20180242 11x17 Plan Seti
NPR RECYCLING
SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 EAST, W.M.
THURSTON COUNTY, WASHINGTON
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VICINITY MAP b
N.T.S.
PROJECT INFORMATION
APPLICANT:
UBAIDA MUFREJ
3655 MARGINAL WAY S. #203
SEATTLE, WA 98134
(206) 313-0256
PARCEL NOS:
64300900200
SITE ADDRESS:
NPR HOLDINGS, LLC
939 NORTHERN PACIFIC RD,
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YELM, WA 98597
ZONING:
1 — INDUSTRIAL
SITE AREA:
606,420 SF/ 13.921 ACRES
GRADING:
CUT = 12,200 CY
FILL = 10,230 CY
l
NET = 1,970 CY
SOILS:
MART SILT LOAM
SANITARY SEWER:
CITY OF YELM
WATER:
CITY OF YELM
1
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334 '
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1
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-.--.334--
.—
VICINITY MAP b
N.T.S.
PROJECT INFORMATION
APPLICANT:
UBAIDA MUFREJ
3655 MARGINAL WAY S. #203
SEATTLE, WA 98134
(206) 313-0256
PARCEL NOS:
64300900200
SITE ADDRESS:
NPR HOLDINGS, LLC
939 NORTHERN PACIFIC RD,
YELM, WA 98597
ZONING:
1 — INDUSTRIAL
SITE AREA:
606,420 SF/ 13.921 ACRES
GRADING:
CUT = 12,200 CY
FILL = 10,230 CY
NET = 1,970 CY
SOILS:
MART SILT LOAM
SANITARY SEWER:
CITY OF YELM
WATER:
CITY OF YELM
FlRE DISTRICT:
THURSTON COUNTY
SHEET INDEX
P0.1 PRELIMINARY SITE PLAN
P1.1 PRELIMINARY GRADING AND UTILITY PLAN
P1.2 PRELIMINARY DETAILS
SURVEY INFORMATION
LEGAL DESCRIPTION
THURSTON COUNTY TITLE ESCROW N0, THS749 LOT 2, BLOCK
9 IN MCKENNA IRRIGATED TRACTS, AS RECORDED IN VOLUME
9 OF PLATS, PAGE 43,
VERTICAL DATUM
NAVD 88 DATUM
BASIS OF BEARING
WASHINGTON STATE GRID SOUTH ZONE FROM CTR SEC, 19
PT#840)PTJj839) TO NE CORNER SECTION 19 (TCHPN
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' Ca118nne,«eru:aig
JOB NUMBER
18025
DRANING NAME
180253SP
P0.1
1 OF 3
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ACCESS GATE
-- OIL-WATER,AEPARATOR (TYP) i �,^ .WATER TABLE
PI
£LEV=324.92 1 '}if WATER TABLE—
'ELEV=322.18 WATER TABLE �tl
—
— - _ '.. ELEV=322.73
EX. PRIVATE DRIVEWAY
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STORAGE - - _ i - .. ' i y./_.i
- i ELEV=221.0
15 - FF=337.5 ..
— I L817.
WATER TABLE t=' - I :RIM=.334:9 ■ . \ _ -
ELEV=325.45 ij1- ,� - :• i \ '.... _
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_ i WATER TABLE 33r
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6 PIP
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WATER TABLE {1 a\ WATER TABLE
ELEV=325.451 { I ' O } R* = i � ELEV=325.45
I-' = RIM -33
I Q ® fOIL-WATER SEPARATOR (TYP) _
ACCESS GATE
_ -._334- _
1., I WATER TABLE'
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—33fi—
WATER TABLE
ELEV=321.70
SCALE: 1'=60 FEET
0 30 s0 120
GRADING CONSTRUCTION NOTES:
Oj PROPOSED 3 FT WIDE BY 363 FT LONG
BIORETENTION SWALE WITH 3H:1V SIDE SLOPES.
TOP ELEV. = 332.5'
BOT. ELEV. = 330.0'
OPROPOSED 3 FT WADE BY 465 FT LONG
BIORETENTION SWALE WITH 3H:1V SIDE SLOPES,
TOP ELEV = 333.0'
BOT. ELEV. = 331.59
.
