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1. TAX LOT 17-03-26-14-3808. THE SUBJECT SITE IS NOT LOCATED WITHIN THE WELLHEAD PROTECTION AREA.
3. THE SUBJECT SITE IS LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN.
4. THE NEAREST TRANSIT FACILITY IS LOCATED AT THE SOUTHEAST CORNER OF THE SITE
5. IMPERVIOUS AREAS: TOTAL = 6,549 S.F. (BUILDING = 1,962 S.F., PAVING = 3,617 S.F., SIDEWALK = 970 S.F.)
& TOTAL AREA = 11,641 S.F.
7. SOIL TYPE: SOUTH SITE IS #32 COBURG URBAN LAND COMPLEX. THE NORTH PORTION OF THE SITE IS #I6-MALABON
URBAN LAND COMPLEX. BOTH TYPES TYPICALLY HAVE GOOD HYDROLOGIC AND INFILTRATION CHARACTERISTICS.
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CONSTRUCTION
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CONSTRUCT 4" THICK CONCRETE SIDEWALK
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BE PLACED & COMPACTEDUNIFORMLY IN ACCORDANCE WITH ASTM D2321.
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INSTALL 12" DIA. INLET PER DETAIL HEREON
PIPE SIZE
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N �LRO
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INSTALL 6" PVC SDR 35 SANITARY SEWER OR APPROVED EQUAL
< CAMBRID
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RIVER KNOLL
4. THE NEAREST TRANSIT FACILITY IS LOCATED ON THE SOUTHEAST CORNER OF THE SITE.
1945 IN BOOK 282, PAGE 538 MAY EFFECT THE SUBJECT PROPERTY.
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6. TOTAL AREA = 45,350 S.F.
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ELEVATION DATUM
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Any chemical spills or leaks must be cleaned up immediately and clean-up materials disposed off-site and in accordance with Lane County
VERTICAL CONTROL POINT NO. 340 (11TH/0), A CHISLED SQUARE AT
and DEQ requirements. In every case, core sholl be taken to prevent groundwater contamination.
MINT MEDO
"Q"
SOUTHWEST CORNER OF THE SUBJECT PROPERTY,
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chemicals proposed for use on-site prior to use or delivery to the property. Based on these MSDSs, the engineer will determine if the
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chemical is approved for use on this site (i.e., whether or not the product contains DNAPLs). The engineer may contact the SUB Drinking
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products, and and prevention of groundwater and storm water runoff contamination. Chemicals used construction,
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including providing a dedicated area for fueling and maintenance of equipment. This area should be prepared and maintained in a way that
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24" TOPSOIL—`
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6" SAND 2' NATIVE SOIL
TEMPORARY AND PERMANENT SEED MIX AS FOLLOWS:
75-80 PERCENT TALL OR MEADOW FESCUE
10-15 PERCENT SEASIDE/COLONIAL BENTGRASS
5-10 PERCENT REDTOP
1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE
GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK.
2. THE BASE OF THE SWALE 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.
PROPOSED 7'
BIO -SWAT DETAIL PUE
12 NO SCALE
DOOMED GRATE (NOT SHOWN)
000 000
000
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REMOVABLE ELBOW
N
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VICINITY MAP
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41;4.4
16 CONSTRUCT 1/2" LIP IN CURB
CONSTRUCTION
NOTES NO SCALE
_
_ -
0
CONSTRUCT 4" AC OVER 12" OF CRUSHED ROCK
18 INSTALL 6" PVC SDR 35 STORM DRAIN OR APPROVED EQUAL
1 - TRAP TO BE REMOVABLE TO ALLOW FOR FULL ACCESS TO OUTLET PIPE.
