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SITE INFORMATION
TAX LOT NUMBER
SITE ADDRESS
SITE CONTACT
PHONE NUMBER
ZONING
TOTAL LOT AREA
PROJECT AREA
7227802040
2902 NE 12TH ST
RENTON, WA 98056
JILL RICHARDSON
425-226-1850
R-14 (CITY OF RENTON)
132,759f S.F. (3.05 AC.)
2,500 S.F. (0.06 AC.)
SURVEY REFERENCES
1. CITY OF RENTON LUA, PER A.F. NO.
20170519900004, RECORDS OF KING COUNTY.
2. PLAT OF RENTON HIGHLANDS NO. 2, PER
BOOK 57, PGS 92-98, RECORDS OF KING
COUNTY.
LATITUDE/LONGITUDE POSITION
COORDINATE DATA AT CENTER OF PROPOSED
MONOPOLE LOCATION:
NAD 83
LAT - 47`30'13.92" N NAVD 88
LONG - 122°10'49.94" W EL.= 363.5 FEET
LEGEND
NOTES
SUBJECT BOUNDARY LINE
1)
— RIGHT-OF-WAY CENTERLINE
RIGHT-OF-WAY LINE
ADJACENT BOUNDARY LINE
2)
❑P OVERHEAD POWER LINE
3)
UP BURIED POWER LINE
UT BURIED TELEPHONE LINE
4)
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13 WOOD FENCE
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DF18 —TRUNK DIAMETER (IN)
195.2 —HEIGHT AGL IF MEASURED
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DUNCANSON
CIVIL ENGINEERING • SURVEYING • LAND PLANNING
145 SW 155th Street, Ste. 102, Seattle, Washington 98166
Phone: (206) 244-4141 Fax: (206) 244-4455
TITLE REPORT ISSUED BY FIDELITY NATIONAL
TITLE COMPANY, COMMITMENT NO.
CRC-1205459-C, DATED SEPTEMBER 25, 2018;
FOR TAX LOT 7227802040 ONLY.
FIELD WORK CONDUCTED IN DECEMBER, 2018.
BASIS OF BEARING: WASHINGTON STATE PLANE
COORDINATE SYSTEM, NORTH ZONE (NAD83).
UNDERGROUND UTILITIES SHOWN HEREON, IF
ANY, WERE DELINEATED FROM SURFACE
EVIDENCE AND/OR UTILITY COMPANY RECORDS.
CRITICAL LOCATIONS SHOULD BE VERIFIED PRIOR
TO DESIGN AND CONSTRUCTION.
FEMA DESIGNATION: ZONE 'X' (AREAS
DETERMINED TO BE OUTSIDE 500-YEAR
FLOODPLAIN), PANEL 668 OF 1725, FIRM MAP
NUMBER 53033CO668F, EFFECTIVE DATE MAY 16,
1995.
BENCHMARK IS BASED ON WSRN PUGET SOUND
REFERENCE NEWORK. NAVD 88 ELEVATION
DERIVED USING GPS. ACCURACY MEETS OR
EXCEEDS 1A STANDARDS AS DEFINED ON THE
FAA ASAC INFORMATION SHEET 91:003.
.� LTAX LOT
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R-424002
DATE:
12/21/18
FLD. B00K: 513/ 147
DMWING NO:
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SITE INFORMATION
TAX LOT NUMBER
SITE ADDRESS
SITE CONTACT
PHONE NUMBER
ZONING
TOTAL LOT AREA
PROJECT AREA
7227802040
2902 NE 12TH ST
RENTON, WA 98056
JILL RICHARDSON
425-226-1850
R-14 (CITY OF RENTON)
132,759f S.F. (3.05 AC.)
2,500 S.F. (0.06 AC.)
SURVEY REFERENCES
1. CITY OF RENTON LUA, PER A.F. NO.
20170519900004, RECORDS OF KING COUNTY.
2. PLAT OF RENTON HIGHLANDS NO. 2, PER
BOOK 57, PGS 92-98, RECORDS OF KING
COUNTY.
LATITUDE/LONGITUDE POSITION
COORDINATE DATA AT CENTER OF PROPOSED
MONOPOLE LOCATION:
NAD 83
LAT — 47`30'13.92" N NAVD 88
LONG — 122°10'49.94" W EL.= 363.5 FEET
DUNCANSON
CIVIL ENGINEERING • SURVEYING • LAND PLANNING
145 SW 155th Street, Ste. 102, Seattle, Washington 98166
Phone: (206) 244-4141 Fax: (206) 244-4455
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R-424003
DATE:
12/21/18
FLD. BDDK: 513/ 147
DMWING NO:
04168.184
SHEET: OF:
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SITE INFORMATION
TAX LOT NUMBER 7227802040
SITE ADDRESS 2902 NE 12TH ST
RENTON, WA 98056
SITE CONTACT JILL RICHARDSON
PHONE NUMBER 425-226-1850
ZONING R-14 (CITY OF RENTON)
TOTAL LOT AREA 132,759f S.F. (3.05 AC.)
PROJECT AREA 2,500 S.F. (0.06 AC.)