3O PROPOSED 3 FT WADE BY 400 FT LONG
BIORETENTION SWALE WITH 3H:1V SIDE SLOPES.
TOP ELEV = 332.0'
BOT. ELEV. = 330.5'.
OPROPOSED 150 FT'V'-BOTTOM CONVEYANCE
DITCH TO BIORETENTION SWALE.
FRONTAGE IMPROVEMENT NOTES:
ONEW FRONTAGE IMPROVEMENTS PER COMMERCIAL
COLLECTOR STANDARD
UTILITY CONSTRUCTION NOTES:
OINSTALL STEP TANK FOR PROPOSED PRESSURE
MAIN SEWER SERVICE.
7O INSTALL 1' WATER METER SETTER PER CITY OF
YELM STANDARDS FOR DOMESTIC SERVICE,
OINSTALL 1' DUAL WATER METER PER CITY OF
YELM STANDARDS FOR DOMESTIC AND IRRIGATION
SERVICE,
INSTALL DCVA DEVICES WITHIN 4 FT OF METER.
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Ca11811ce1aeyouag
JOB NUMBER
18025
DRAHING NAME
1802531.1 _GDPL
P1.1
20F3
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STORAGE - - _ i - .. ' i y./_.i
- i ELEV=221.0
15 - FF=337.5 ..
— I L817.
WATER TABLE t=' - I :RIM=.334:9 ■ . \ _ -
ELEV=325.45 ij1- ,� - :• i \ '.... _
I O - 1-' _ -}'.ri
_ i WATER TABLE 33r
�) ' — 1 ' _ i — ELEV=322�J
6 PIP
- - tt
HOREI- ■\ RIM=333A \4,. ot ds =
8 ; ICIB
HO , , ! J .A ■ r
9 _ :336 - 1 \ RIM=333■ +1
WATER TABLE {1 a\ WATER TABLE
ELEV=325.451 { I ' O } R* = i � ELEV=325.45
I-' = RIM -33
I Q ® fOIL-WATER SEPARATOR (TYP) _
ACCESS GATE
_ -._334- _
1., I WATER TABLE'
n FV='i7S d5
—33fi—
WATER TABLE
ELEV=321.70
SCALE: 1'=60 FEET
0 30 s0 120
GRADING CONSTRUCTION NOTES:
Oj PROPOSED 3 FT WIDE BY 363 FT LONG
BIORETENTION SWALE WITH 3H:1V SIDE SLOPES.
TOP ELEV. = 332.5'
BOT. ELEV. = 330.0'
OPROPOSED 3 FT WADE BY 465 FT LONG
BIORETENTION SWALE WITH 3H:1V SIDE SLOPES,
TOP ELEV = 333.0'
BOT. ELEV. = 331.59
.
3O PROPOSED 3 FT WADE BY 400 FT LONG
BIORETENTION SWALE WITH 3H:1V SIDE SLOPES.
TOP ELEV = 332.0'
BOT. ELEV. = 330.5'.
OPROPOSED 150 FT'V'-BOTTOM CONVEYANCE
DITCH TO BIORETENTION SWALE.
FRONTAGE IMPROVEMENT NOTES:
ONEW FRONTAGE IMPROVEMENTS PER COMMERCIAL
COLLECTOR STANDARD
UTILITY CONSTRUCTION NOTES:
OINSTALL STEP TANK FOR PROPOSED PRESSURE
MAIN SEWER SERVICE.
7O INSTALL 1' WATER METER SETTER PER CITY OF
YELM STANDARDS FOR DOMESTIC SERVICE,
OINSTALL 1' DUAL WATER METER PER CITY OF
YELM STANDARDS FOR DOMESTIC AND IRRIGATION
SERVICE,
INSTALL DCVA DEVICES WITHIN 4 FT OF METER.
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Ca11811ce1aeyouag
JOB NUMBER
18025
DRAHING NAME
1802531.1 _GDPL
P1.1
20F3
NOTES:
SOIL MIXES SHALL BE FREE OF STONES, STUMPS,
ROOT AND OTHER SIMILAR MATERAIL GREATER
THAN 2'.
PLACE SOIL IN 12-18' LIFTS.