�2
CONSTRUCT 6" CURB & GUTTER
ASTM A536 GRADE 70-50-05
O
CONSTRUCT 6" CURB ONLY
21 INSTALL 4 CAST IRON FIRE LINE AND DOUBLE CHECK DETECTOR BACKFLOW ASSEMBLY
MATERIAL MEETING THE REQUIREMENTS OF CLASS 11 MATERIAL AS DEFINED
Q
CONSTRUCT 4" THICK CONCRETE SIDEWALK
22 INSTALL 2" WATER SERVICE, METER AND REDUCED PRESSURE BACKFLOW ASSEMBLY
BE PLACED & COMPACTEDUNIFORMLY IN ACCORDANCE WITH ASTM D2321.
O
CONSTRUCT STANDARD 24' WIDE DRIVEWAY PER CITY SIDS. 3-22
PVC AREA DRAIN
INLET DETAIL
31 INSTALL 3" PVC ELECTRICAL CONDUIT
9
BY NYLOPLAST -�
NO SCALE
®
CONSTRUCT 3' WIDE CONCRETE VALLEY GUTTER
OR APPROVED EQUAL
rr
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INSTALL 3" PVC SDR 35 STORM DRAIN OR APPROVED EQUAL
1) PRELIMINARY TITLE REPORT FROM CASCADE TITLE COMPANY, REPORT
8
INSTALL 6" PVC SDR 35 STORM DRAIN OR APPROVED EQUAL
45°
EASEMENTS SHOWN HEREON.
®
INSTALL 12" DIA. INLET PER DETAIL HEREON
PIPE SIZE
CENTRAL LIFE INS. CO. BY INSTRUMENT RECORDED JUNE 27, 1944
10
INSTALL 6" CLEANOUT
PER PLAN
_
11
INSTALL 6" PVC SDR 35 SANITARY SEWER OR APPROVED EQUAL
1. TAX LOT 17-03-26-14-3808. THE SUBJECT SITE IS LOCATED WITHIN THE WELLHEAD PROTECTION AREA.
a
12
CONSTRUCT BIO-SWALE PER DETAIL HEREON
4. THE NEAREST TRANSIT FACILITY IS LOCATED ON THE SOUTHEAST CORNER OF THE SITE.
1945 IN BOOK 282, PAGE 538 MAY EFFECT THE SUBJECT PROPERTY.
13
CONSTRUCT 2' WIDE OPENNING IN CURB
6. TOTAL AREA = 45,350 S.F.
RECORDED FEBRUARY 6, 1979, RECEPTION NO. 7907150 MAY
14
INSTALL 2' WIDE RIP RAP APRON
IE PLPER 45°
AN
ELEVATION DATUM
15
CONNECT TO EXISTING INLET
Any chemical spills or leaks must be cleaned up immediately and clean-up materials disposed off-site and in accordance with Lane County
LINE TOP OF SWALE WITH
<LNJJUTE EROSION BLANKET
EXISTING Of
GROUND __ CD Q ` Tl P,SLOPE
24" TOPSOIL—`
___
6" SAND 2' NATIVE SOIL
TEMPORARY AND PERMANENT SEED MIX AS FOLLOWS:
75-80 PERCENT TALL OR MEADOW FESCUE
10-15 PERCENT SEASIDE/COLONIAL BENTGRASS
5-10 PERCENT REDTOP
1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE
GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK.
2. THE BASE OF THE SWALE 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.
PROPOSED 7'
BIO -SWAT DETAIL PUE
12 NO SCALE
DOOMED GRATE (NOT SHOWN)
000 000
000
z
REMOVABLE ELBOW
N
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CV
INITIAL POINT
FOUND 2"
IRON PIPE
LOT 2
FOUND HUB
AND STAKE
18
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41;4.4
16 CONSTRUCT 1/2" LIP IN CURB
455.32, 455.38
1.0
_
_ -
17 INSTALL 6" CAST IRON DRAIN
NOTES:
18 INSTALL 6" PVC SDR 35 STORM DRAIN OR APPROVED EQUAL
1 - TRAP TO BE REMOVABLE TO ALLOW FOR FULL ACCESS TO OUTLET PIPE.