SURVEY REFERENCES
1. CITY OF RENTON LUA, PER A.F. NO.
20170519900004, RECORDS OF KING COUNTY.
2. PLAT OF RENTON HIGHLANDS NO. 2, PER
BOOK 57, PIGS 92-98, RECORDS OF KING
COUNTY.
DUNCANSON
CIVIL ENGINEERING • SURVEYING • LAND PLANNING
145 SW 155th Street, Ste. 102, Seattle, Washington 98166
Phone: (206) 244-4141 Fax: (206) 244-4455
TAX LOT TAX LOT
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R-424004
DATE:
12/21/18
FLO CREW: CR CB
FLD. BDDK: 513/147
DRAWING NO:
04168.184
SHEET: OF:
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LEGEND
SUBJECT BOUNDARY LINE
RIGHT—OF—WAY CENTERLINE
—
RIGHT—OF—WAY LINE
ADJACENT BOUNDARY LINE
oP
OVERHEAD POWER LINE
UP
BURIED POWER LINE
UT
BURIED TELEPHONE LINE
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CHAIN LINK FENCE
0
WOOD FENCE
EVERGREEN TREE
DF=DOUGLAS FIR
DF18 —TRUNK
DIAMETER (IN)
195.2 —HEIGHT
AGL IF MEASURED
DECIDUOUS TREE
CLP=CLUMP
0 AL12 —TRUNK
DIAMETER (IN)
184.1 —HEIGHT
AGL IF MEASURED
LATITUDE/LONGITUDE POSITION
COORDINATE DATA AT CENTER OF PROPOSED
MONOPOLE LOCATION:
NAD 83
LAT — 47°30'13.92" N NAVD 88
LONG — 122`10'49.94" W EL.= 363.5 FEET
DUNCANSON
CIVIL ENGINEERING • SURVEYING • LAND PLANNING
145 SW 155th Street, Ste. 102, Seattle, Washington 98166
Phone: (206) 244-4141 Fax: (206) 244-4455
SITE DETAIL
SCALE: 1 "=20'
m
MATCH LINE SV5
R-424005
DATE:
12/21/18
FLO CREW: CR CB
FLD. BDDK: 513/147
DRAWING NO:
04168.184
SHEET: OF:
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SCALE: 1 "=20'
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DUNCANSON
CIVIL ENGINEERING • SURVEYING • LAND PLANNING
145 SW 155th Street, Ste. 102, Seattle, Washington 98166
Phone: (206) 244-4141 Fax: (206) 244-4455
� m m' � m m
MATCH LINE SV4
LEGEND
❑P
UP
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DECIDUOUS TREE
0 AL12
184.1
SUBJECT BOUNDARY LINE
RIGHT-OF-WAY CENTERLINE
RIGHT-OF-WAY LINE
ADJACENT BOUNDARY LINE
OVERHEAD POWER LINE
BURIED POWER LINE
BURIED TELEPHONE LINE
CHAIN LINK FENCE
WOOD FENCE
DF=DOUGLAS FIR
TRUNK DIAMETER (IN)
HEIGHT AGL IF MEASURED
CLP=CLUMP
TRUNK DIAMETER (IN)
HEIGHT AGL IF MEASURED
R-424006
DATE:
12/21/18
FLO CREW: CR CB
FLD. BDDK: 513/147
DRAWING NO:
04168.184
SHEET: OF:
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SITE DETAIL
SCALE: 1 "=20'
ME ME MENEM="
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TAX LOT
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DUNCANSON
CIVIL ENGINEERING • SURVEYING • LAND PLANNING
145 SW 155th Street, Ste. 102, Seattle, Washington 98166
Phone: (206) 244-4141 Fax: (206) 244-4455
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LEGEND
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SUBJECT BOUNDARY LINE
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RIGHT-OF-WAY LINE
ADJACENT BOUNDARY LINE
OVERHEAD POWER LINE
BURIED POWER LINE
BURIED TELEPHONE LINE
CHAIN LINK FENCE
WOOD FENCE
DF=DOUGLAS FIR
TRUNK DIAMETER (IN)
HEIGHT AGL IF MEASURED
CLP=CLUMP
TRUNK DIAMETER (IN)
HEIGHT AGL IF MEASURED
R-424007
DATE:
12/21/18
FLO CREW: CR CB
FLD. B00K: 513/147
DRAWING NO:
04168.184
SHEET: OF:
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DUNCANSON
CIVIL ENGINEERING • SURVEYING • LAND PLANNING
145 SW 155th Street, Ste. 102, Seattle, Washington 98166
Phone: (206) 244-4141 Fax: (206) 244-4455
LEGEND
❑P
UP
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EVERGREEN TREE
DF18 '~
195.2 -�
DECIDUOUS TREE
0 AL12
184.1
SUBJECT BOUNDARY LINE
RIGHT—OF—WAY CENTERLINE
RIGHT—OF—WAY LINE
ADJACENT BOUNDARY LINE
OVERHEAD POWER LINE
BURIED POWER LINE
BURIED TELEPHONE LINE
