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XPO LOGISTICS RENTON
STORMWATER FILTRATION SYSTEM
400 SW 34th STREETco
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RENTON, WASHINGTON 98055CD
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APRIL 2023
PROJECT NUMBER: 11207014
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AREA MAP
0 250 500 ft
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FOR CITY PERMITTING
D ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS 4-5-2023
C ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS 3-16-2023
B ISSUE FOR PERMIT 1-9-2023
A ISSUE FOR PRELIMINARY 12-20-2022
NO. REVISION BY DATE
SURVEYED:
DESIGNED:
FM
DRAWN:
JB
CHECKED
AP P R APPROVED:
AV
DRAWING INDEX
SHEET No.
SHEET TITLE
G-0001
COVER SHEET
C-0001
CIVIL GENERAL NOTES
C-1001
SITE PLAN
C-1002
AS BUILT SURVEY
C-1003
OUTFALL #1 (SOUTH)
C-1004
OUTFALL #2 (NORTH)
C-6001
EROSION CONTROL DETAILS
C-6002
SITE DETAILS
M-0001
PROCESS FLOW DIAGRAMS
S-0001
STRUCTURAL NOTES
S-6001
STRUCTURAL DETAILS
GHD Inc.
' 9725 Third Avenue NE Suite 204
Seattle Washington 98115 USA
T 1 425 563 6500 �■
www.ghd.com
Conditions of Use
PURPOSES This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of
GHD. This document may only be used by GHD's client (and any other person who GHD has agreed can use this
document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.
SCALE:VER`n_
HORIZONTAL- NAD 1983/1991
AS NOTED %R]
CITY 0 F
RENTON
ONE INCH DATU M VAWSV
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
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REGIONAL FIRE AUTHORITY
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STORMWATER FILTRATION SYSTEM FIELDBOOK: 5�
PAGE: G
11207014 DRAWING NO:
COVER SHEET G-0001 0
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GENERAL CONSTRUCTION NOTES:
1. THE DESIGN AND CONSTRUCTION OF ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST
REVISION AND/OR VERSION OF ALL CODES AND REFERENCE STANDARDS.
2. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND MEASUREMENTS AT THE SITE
AND REPORT TO THE ENGINEER ANY DISCREPANCIES OR UNSATISFACTORY CONDITIONS WHICH MAY
ADVERSELY AFFECT THE PROPER COMPLETION OF THE JOB BEFORE PROCEEDING WITH THE WORK.
3. DO NOT SCALE DRAWINGS.
4. ALL DIMENSIONS ON THE DRAWINGS ARE IN FEET AND INCHES UNLESS NOTED OTHERWISE.
5. MAINTAIN A SET OF DRAWINGS ON SITE AND UPDATE FREQUENTLY WITH CONSTRUCTION RECORD
INFORMATION.
6. THE LANDOWNER/OPERATOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL PERMITS
AND EASEMENTS. THIS INCLUDES ALL FEDERAL, STATE AND LOCAL PERMITS. THE
LANDOWNER/OPERATOR IS TO ENSURE THAT THE CONTRACTOR HAS ACQUIRED ALL PERMITS.
7. THE LANDOWNER/OPERATOR IS RESPONSIBLE FOR CHECKING AND COMPLYING WITH ALL LOCAL
ORDINANCES THAT MAY AFFECT THE PROJECT.
8. ALL CONSTRUCTION SHALL BE CARRIED OUT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
ALL COMPONENTS OF THE COMPLETED SYSTEM SHALL CONFORM TO THE LINES, GRADES,
ELEVATIONS, DIMENSIONS AND MATERIALS SHOWN ON THE PLANS.
9. ANY CHANGES IN THE PLANS OR SPECIFICATIONS MUST BE APPROVED BY GHD PRIOR TO BEING
MADE. CHANGES ARE TO BE REVIEWED BY THE LANDOWNER/OPERATOR FOR CONCURRENCE.
SUBSTITUTIONS FROM SPECIFIED PRODUCTS AND MATERIALS SHALL BE APPROVED BY THE ENGINEER
PRIOR TO ORDERING OF MATERIALS.