19 INSTALL WHEEL STOP
2 - FRAMES, GRATES, HOODS, & BASE PLATES SHALL BE DUCTILE IRON PER
ASTM A536 GRADE 70-50-05
20 INSTALL 6" CAST IRON WATER LINE, GATE VALVE AND FIRE HYDRANT
3 - THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR
21 INSTALL 4 CAST IRON FIRE LINE AND DOUBLE CHECK DETECTOR BACKFLOW ASSEMBLY
MATERIAL MEETING THE REQUIREMENTS OF CLASS 11 MATERIAL AS DEFINED
IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL
22 INSTALL 2" WATER SERVICE, METER AND REDUCED PRESSURE BACKFLOW ASSEMBLY
BE PLACED & COMPACTEDUNIFORMLY IN ACCORDANCE WITH ASTM D2321.
23 INSTALL 2" WATER CONSTRUCT CONCRETE WITH DETECTABLE GROOVES PER THE ARCHITECT'S PLAN
4 - PVC AREA DRAIN BASIN SHALL BE OREGON PLUMBING CODE APPROVED.
30 INSTALL 2" PVC ELECTRICAL CONDUIT
INLET DETAIL
31 INSTALL 3" PVC ELECTRICAL CONDUIT
9
Y
NO SCALE
32 INSTALL "J" BOX
W
33 ELECTRICAL TRANSFORMER BY OTHERS
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NOTES
1) PRELIMINARY TITLE REPORT FROM CASCADE TITLE COMPANY, REPORT
LTI
NO. 0274580, DATED AS OF APRIL 24, 2012 WAS USED TO LOCATE
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EASEMENTS SHOWN HEREON.
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2) RESERVATION OF 1/2 OF THE OIL AND MINERAL RIGHTS TO UNION
CENTRAL LIFE INS. CO. BY INSTRUMENT RECORDED JUNE 27, 1944
NOTES:
IN BOOK 269, PAGE 651 AND NOTICE OF INTENT TO PRESERVE
MINERAL RIGHTS, RECORDED DECEMBER 20, 2002, RECEPTION NO.
-x_4;95
2002-099258 MAY EFFECT THE SUBJECT PROPERTY.
1. TAX LOT 17-03-26-14-3808. THE SUBJECT SITE IS LOCATED WITHIN THE WELLHEAD PROTECTION AREA.
a
3. THE SUBJECT SITE IS LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN.
3) COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED FEBRUARY 7,
4. THE NEAREST TRANSIT FACILITY IS LOCATED ON THE SOUTHEAST CORNER OF THE SITE.
1945 IN BOOK 282, PAGE 538 MAY EFFECT THE SUBJECT PROPERTY.
5. IMPERVIOUS AREAS: TOTAL = 25,450 S.F. (BUILDING = 6,990 S.F., PAVING = 15,820 S.F., GARAGE = 2,640 S.F.)
4) DEVELOPMENT AGREEMENT FOR IMPROVEMENTS ALONG "Q" STREET
6. TOTAL AREA = 45,350 S.F.
RECORDED FEBRUARY 6, 1979, RECEPTION NO. 7907150 MAY
7, ESTIMATED EARTHWORK: FILL = 150 C.Y., CUT = 50 C.Y.
EFFECT THE SUBJECT PROPERTY.
8. GROSS RESIDENTIAL FLOOR AREA = 17,760 S.F., REQUIRED OPEN SPACE = 4,440 S.F., OPEN SPACE PROVIDED = 4,995 S.F.
ELEVATION DATUM
WELLHEAD PROTECTION NOTES:
ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF SPRINGFIELD
Any chemical spills or leaks must be cleaned up immediately and clean-up materials disposed off-site and in accordance with Lane County
VERTICAL CONTROL POINT NO. 340 (11TH/0), A CHISLED SQUARE AT
and DEQ requirements. In every case, core sholl be taken to prevent groundwater contamination.