CHAIN LINK FENCE
WOOD FENCE
DF=DOUGLAS FIR
TRUNK DIAMETER (IN)
HEIGHT AGL IF MEASURED
CLP=CLUMP
TRUNK DIAMETER (IN)
HEIGHT AGL IF MEASURED
R-424008
DATE:
12/21/18
FLO CREW: CR CB
FLD. B00K: 513/147
DRAWING NO:
04168.184
SHEET: OF:
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SCALE: 1 "=20'
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DUNCANSON
CIVIL ENGINEERING • SURVEYING • LAND PLANNING
145 SW 155th Street, Ste. 102, Seattle, Washington 98166
Phone: (206) 244-4141 Fax: (206) 244-4455
LEGEND
SUBJECT BOUNDARY LINE
— RIGHT—OF—WAY CENTERLINE
RIGHT—OF—WAY LINE
TAX LOT TAX LOT ADJACENT BOUNDARY LINE
#7227801575 #7227801582 ❑P OVERHEAD POWER LINE
UP BURIED POWER LINE
T. L. UT BURIED TELEPHONE LINE
HOUSE #7227801585 TAX LOT ° CHAIN LINK FENCE
#72278015811 13 WOOD FENCE
CONC. EVERGREEN TREE DF=DOUGLAS FIR
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0 195.2 — HEIGHT AGL IF MEASURED
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IN COMPLIANCE WITH CITY OF RENTON Sl
DATE:
12/21/18
FLO CREW: CR CB
FLD. BOOK: 513/147
DRAWING NO:
04168.184
SHEET: OF:
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LEGEND
SUBJECT BOUNDARY LINE
- — RIGHT—OF—WAY CENTERLINE
RIGHT—OF—WAY LINE
ADJACENT BOUNDARY LINE
-oP OVERHEAD POWER LINE
—UP BURIED POWER LINE
—UT BURIED TELEPHONE LINE
D CHAIN LINK FENCE
13 WOOD FENCE
EVERGREEN TREE DF=DOUGLAS FIR
DF18 —TRUNK DIAMETER (IN)
195.2 —HEIGHT AGL IF MEASURED
DECIDUOUS TREE CLP=CLUMP
0 AL12 —TRUNK DIAMETER (IN)
184.1 —HEIGHT AGL IF MEASURED
IY DISCLAIMER
EY DOES NOT
T A BOUNDARY
THE PARENT
Y CERTIFY TO
\STLE USA AND
PUBLIC TITLE
JY THAT THE
DUNCANSON
SITE DETAIL
SCALE: 1 "=20'
0
I
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EAVE
EL.=374.3
PARENT PARCEL
TAX LOT #7227802040
CITY OF PEN TON
(A.F. #20180316001,514)
ZONING: R-14
BUILDING
a
— � BIKE RACK
d Q � BENCH
PARKING STRIPE
SPNALT PARKING SOT
A
DRIPLINE�
(TYPICAL)
/
i
i J
' SCAPI
LA /CE34
168.15' \
N88 58'08"W
% / LLL VAULT
�,_%lL/lA' 1A (AT
NE 12TH ST
m
DATE:
12/21/18
�D. B00K: 513/ 147
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CIVIL ENGINEERING • SURVEYING • LAND PLANNING
145 SW 155th Street, Ste. 102, Seattle, Washington 98166
Phone: (206) 244-4141 Fax: (206) 244-4455
DR4WING N0:
04168.184
SHEET: OF:
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PARENT PARCEL LEGAL DESCRIPTION - A.F. #20120315001375
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF KING , CITY OF
RENTON, STATE OF WASHINGTON AND IS DESCRIBED AS FOLLOWS:
ALL THAT PORTION OF THE FOLLOWING DESCRIBED PROPERTY LYING NORTH OF THE
SOUTH RIGHT-OF-WAY LINE OF N.E. 12TH STREET, BEING 50 FEET IN WIDTH; AS IT NOW
EXISTS:
THAT PORTION OF THAT PUBLIC USE AREA IN BLOCK 46, OR CORRECTED PLAT OR
RENTON HIGHLANDS #2, AS PER PLAT RECORDED IN VOLUME 57 OF PLATS, ON PAGES
92 THRU 98, RECORDS OF KING COUNTY; EXCEPT THE WEST 8.76 FEET OF THE NORTH
106 FEET OF THAT PORTION OF SAID PUBLIC USE AREA LYING EAST OF LOT 23 OF SAID
BLOCK 46; TOGETHER WITH THE SOUTH 10 FEET OF THE EAST 92.86 FEET TO LOT 23 OF
SAID LOT 23 OF SAID BLOCK 46; AND TOGETHER WITH THAT PORTION OF N.W. 12TH
STREET ADJOINING, WHICH UPON VACATION, ATTACHED TO SAID PROPERTY BY OPERATION
OF LAW.
LESS AND EXCEPT ALL THAT PROPERTY CONVEYED TO MJS HEATHER, LLC FROM CITY OF
RENTON, DATED MARCH 16, 2018, RECORDED MARCH 16, 2018, AS INSTRUMENT NO.
20180316001313.
ALSO LESS AND EXCEPT ALL THAT PROPERTY CONVEYED TO HOUSING AUTHORITY OF THE
CITY OF RENTON FROM CITY OF RENTON, DATED MARCH 16, 2018, RECORDED MARCH 16,
2018, AS INSTRUMENT NO. 20180316001314.
