIL TO UNDERLYING SANDY
LOAM SOIL, REPLACE WITH GROWING MEDIUM AND PLANT
TYPICAL INFILTRATION, PLANTER DETAIL
N.T.S.
LEGEND
m UTILITY RISER/BOX
H"
ROOF DRAIN AT Y8% SLOPE, TYP. WATER VALVE
ig WATER METER
• EXIST. S' CONCRETE WALK
Acp FENCE
BOUNDARY LINE
T TELEPHONE LINE
ST STORM PIPE
SUB ELECTRIC
METERS (4 UNITS) WW WASTEWATER PIPE
DISCHARGE ROOF DRAIN GAS GAS PIPE
INTO PLANTER
/ E OVERHEAD ELECTRIC
STORMWATER EDGE OF PAVEMENT
INFILTRATION
PLANTER (210 S.F.) 0 10 CONCRETE CURB
>
ST ST —
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Z ST ST ST
w
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• lNDuS (jMATCff EXIST.)
TRW AVEN"-
m6" SU PROPOSED STORM DRAIN
— 41IW' PROPOSED WASTEWATER PIPE
III W PROPOSED WATER PIPE
BACKFLOW PREVENTION
(SUB-APPROVED DOUBLE
CHECK VALVE ASSEMBLY)
PROPOSED GRADING, PAVING & UTILITIES PLAN
3408 & 3418 INDUSTRIAL AVENUE
17-02-30-34 TL 10202 & TL 10203
SPRINGFIELD, OREGON
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41
OPEN•GRADED PAVEMENT MIX
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(611 CONCRETE OR 311 ASPHALT)
6" OPEN•GRADED BASE MATERIAL,
Y4 If_2" CRUSHED•WASHED ROCK
GEOTEXTILE
SUBGRADE
NOTE: PERMEABLE CONCRETE BLOCK OR "PAVER" SYSTEM
MAY BE USED IN LIEU OF PERVIOUS PAVEMENT.
PERVIOUS Iffs-WEN GRADED) PAVEMENT DETAIL
N.T.S.
6" WIDE BY 36" CONCRETE WALL
GRATED OVERFLOW PIPE ADJACENT TO PAVEMENT
3:1 SLOPE, TYP.
7
PERVIOUS PAVEMENT
EXISTING CLAY
...... ............ LOAM/SILTY LOAM SOIL
.........•.... .......
EXISTING GRAVELLY
SANDY LOAM SOIL
REMOVE CLAY LOAM/SILT LOAM SOIL TO UNDERLYING SANDY
LOAM SOIL, REPLACE WITH GROWING MEDIUM AND PLANT
TYPICAL INFILTRATION, PLANTER DETAIL
N.T.S.
LEGEND
m UTILITY RISER/BOX
H"
ROOF DRAIN AT Y8% SLOPE, TYP. WATER VALVE
ig WATER METER
• EXIST. S' CONCRETE WALK
Acp FENCE
BOUNDARY LINE
T TELEPHONE LINE
ST STORM PIPE
SUB ELECTRIC
METERS (4 UNITS) WW WASTEWATER PIPE
DISCHARGE ROOF DRAIN GAS GAS PIPE
INTO PLANTER
/ E OVERHEAD ELECTRIC
STORMWATER EDGE OF PAVEMENT
INFILTRATION
PLANTER (210 S.F.) 0 10 CONCRETE CURB
>
ST ST —
p ST
Z ST ST ST
w
wv
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S GAS
GAS GAS
GAS
• lNDuS (jMATCff EXIST.)
TRW AVEN"-
m6" SU PROPOSED STORM DRAIN
— 41IW' PROPOSED WASTEWATER PIPE
III W PROPOSED WATER PIPE
BACKFLOW PREVENTION
(SUB-APPROVED DOUBLE
CHECK VALVE ASSEMBLY)
PROPOSED GRADING, PAVING & UTILITIES PLAN
3408 & 3418 INDUSTRIAL AVENUE
17-02-30-34 TL 10202 & TL 10203
SPRINGFIELD, OREGON