THE SOUTHEAST CORNER OF THE CURB INLET LOCATED NEAR THE
"Q"
SOUTHWEST CORNER OF THE SUBJECT PROPERTY,
DNAPL Prohibition: The contractor and all subcontractors ore required to provide the owner's engineer with copies of MSDSs for all
ELEVATION = 454.55'
chemicals proposed for use on-site prior to use or delivery to the property. Based on these MSDSs, the engineer will determine if the
PUE _
456.50
chemical is approved for use on this site (i.e., whether or not the product contains DNAPLs). The engineer may contact the SUB Drinking
Water Source Protection Coordinator (744-3745) with any questions about evaluating products for DNAPLs. A copy of the MSDS for all
chemicals used on the project will remain on the job site as required by law.
�
Chemical handling, storage, and use: Contractors/developers shall be responsible for the safe handling and storage of chemicals, petroleum's
fertilizers the during
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products, and and prevention of groundwater and storm water runoff contamination. Chemicals used construction,
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including paint and cleaning moteriols/wastes, must not enter the soil or be washed into the storm water system. All chemicals should be
stored in adequate secondary containment.�S
Equipment maintenance and fueling: Precautions must be taken to prevent fluid-containing equipment located outside from leaking,
2
including providing a dedicated area for fueling and maintenance of equipment. This area should be prepared and maintained in a way that
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prevents spills or leaks from migrating to the soil or storm water drainage system.
No fill materials containing hazardous materials shall be used on this site.
INITIAL POINT
FOUND 2"
IRON PIPE
LOT 2
FOUND HUB
AND STAKE
0
O
N
21' 1
F. S.
LOT 3
7' WIDE P.U.E.
5' WIDE P.U.E. REEL 1073R Ih
N 90°00'00" E 92.00'
19
45E.31
456.30 N45b.L4 459.61 /
T. C. T. C. 3 T. C.
34 6
.0456.1-M 4560 ; 7
T.C.f T. C.
------------ a
-
455.99
466,310 455.94 T. C.. 1 T. C.
77 C. ? T.C. 6.
`µ
T C5.63 11 455.55 T.C.
3 T.C.
455.50
` 455.57 O T. C.
T. C.
I 2
456.30 455.94 16 TRAS 45.48 455.3)
T. C. T.C. T.C. ' T.C.
-------------------- A all ENCL. ;
T. C.
455.94 456.05
T. C. 455.67 3 T.C.
W
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r 14' WIDE SANITARY SEWER EASEMENT
REEL 5418, INSTR. NO. 55841
SAN ARY SEWER
MAN OLE
RIM: 456.67'
f:E„ 44
3 3
�a 12
7 PROPOSED 7' II
PUE { I 456.30 455.94
SCALE: 1" = 20' o I
T. C. T.C. 1%
II
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3 I
0
b.
23
--------------------------
CD
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CD II 456.30 455.98
u C. T.C. Ln
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PROPOSED 7' Q0I {
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PUE o l L
I 1456.30 456.04
�` T.C. T.C. • o
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456.30 3
I I T.C., G. B.
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7' I f [ 18' I 26' 8'
32
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0
455.99 7 r
CC T. C. 456.05,
t- T. C.
------------------ � � 2999'
t 12 I I 30
456.00 N-)
I ------------------------ T.C.,
4 H. P. 456.12 1g
2 455.82 3 T. C.
�! 12
454.20 T.G. C
----------------------- 8 TI)C---�
55.32 ----- 454.7 F.L.
9 4�-53.95 F•L• ', 454.05"T -C
453.05 INV. Ny I ( T.C.5 05 T5C5.16 45 .7 TOP BANK
454.95 T.G
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OPEN SPACE
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455.10 455.16 454.58
I.E.: 452.77'(5)
22 21 20
F.L.
F. S. F. S. F.L.
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PROPOSED 7'a
452.57'(W)
RELOCATE GUY WIRE (BY OTHERS)
"Q"
STREET (MARCOLA ROAD)
PUE _
456.50
3
k/
456.50
7
F. 9, F. S.
0
O
N
21' 1
F. S.
LOT 3
7' WIDE P.U.E.
5' WIDE P.U.E. REEL 1073R Ih
N 90°00'00" E 92.00'
19
45E.31
456.30 N45b.L4 459.61 /
T. C. T. C. 3 T. C.
34 6
.0456.1-M 4560 ; 7
T.C.f T. C.