EASEMENTS ZL CORRESPONDS WITH ITEM NUMBER IN
'SCHEDULE B' OF TITLE REPORT.
THE FOLLOWING EASEMENTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT
INFORMATION TO BE DEPICTED ON THE PLAN. OTHER EASEMENTS OR ENCUMBRANCES, IF
ANY, MAY AFFECT THE PROPERTY, BUT LACK SUFFICIENT INFORMATION TO BE SHOWN.
ANY AND ALL MATTERS DISCLOSED ON PLAT ENTITLED "OLD HIGHLANDS
11 LIBRARY SHORT PLAT FOR CITY OF RENTON", PER A.F. NO. 20170519900004,
RECORDS OF KING COUNTY SHOWN.
DUNCANSON
CIVIL ENGINEERING • SURVEYING • LAND PLANNING
145 SW 155th Street, Ste. 102, Seattle, Washington 98166
Phone: (206) 244-4141 Fax: (206) 244-4455
LEASE AREA LEGAL DESCRIPTION
A TRACT OF LAND LOCATED IN THAT PORTION OF THE FOLLOWING DESCRIBED PROPERTY
LYING NORTH OF THE SOUTH RIGHT-OF-WAY LINE OF N.E. 12TH STREET, BEING 50 FEET
IN WIDTH; AS IT NOW EXISTS:
THE PUBLIC USE AREA IN BLOCK 46, CORRECTED PLAT OF RENTON HIGHLANDS #2, AS
PER PLAT RECORDED IN VOLUME 57 OF PLATS, ON PAGES 92 THRU 98, RECORDS OF
KING COUNTY, WASHINGTON;
SAID TRACT DESCRIBED AS FOLLOWS:
COMMENCING AT A FOUND
MONUMENT
AT THE INTERSECTION OF NE 12TH STREET AND
I STREET;
THENCE
ALONG
THE CENTERLINE
IF SAID
NE 12TH STREET, NORTH 88°58'08" WEST
197.12
FEET;
THENCE
NORTH
01 °01'52"
EAST
293.20
FEET TO THE POINT OF BEGINNING;
THENCE
SOUTH
41 °01'37"
WEST
50.00
FEET;
THENCE
NORTH
48°58'23"
WEST
50.00
FEET;
THENCE
NORTH
41 °01'37"
EAST
50.00
FEET;
THENCE
SOUTH
48°58'23"
EAST
50.00
FEET TO THE POINT OF BEGINNING;
CONTAINING 2,500 SQUARE FEET OR 0.06 ACRES, MORE OR LESS.
R-42401 1
DATE:
12/21/18
FLD. BOOK: 513/ 147
DMWING NO:
04168.184
SHEET: OF:
SV10 10
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EXIST
SHED
� J
EXIST /
SHED
'1,
EXIST MATCH EXIST
GRAVEL GRAVEL ROAD
ROAD
12' MINIMUM
SEPARATION FOR
STORM WATER
DISPERSAL
EXIST
GATE
SW 1/4 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
MATCH GRADE OF
EXIST SIDEWALK EXIST CONC
SIDEWALK
SAWCUT, REMOVE &
WHERE THE PROFILE GRADE MATCH EXIST ASPHALT
EXCEEDS 5%, "STAIR STEP" & CONC THIS AREA
THE SUBGRADE TO PROVIDE
LEVEL TERRACES. EXIST EXIST GRAVEL
(APPROX 3 — 1' STEP DOWNS) GATE
m M
BRUSH
i
PROJECT I I
AREA PROPOSED 50'X50'
LEASE AREA
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OVERALL PROJECT PLAN
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Know what's below.
Call 48 hours before you dig.
CIVIL ENGINEERING • SURVEYING • LAND PLANNING
145 SW 155th Street, Ste. 102, Seattle, Washington 98166
Phone: (206) 244-4141 Fax: (206) 244-4455
EXIST
ASPHALT
EXIST
UTILITY
POLE
POWER/TELCO
ROUTE
PROVIDE 20' WIDE x 6' HIGH
DOUBLE SWING CHAIN LINK GATE.
-REMOVE EXISTING GATE AND
RESTORE FENCE AS REQUIRED.
COORDINATE WITH LANDLORD.
MATCH EXIST
SIDEWALK
EXIST CONC
SIDEWALK
50'x5O' FENCED LEASE AREA.