10. APPROVED SHALL MEAN APPROVED IN WRITING BY THE ENGINEER OF RECORD.
11. GHD MAKES NO REPRESENTATION AS TO THE EXISTENCE OR NONEXISTENCE OF ANY UTILITIES AT
THE CONSTRUCTION SITE. IT IS THE RESPONSIBILITY OF THE LANDOWNER/OPERATORS AND
CONTRACTORS TO ASSURE THEMSELVES THAT NO HAZARD EXISTS OR THAT NO DAMAGE WILL
OCCUR TO UTILITIES. DIGGERS HOTLINE SHOULD BE NOTIFIED AT 811 (JULIEBEFOREYOUDIG.COM) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO EXCAVATION.
12. ALL DISTURBED AREAS SHALL BE RESTORED TO PRECONSTRUCTION CONDITIONS SUCH AS
CONCRETE FINISH TOPSOILED, FERTILIZED, SEEDED, AND MULCHED OR OTHERWISE STABILIZED AS
REQUIRED ON THE CONSTRUCTION PLANS.
13. CLEAR AND GRUB ALL AREAS NECESSARY FOR THE CONSTRUCTION OF ALL STRUCTURES.
14. DELIVER, HANDLE, AND STORE ALL MATERIALS IN A MANNER AS TO AVOID ANY DAMAGE.
HEALTH AND SAFETY NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR KNOWING AND FOLLOWING ALL APPROPRIATE SAFETY
STANDARDS.
2. HARD HATS MUST BE WORN BY ANYONE ON THE SITE WHO MAY BE EXPOSED TO FALLING OBJECTS
OR ANYONE WITHIN OPERATING RANGE OF OVERHEAD CONSTRUCTION EQUIPMENT. OVERHEAD
CONSTRUCTION EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, BACKHOES, CRANES, DRAGLINES AND
FRONT-END LOADERS. EQUIPMENT OPERATORS WITHIN ENCLOSED VEHICLES ARE ALSO REQUIRED
TO WEAR HARD HATS.
FOUNDATION, EXCAVATION AND BACKFILL NOTES
1. BACKFILL MATERIAL AROUND WALLS SHALL BE NATIVE MATERIAL FREE FROM ORGANIC AND
DELETERIOUS MATERIAL. SOFT CLAY MATERIAL SHALL NOT BE USED AS BACKFILL MATERIAL UNLESS
APPROVED BY THE GEOTECHNICAL ENGINEER.
2. BACKFILL TO BE PLACED AND COMPACTED IN ACCORDANCE WITH IOWA STATEWIDE URBAN DESIGN
AND SPECIFICATIONS DIVISION 2 - EARTHWORK.
3. THE LINE OF SLOPE BETWEEN ADJACENT EXCAVATIONS FOR FOOTINGS SHALL NOT EXCEED THE
LIMITS DETERMINED BY THE GEOTECHNICAL ENGINEER. DESIGN AND CONSTRUCT ADEQUATE
SHORING AS REQUIRED. SHORING IS TO BE DESIGNED BY A PROFESSIONAL ENGINEER.
4. MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 PSF, MINIMUM SOIL SUBGRADE MODULUS OF
K=100 PCI.
CAST -IN -PLACE CONCRETE NOTES
1. ALL MATERIALS AND CONSTRUCTION PRACTICES SHALL BE IN ACCORDANCE WITH THE LATEST
APPLICABLE ACI SPECIFICATIONS/GUIDELINES. THESE INCLUDE, BUT ARE NOT LIMITED TO, ACI 301,
304R, 305, 306, 308, 315.
2. CONCRETE DESIGN IN ACCORDANCE WITH ACI 318-14. MINIMUM CONCRETE COMPRESSIVE STRENGTH
SHALL BE 4,500 PSI AT 28 DAYS. CONTRACTOR MUST PROVIDE MIX DESIGN TO OWNER FOR
APPROVAL.