------------ a
-
455.99
466,310 455.94 T. C.. 1 T. C.
77 C. ? T.C. 6.
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T. C. T.C. T.C. ' T.C.
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REEL 5418, INSTR. NO. 55841
SAN ARY SEWER
MAN OLE
RIM: 456.67'
f:E„ 44
3 3
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7 PROPOSED 7' II
PUE { I 456.30 455.94
SCALE: 1" = 20' o I
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2 455.82 3 T. C.
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o CURB INLET
RIM: 454.57'
454.52
455.10 455.16 454.58
I.E.: 452.77'(5)
22 21 20
F.L.
F. S. F. S. F.L.
452.67'(N,E)
452.57'(W)
RELOCATE GUY WIRE (BY OTHERS)
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STREET (MARCOLA ROAD)
LOT 7
FOUND 5/8"
IRON REBAR
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ARBORVITAE - 3 GALLON (106 EA.)
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RHODODENDRON (PUM) 2 CAL. (26 EA.)
O
ACER CIRCINATUM 5' - 6' (3 EA.)
All
EXAMPLE BIOSWALE
GROUND LAYER
JUNCUS EFFUSUS (RUSH) 2 ROWS, 24" O.C./4" POTS.
SIDE SLOPES
1. CORNUS STOLONIFERA (REDTWIG DOGWOOD) 1 GALLON.
2. SALIX STICHENSIS 1 GALLON.
3. SPIREA DOUGLASII 1 GALLON.
4. PHYSOCARPUS CAPITATUS (NINEBARK) 1 GALLON.
SIDE SLOPES TO BE PLANTED AS FOLLOWS: IN GROUPS OF 3 OR 5 LIKE SHRUBS, PLANTED
36" O.C., STAGGERED ALONG SIDE SLOPE. SOD GRASS ON EITHER SIDE OF SWALE TO BE
INSTALLED ALL THE WAY TO TOP EDGE OF SWALE.
PLANT LEGEND
'01, RUSH (4" POTS)
LANDSCAPING NOTES:
1. ALL SHRUB BEDS TO BE DRESSED WITH FIR BARK MULCH.
2. ALL LANDSCAPE AREAS ARE TO BE IRRIGATED WITH AN AUTOMATIC
UNDERGROUND SPRINKLER SYSTEM. VEGETATED SWALES ARE TO BE OVER
SPRAYED BY TURF SPRINKLERS TEMPORARILY FOR 24 MONTHS UNTIL
ESTABLISHED. THE SPRINKLER SYSTEM IS TO BE PROTECTED BY AN ABOVE
GROUND "REDUCED PRESSURE PRINCIPLE ASSEMBLY" BACKFLOW DEVICE.
ADJACENT GRADE
JUTE EROSION BLANKET
SLOPE
Effl 1,
lip
pu��NATIVE SOIL
1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE
GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK.
2. THE BASE OF THE SWALE 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.
13I0 —SALb DEI Za
NO SCALE
DOMED GRATE (NOT SHOWN)
OO�
PVC AREA DRAIN
BY NYLOPLAST DO z
OR APPROVED EQUAL
PIPE SIZE
PER PLAN
IE = PERV 45`
PLAN
_ 8 -I
NOTES:
1 - TRAP TO BE REMOVABLE TO ALLOW FOR FULL ACCESS TO OUTLET PIPE.
2 - FRAMES, GRATES, HOODS, & BASE PLATES SHALL BE DUCTILE IRON PER
ASTM A536 GRADE 70-50-05
3 - THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR
MATERIAL MEETING THE REQUIREMENTS OF CLASS it MATERIAL AS DEFINED
IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL
BE PLACED & COMPACTEDUNIFORMLY IN ACCORDANCE WITH ASTM D2321.
4 - PVC AREA DRAIN BASIN SHALL BE OREGON PLUMBING CODE APPROVED.