SEE ARCHITECTURAL PLANS
FOR TOWER, EQUIPMENT
COMPOUND AND OTHER
IMPROVEMENTS
PROPOSED TOWER \
LOCATION
SITE TBM
REBAR & CAP \ J
ELEV = 363.54
EGA — LIGHT POLE
3 TO REMAIN /
�Zg(� C /
' EX BUILDING
�10
�A. �
GRAPHIC SCALE
10 20 40
( IN FEET )
1" = 20' (22x34)
1" = 40' (11X17)
0
0
0
.\ o
GEND -EXISTING FEATURES
SUBJECT BOUNDARY LINE
RIGHT—OF—WAY CENTERLINE
RIGHT—OF—WAY LINE
ADJACENT BOUNDARY LINE
SECTIONAL BREAKDOWN LINE
OVERHEAD POWER LINE
BURIED POWER LINE
GAS LINE
OVERHEAD TELEPHONE LINE
BURIED TELEPHONE LINE
UT
WATER LINE
W
SANITARY SEWER
STORM DRAIN
DITCH LINE/FLOW LINE
ROCK RETAINING WALL
VEGETATION LINE
—
CHAIN LINK FENCE
—
WOOD FENCE
—
BARBED WIRE/WIRE FENCE
TRANSFORMER
FIRE HYDRANT
LIGHT STANDARD
GATE VALVE
POWER VAULT
WATER METER
UTILITY BOX
SEWER MANHOLE
UTILITY POLE
CATCH BASIN, TYPE 1
POLE GUY WIRE
CATCH BASIN, TYPE 2
GAS VALVE
SIGN
GAS METER
BOLLARD
TELEPHONE VAULT
MAIL BOX
TELEPHONE RISER
234.21 SPOT ELEVATION
LEGEND -PROPOSED FEATURES
— —
PROPERTY/PARCEL LINE
— — — — —
BUILDING SETBACK LINE (BSBL)
CATCH BASIN, TYPE 1
CATCH BASIN, TYPE 2
STORM DRAIN
SEWER MANHOLE
SITE ADDRESS: 2902 NE 12TH ST
RENTON, WA 98056
TAX LOT: 7227802040
ZONING: R-14
TOTAL LOT AREA: 61,132 SF
NEW/REPLACED IMPERVIOUS:
ACCESS DRIVE: 4,560 SF
EQUIPMENT COMPOUND: 2,500 SF
TOTAL: 7,060 SF (0.162 AC)
DISTURBED AREA/CLEARING LIMITS: 12,300 SF
CUT: 230 CY f
FI ILL: 230 CY f
R-42401 2
DATE: nn1
FlELD OOK/ N/A
L
PAGE: N/A
DMWING NO:
04168.184
SHEET: OF:
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SW 1/4 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
TEMPORARY CONSTRUCTION 1
ENTRANCE (15'x50') C3
AREA TO REMAIN
UNDISTURBED (TYP)
EXIST _
EXIST / GATE
SHED �
EXIST
SHED - r
�16
EXIST
GRAVEL
ROAD
EROSION CONTROL NOTES
AREA TO REMAIN
UNDISTURBED (TYP)
TEMPORARY
SILT FENCE z
PROJECT
BOUNDARY
1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY,
WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS:
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING
MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED
ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO
CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND
OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE
APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION
AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS
CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED
AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE
DURATION OF THE PROJECT.
5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN
OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF
SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND
SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT
CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED.
THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION
CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE.
6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO
BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES
AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE
EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE
SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE
THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY
BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM
REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE
RECEIVING DRAINAGE SYSTEM.
7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE
AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS,
OR RETENTION FACILITIES.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED
FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS
DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH
THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.).
9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL
CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE
APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS.
10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER
DESIGN MANUAL.
11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED
WITHIN SEVEN (7) DAYS.
12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A
MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT.
13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A
CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE
CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL
AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED
BY MULCH, SODDING OR PLASTIC COVERING.
15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE
MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE
STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION
SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE
AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED
TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS
SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF
THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO
THE CITY OF RENTON FOR REVIEW.
Know what's below.
Call 48 hours before you dig.
CIVIL ENGINEERING • SURVEYING • LAND PLANNING
145 SW 155th Street, Ste. 102, Seattle, Washington 98166
Phone: (206) 244-4141 Fax: (206) 244-4455
OF
i
0
HYDROSEED ALL DISTURBED
PERVIOUS AREAS (TYP) A�
EXIST
GATE
BRUSH77-_,
r
GRAPHIC SCALE
( IN FEET )
1" = 20' (22x34)
1" = 40' (11X17)
')- -,0.,:
RECOMMENDED CONSTRUCTION SEQUENCE
EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION
SEQUENCE
1. PRE -CONSTRUCTION MEETING.
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE
CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
3. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
7. CONSTRUCT SEDIMENT PONDS AND TRAPS.
8. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE
DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT
DEVELOPMENT.
10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF
THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S
RECOMMENDATIONS.
11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO
THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS
ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL
STANDARDS.
12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS
DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH
STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT.
13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE
STABILIZED AND BMPS REMOVED IF APPROPRIATE.
4 PER CITY REVIEW COMMENTS
3 ADD TREE PROTECTION
29647 2 CHANGE PAVED ACCESS
�O CIS 1 CHANGE EQ COMPOUND SIZE PER ARCH
ILL NO. I REVISION
EXIST
ASPHALT
m
SURVEYED:
PN/CB
3/16/23
HMD
DESIGNED:
HMD
10/27/22
HMD
10/10/22
HMD
DRAWN` DAS
1/3/22
HMD
CHECKED:
HMD
BY
DATE
AP P R
APPROVED:
HMD
EXIST CONIC
SIDEWALK
EXIST GRAVEL
I
36B
368368} . .