DO NOT USE HEAVY EQUIPMENT IN BIORETENTIGN
BASIN OR COMPACT IN ANY WAY,
MULCH SURFACE USING WELL AGED (12 M0. MIN.)
SHREDDED HARDWOOD.
lCL
SELECTED NATIVE PLANTS
AND HARDY CULTIVARS
3 MAX
�1 33 MAX
PLANTING SO4L MIX
MULCH/�\�
'B
FILTRATION ZONE �\
FILTER FABRIC ON SIDES AND TOP OF GRAVEL
FILTER FABRIC SHALL FLOW A MINIMUM OF 75
GALLONS A MINUTE PER SQUARE FOOT,
BI0-RETQM0N SWALE SECTION A -A
N.T.S
QUARRY Qo
SPALLS a- c4j
15'
1 1 EASEMENT
2
2 2
UNE BOTTOM W/ 6' NATIVE
SANDY CLAY LOAM SOIL
TYPICAL 'Ve DITCH SECTION
N.T.S.
HMA*
CSTC*
COMPACTED NATIVE SUBGRADE OR
APPROVED STRUCTURAL FILL PER
GEOTECH RECOMMENDATIONS.
* ALL THICKNESSES ARE COMPACTED DEPTHS.
ON—SITE PAVING SECTION
CLASS B ASPHALT*
CSTC
OR CSBC
FINISHED GRADE
BALLAST*
SUBGRADE
* ALL THICKNESSES ARE COMPACTED DEPTHS.
OFF-SITE PAVING SECTION
N.T.S.
BIORETENTION SOIL MIX:
SOIL MIX:
• 65% TO 70% GRAVELLY SAND AND 30% TO 35% COMPOST (SEE SPECIFICATION BELOW).
• GRAVELLY SAND GRADATION PER ASTM D 422
SIEVE SIZE PERCENT PASSING
US N0, 4 100
US N0, 6 88-100
US NO, 8 79-97
US N0, 50 11-35
US NO, 200 5-15
• MAXIMUM CLAY CONTENT SHOULD BE LESS THAN 5%
• SOIL MIXTURE SHOULD BE UNIFORM, FREE OF STONES, ROOTS OR OTHER SIMILAR
OBJECTS LARGER THAN 2 INCHES
• ON—SITE SOIL MIXING OR PLACEMETN NOT ALLOWED IF SOIL IS SATURATED OR
SUBJECTED TO WATER WITHIN 48 HOURS
• COVER AND STORE SOIL ACCORDINGLY TO PREVENT WETTING OR SATURATION
• TEST SOIL FOR FERTILITY AND MICRONUTRIENTS AND, IF NECESSARY, AMEN MIXTURE
TO CREATE OPTIMUM CONDITIONS FOR PLANT ESTABLISHMENT AND EARLY GROWTH AT
RATES RECOMMENDED BY AN INDEPENDENT LABORATORY SOIL TEST.
• ORGANIC CONTENT OF THE SOIL MIXTURE SHOULD BE 8% TO 12%
Maay,eaaaa?yaee:•a yamseea,npG•mewa
TABLE 4.1.5
BIOSWALE SEED MIX*
%Wei h
%Puri
%Germination
Tall or meadow fescue
Festuca arundinacea or Festuca elatior
75 -BO
98
90
Seaside/ Creepingbentgrass
Agrostis palustris -
10-15
98
90
Redtapbentgmss
Agrosds alha or Agrostisgigantea
5-10
98
90
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N `CEMENT C
BARRIER CURB
AND GUTTER CITY OF YELM
DEPT, OF PUBLIC WORKS
GENERAL NOTES: COMMERCIAL
1. NO COLLECTOR
ON STREET' PARKING PERMITTED,
2. REFER TO RELEVANT SECTIONS OF THE APPROVED DWG. No.
DEVELOPMENT GUIDELINES FOR ADDITIONAL 4-4
INFORMATION ON STORM DRAINAGE, STREET
LIGHTING, PAVEMENT STRUCTURE, ECT.Des. OWN'
CKD. DATE
JEG 9/21/2000
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Ca116116e1me1oudlg
JOB NUMBER
18025
DRAWING NAME
1802531.2 DRDT
P 1.2
30F3