1. TAX LOT 17-03-26-14-3808. THE SUBJECT SITE IS NOT LOCATED WITHIN THE WELLHEAD PROTECTION AREA.
3. THE SUBJECT SITE IS LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN.
4. THE NEAREST TRANSIT FACILITY IS LOCATED 300 FEET TO THE WEST ON THE NORTH SIDE OF MAIN STREET.
5. IMPERVIOUS AREAS: TOTAL = 25,450 S.F. (BUILDING = 6,990 S.F., PAVING = 15,820 S.F., GARAGE = 2,640 S.F.)
6. TOTAL AREA = 45,350 S.F.
Q INLET DETJIL
�.J NO SCALE
S Ply �to ew KI.VILY (Nd
J IKtt I INttJ VIN Q J INtt I J)NALL Ut Al .K UULN LNAINUM � IMIUL N I MM -Lt) L k ALIt'tK l4 LA.)
"Q" STREET (MARCOLA ROAD)
REDTWIG - 1 GALLON (49 EA.)
G
SPIREA - 1 GALLON (46 EA.)
Q
NINEBARK - 1 GALLON (39 EA.)
#
WILLOW - 1 GALLON (38 EA.)
TREE PER PLAN
ARBORVITAE - 3 GALLON (106 EA.)
O
RHODODENDRON (PUM) 2 CAL. (26 EA.)
O
ACER CIRCINATUM 5' - 6' (3 EA.)
LANDSCAPING NOTES:
1. ALL SHRUB BEDS TO BE DRESSED WITH FIR BARK MULCH.
2. ALL LANDSCAPE AREAS ARE TO BE IRRIGATED WITH AN AUTOMATIC
UNDERGROUND SPRINKLER SYSTEM. VEGETATED SWALES ARE TO BE OVER
SPRAYED BY TURF SPRINKLERS TEMPORARILY FOR 24 MONTHS UNTIL
ESTABLISHED. THE SPRINKLER SYSTEM IS TO BE PROTECTED BY AN ABOVE
GROUND "REDUCED PRESSURE PRINCIPLE ASSEMBLY" BACKFLOW DEVICE.
ADJACENT GRADE
JUTE EROSION BLANKET
SLOPE
Effl 1,
lip
pu��NATIVE SOIL
1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE
GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK.
2. THE BASE OF THE SWALE 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.
13I0 —SALb DEI Za
NO SCALE
DOMED GRATE (NOT SHOWN)
OO�
PVC AREA DRAIN
BY NYLOPLAST DO z
OR APPROVED EQUAL
PIPE SIZE
PER PLAN
IE = PERV 45`
PLAN
_ 8 -I
NOTES:
1 - TRAP TO BE REMOVABLE TO ALLOW FOR FULL ACCESS TO OUTLET PIPE.
2 - FRAMES, GRATES, HOODS, & BASE PLATES SHALL BE DUCTILE IRON PER
ASTM A536 GRADE 70-50-05
3 - THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR
MATERIAL MEETING THE REQUIREMENTS OF CLASS it MATERIAL AS DEFINED
IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL
BE PLACED & COMPACTEDUNIFORMLY IN ACCORDANCE WITH ASTM D2321.
4 - PVC AREA DRAIN BASIN SHALL BE OREGON PLUMBING CODE APPROVED.
1. TAX LOT 17-03-26-14-3808. THE SUBJECT SITE IS NOT LOCATED WITHIN THE WELLHEAD PROTECTION AREA.
3. THE SUBJECT SITE IS LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN.
4. THE NEAREST TRANSIT FACILITY IS LOCATED 300 FEET TO THE WEST ON THE NORTH SIDE OF MAIN STREET.
5. IMPERVIOUS AREAS: TOTAL = 25,450 S.F. (BUILDING = 6,990 S.F., PAVING = 15,820 S.F., GARAGE = 2,640 S.F.)
6. TOTAL AREA = 45,350 S.F.
Q INLET DETJIL
�.J NO SCALE
S Ply �to ew KI.VILY (Nd
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