EXIST
'F U TI LI I I G�
POLE
POWER/TELCO
ROUTE
EXIST CONIC
SIDEWALK
PROPOSED TOWER
LOCATION
SITE TBM
REBAR & CAP
ELEV = 363.54
II(
FIELD COORDINATE STOCKPILE
LOCATION. COVER PER NOTES
0
a ,
a
o. .
vv
D a
a v
v
a o.
Je
\ LIGHT POLE
> �) TO REMAIN ,
01
PROTECT EXIST
TREE, TYP o`
4 TREE PROTECTION
C3 FENCING, TYP
TEMPORARY SUMP FOR
CONCRETE WASHOUT
PROJECT
BOUNDARY
HYDROSEED ALL DISTURBED
PERVIOUS AREAS (TYP)
i +
0
TEMPORARY('2 \
SILT FENCE C3
\ I
AREA TO REMAIN
I UNDISTURBED (TYP)
m
SWPPS NOTES
1. PROVIDE PLASTIC COVERING OR OTHER SUITABLE MEANS FOR KEEPING
RAINFALL AND RUNOFF OFF OF POTENTIALLY POLLUTING MATERIALS AND
WASTES.
2. LIGHTING IS REQUIRED IF FUELING (PROVIDED BY SERVICE TRUCKS) OCCURS
AT NIGHT.
3. DRIP PANS OR PLASTIC SHEETING IS REQUIRED WHEN EQUIPMENT
MAINTENANCE IS PERFORMED ON -SITE.
4. CONTRACTOR SHALL DEVELOP A SPILL PREVENTION PLAN AND MAINTAIN
APPROPRIATE SPILL RESPONSE SUPPLIES FOR ANY TOXIC OR HAZARDOUS
LIQUIDS STORED OR USED ON SITE.
°
EX BUILDING
TO REMAIN
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS oF,
O
DEVELOPMENT ENGINEERING ` (o
Scott Warlick 4/6/2023 O
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SCALE: DATE:
»_ f HORIZONTAL NADCAL VD1983/1991 ' 12/15/21 U
1 =20 o CITY O E CROWN CASTLE 831070 - A -TEAM I
FIELDBOOK: N/A Z
RENTON TESC PLAN PAGE' N A
;R
ONE INCH DATUMUOF 2902 NE 12TH ST DRAWING N0:
AT FULL SCALE Planning/Building/Public Works Dept. 04168.184 O
IF NOT ONE INCH RENTON WA 98056
SCALE ACCORDINGLY
7 SHEET: C2 OF: 3
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SW 1/4 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
Ex1Sj1NG�,OND
R = 25' MIN.
INSTALL DRIVEWAY CULVERT
IF THERE IS A ROADSIDE
DITCH PRESENT, AS PER CITY
ROAD STANDARDS
4%8"QUARRY SPALLS
GEOTEXTILE
12" MIN. THICKNESS
CONSTRUCTION ENTRANCE NOTES:
1. DRIVEWAYS SHALL BE PAVED TO
THE EDGE OF THE RIGHT-OF-WAY
RI
PRIOR TO INSTALLATION OF THE
/—
CONSTRUCTION ENTRANCE TO
/ram
AVOID DAMAGING OF THE
ROADWAY.
2. IT IS RECOMMENDED THAT THE
\
ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
100' MIN.
15' MIN.
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
NOTES:
1. CONDITION OF USE
1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER
PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION
ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHMIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE
SHALL MEET THE FOLLOWING STANDARDS:
GRAB TENSILE STRENGTH (ASTM D4632)
200 LBS. MIN.
GRAB TENSILE ELONGATION (ASTM D4632)
30% MAX. (WOVEN)
CBR PUNCTURE STRENGTH (ASTM D6241)
1 495 LBS. MIN.
ADS (ASTM D4751)
20-45 (U.S. STANDARD SIEVE SIZE)
2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH
LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED.
2.3. HOG FUEL WOOD BASED MULCH ) MAYBE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS.
(
HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS
IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT.
2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE
EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE.
3. MAINTENANCE STANDARDS
31QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS.
1Z IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF
SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL
WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND.
3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE
REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND
THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE
WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND
CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS.
3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UPON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL
TRAFFIC.
UNLESS OTHERW ISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 215.10
c PUBLIC WORKS APPROVED:
DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1
iicworksneminisrraror DATE
CONSTRUCTION ENTRANCE
Know what's below.
Call 48 hours before you dig.
NTS
4" HMA CL 1/2
2" CSTC
1�
2 MIN
:45 AP
GRADE SO THAT PROFILE
FOLLOWS EX GRADE AT DOWN
SLOPE EDGE +0" TO +4"
4" CSBC
OR CSTC
12'
11
2"x2" 14 GAUGE WIRE, OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC
--I�---------------<v,��
6' MAX. I " I I 12" MIN,
POST SPACING MAY BE INCREASED \\�� 4 x4' MIN. TRENCH
J TO 8' IF WIRE BACKING IS USED I I I I�
" OR 314"LL TRENCH WITH NATIVE SOIL
OR 3/4" TO 1-1/2" WASHED GRAVEL
2 x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYR)
NOTES:
1. CONDITIONS OF USE
1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED
FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE.
AOS (ASTM D4751)
30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM
50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS
WATER PERMITTIVITY (ASTM D4491)
0.02 SEC` MINIMUM
GRAB TENSILE STRENGTH (ASTM D4632)
180 LBS. MIN. FOR EXTRA STRENGTH FABRIC
100 LBS. MIN. FOR STANDARD STRENGTH FABRIC
GRAB TENSILE ELONGATION (ASTM D4632)
30% MAX. (WOVEN)
ULTRAVIOLET RESISTANCE ASTM D4355
70% MIN.
2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED
FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV
2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4'X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND
SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE.
2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE.
3. MAINTENANCE STANDARDS
3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY.
3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING
CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT.
3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH.
3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
UNLESS OTHERW ISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 214.00
c PUBLIC WORKS SILT FENCE RR Z 9/28/2018
V4501"` DEPARTMENT GA
kcworksaemnisrraror DATE
2' FLOW TRANSITION
AREA. EXTEND BASE
COURSE
SILT FENCE
NTS
PROP
LIME
10' DISPERSAL AREA
PAVED ACCESS SECTION
N IS
CIS Dt
OF WA
O61
DUNCANSON,51
�
CIVIL ENGINEERING • SURVEYING • LAND PLANNING ��0 29647
145 SW 155th Street, Ste. 102, Seattle, Washington 98166IS�
Phone: (206) 244-4141 Fax: (206) 244-4455
4 PER CITY REVIEW COMMENTS
3 ADD TREE PROTECTION
17 2 CHANGE PAVED ACCESS
1 CHANGE EQ COMPOUND SIZE PER ARCH
NO. REVISION
:45 An
SANDBAG (TYP.)
10' MAX..
W.
'11-11�
TOE IN SHEETING IN=III_-1-1
4" x 4" MIN. TRENCH
--1
-� 10' MAX.
PROVIDE ENERGY DISSIPATION
AT TOE IF EROSION IS LIKELY L-j
NOTES-
1. CONDITIONS OF USE
1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS.
1.2. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES.
1.3. CLEAR PLASTIC SHEETING MAYBE USED OVER NEWLY -SEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH.
CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS.
1A, THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND
UNSTABLE SLOPES.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.06 MILLIMETERS.
2.2. IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE
OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF.
2.3. TIRES, SAND BAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC.
2.4. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12 INCHES AND BE WEIGHTED OR TAPED.
3. MAINTENANCE STANDARDS
3.1. TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED.
3.2. IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION, IT MUST BE COMPLETELY REMOVED AND REPLACED.
3.3. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVED.
UNLESS OTHERW ISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 213.30
c PUBLIC WORKS JIROI'M:
"` DEPARTMENT PLASTIC COVERING GAZ 9/28/2018
iicworksneminisrraror DATE
SURVEYED:
PN/CB
3/16/23
HMD
DESIGNED:
HMD
10/27/22
HMD
10/10/22
HMD
DRAWN: DAS
1/3/22
HMD
CHECKED:
HMD
BY
DATE
AP P R
APPROVED:
HMD
PLASTIC COVERING
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NTS
:45 AM
50' LEASE AREA
TREE
PROTECTION FENCING AND SIGN
1.
CHAIN LINK FENCE REQUIRED (NO
ORANGE CONSTRUCTION FENCE OR
PLYWOOD)
2.
MINIMUM 6' HIGH
3.
FENCE SHALL BE SUPPORTED BY
RIGID POSTS DRIVEN INTO THE
GROUND AT 8' MAXIMUM INTERVALS
4.
MUST BE INSTALLED PRIOR TO
DEMOLITION OR GROUND
DISTURBANCE
5.
KEPT IN PLACE FOR THE DURATION
OF CONSTRUCTION
6.
NO DUMPING OF ANY MATERIALS IN
THE PROTECTION AREA
7.
NO SOIL DISTURBANCE OR ACTIVITY
ALLOWED WITHIN FENCED AREA:
MATERIAL STORAGE/STOCKPILING,
PARKING, EXCAVATION, DUMPING,
DRIVEN FENCE -
OR WASHING
POSTS AT 8'
8.
MODIFICATIONS OF THESE MAX INTERVALS
REQUIREMENTS BY APPROVAL OF
COR PLANNER
9.
IF ROOTS GREATER THAN 2 INCH
o z
I
FOUND OUTSIDE OF FENCING
�
1
PROTECT BY HAND EXCAVATION
AND, IF NECESSARY, CUT CLEANLY
AND KEEP MOIST
10. USE 3 INCHES OR DEEPER WOOD
CHIP MULCH OUTSIDE FENCED
AREAS TO PROTECT FEEDER ROOTS
lz) rmuvi r- iviimHri UUUA UPC r—QU/AL VVUvtIN
GEOTEXTILE FABRIC OVER COMPACTED SUB —GRADE
& UNDER ALL GRANULAR SURFACES. FABRIC
UNDER ROAD SURFACE SECTION ONLY.
EQUIPMENT COMPOUND SECTION
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
NTS
CITY OF
RENTON
Planning/Building/Public Works Dept.
CANOPY DRIP LINE
DEFINES TREE &
VEGETATION
PROTECTION AREA
or
r1I I A INI I INII/
I KLL r LINUINU HKuuINLJ LIN I IKL
DRIP LINE ON PERMIT SITE.
ALTERNATIVE TREE PROTECTION,
IF APPROVED BY COR, AS
SHOWN ON SITE PLAN
TREE PROTECTION FENCING
NTS
)SEED CUT & FILL SLOPES
)THER BARE SOILS
RBED BY CONSTRUCTION
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DATE:
12/15/21 U
CROWN CASTLE 831070 - A -TEAM I
FIELDBOOK: N/A Z
NOTES AND DETAILS PAGE' N/A
2902 NE 12TH ST DRAWING N0:
RENTON WA 98056 04168.184
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TRENCH DETAILS
J EXISTING ELECTRICAL SERVICE
FROM EXISTING UTILITY PROVIDER
(1) 3- SCH. 40 PVC CONDUIT WITH (3)
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FOR ROUTING)
M PROPOSED T-MOBILE 200A, 120/240V,
10, 3W METER SOCKET IN NEMA 3R
ENCLOSURE
(1) 3/4- CONDUIT WITH (1) #4 CU
m TO ISOLATED GROUND ROD
T (1) 3- SCH. 40 PVC CONDUIT
WITH (3) #310
(1) 2- SCH. 40 PVC CONDUIT WITH (3)
#310 & (1) #6 GRD FROM GENERATOR
INTEGRATED AUTOMATIC
TRANSFER SWITCH
POWER PANEL PROPOSED 200A CAM-LOK GEN
PLUG PROVIDED WITH PPC
200A, 2P, 120/240V, 10, PROPOSED PPC
3W, NEMA 3R, ASCO
D300L SERIES PTLC, #2 BTCW TO GROUNDING SYSTEM
OR APPROVED EQUAL (DO NOT BEND TO NEUTRAL)
PROPOSED 2" GRC OR LIQUID
PURCELL HPL3 600A TIGHT CONDUIT FOR AC POWER
BATTERY CABINET (CONTRACTOR TO SUPPLY
(BATTERY BACKUP)All- SIZE/QUANTITY CONDUCTORS PER
MANUFACTURER SPECIFICATIONS)
#2 BTCW TO GROUNDING SYSTEM,
PURCELL HPL3 600A TYP. (DO NOT BEND TO NEUTRAL)
SITE SUPPORT CABINET
NOTE:
CONTRACTOR TO CONFIRM WITH
LOCAL UTILITY PROVIDER PRIOR
TO CONSTRUCTION
2 I ELECTRICAL ONE -LINE DIAGRAM
NOT TO
SCALE
NOT TO
SCALE
INFIN Y�
NOTE: \
REFER TO UCR FOR EACH
\ CARRIER.
EXISTING UTILITY POLE —
\ WITH CONDUIT DROP J_
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FROM PROPOSED TELCO P.O.C.
(T.B.D.) TO PROPOSED TELCO
1 VAULT IN COMPOUND
21 PROPOSED TELCO VAULT
IN COMPOUND
1 PROPOSED T-MOBILE POWER
°I ROUTE FROM METER BANK
TO T-MOBILE H-FRAME
PROPOSED T-MOBILE FIBER
ROUTE FROM TELCO VAULT
TO T-MOBILE H-FRAME
°I
PROPOSED U.G. POWER ROUTE
FROM POWER P.O.C. AT
TRANSFORMER TO METER
01 BANK ON UTILITY H-FRAME
11
EXISTING LIGHT POLE, TYP.
EXISTING POWER ROUTE
0
ll
EXISTING PAD MOUNTED
TRANSFORMER
EXISTING TELCO PEDESTAL
EXISTING TELCO PEDESTAL
❑ EXISTING TELCO VAULT
EXISTING UTILITY POLE
318684-166756
a a
1 22"x" SCALE: 1/" = 1'-0"
UTILITY ROUTING PLAN
11"x1717" SCALE: 1/3232" = 1'-0" 16' 12' 8' 4' 0' 16'
8 100% CONSTRUCTION TJB 03/16/23 SURVEYED: SCALE:
VERTICAL: NAVD 1988
7 100% CONSTRUCTION TJB 02/27/23 DESIGNED: 1 / 1 6"=1 ' HORIZONTAL: NAD 1983/1991 Aoffivak
CITY OF
Q
DRAWN:
6 100% CONSTRUCTION TJB 01 /10/23 TJB RENTON
5 100% CONSTRUCTION TJB 12/19/22
T,1g ONE INCH DATUM VAM19F
4 100% CONSTRUCTION TJB 10/25/22 r CHECKED:
PD AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
NO. REVISION BY DATE APPR I APPROVED: SCALE ACCORDINGLY
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DATE: `
CROWN CASTLE 831070 A -TEAM 03O/16/23
FlEL
UTILITY ROUTING PLAN & DETAILS z
PAGE:
DRAWING N0:
2902 NE 12TH ST O
RENTON, WA 98056 SHEET: E1 OF: 1 7
U