3. CONCRETE FORMS SHALL HAVE SUFFICIENT STRENGTH AND RIGIDITY TO HOLD THE CONCRETE AND
WITHSTAND THE NECESSARY PRESSURE, TAMPING, AND VIBRATION WITHOUT DEFLECTION FROM THE
PRESCRIBED LINES. THEY SHALL BE MORTAR -TIGHT AND CONSTRUCTED SO THAT THEY CAN BE
REMOVED WITHOUT HAMMERING OR PRYING AGAINST THE CONCRETE. THE INSIDE OF THE FORMS
SHALL BE OILED WITH A NON -STAINING MINERAL OIL OR THOROUGHLY WETTED BEFORE CONCRETE IS
PLACED.
4. METAL TIES OR ANCHORAGES SHALL BE FULL DIMENSION. NOMINAL SIZE WALL TIES ARE NOT
PERMITTED. WALL TIE ENDS MUST BE BROKEN OFF MINIMUM 1/2" INSIDE THE WALL AND PATCHED
WITH AN APPROVED PATCHING MATERIAL. TIE PATCHING IS REQUIRED ON BOTH THE INSIDE AND
OUTSIDE OF CONCRETE STRUCTURES.
5. ALL CONCRETE FOR WALLS SHALL BE CONSOLIDATED WITH INTERNAL TYPE MECHANICAL VIBRATORS.
CONCRETE SHALL BE PLACED CONTINUOUSLY IN HORIZONTAL LIFTS NOT GREATER THAN 20 INCHES
AND AS TO NOT CREATE COLD JOINTS. CONCRETE BEING PLACED SHALL NOT BE DROPPED FROM A
HEIGHT GREATER THAN 6 FEET.
6. DO NOT PLACE BACKFILL LOADS ON WALLS UNTIL THE CONCRETE HAS ACHIEVED 100% OF THE 28-DAY
DESIGN STRENGTH.
7. NO CUTTING OR DRILLING IN HARDENED CONCRETE IS PERMITTED WITHOUT APPROVAL FROM THE
ENGINEER.
8. PIPES, HOLES, AND PENETRATIONS TO BE INSTALLED BETWEEN REINFORCING. DO NOT CUT REBAR
FOR PIPES, HOLES, AND OTHER PENETRATIONS, UNLESS DONE IN ACCORDANCE WITH DRAWINGS.
9. PROVIDE 1" CHAMFER ON ALL EXPOSED CONCRETE EDGES.
10. THE STEEL REINFORCED CONCRETE PADS LOAD BEARING CAPACITIES WERE DESIGNED WITH A
PRESUMPTIVE LOAD BEARING ASSUMPTION OF SOIL BEARING CAPACITY OF 1,500 LBS/SF PER
SECTION 1806.2 AND PRESUMPTIVE LOAD BEARING VALUES TABLE 1806.2
11. REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60
SPECIFICATIONS. ALL REINFORCING MATERIAL SHALL BE FREE OF DIRT, LOOSE RUST, SCALE OIL,
PAINT OR OTHER COATINGS. WELDING OF REINFORCEMENT STEEL IS NOT PERMITTED.
12. REINFORCING STEEL AND WATERSTOP SHALL BE ACCURATELY PLACED IN POSITION AS SHOWN ON
THE PLANS AND FIRMLY ANCHORED TO PREVENT DISPLACEMENT DURING PLACEMENT OF CONCRETE.
INSERTION OF STEEL INTO FRESH CONCRETE IS NOT PERMITTED.
13. BAR SPLICE AND DEVELOPMENT LENGTHS ARE TO BE IN ACCORDANCE WITH ACI 318-11 CL. 12.2.3, AS
LISTED BELOW. UNLESS NOTED OTHERWISE ON DRAWINGS.
BAR SIZE
LAP SPLICE LENGTH
(FOR SLABS)
DEVELOPMENT
LENGTH
HOOK
LENGTH
HOOK DEVELOPMENT
LENGTH
#3
12"
9"
6"
7"
#4
15"
12"
8"
101,
#5
191,
15"
101,
12"
#6
23"
181,
12"
15"
#7
33"
25"
14"
17"
#8
371'
291'
16"
191,
(BASED ON STANDARD WEIGHT CONCRETE, GRADE 60 REINFORCING BARS, F'C = 4,500 PSI)
MULTIPLY THE LAP & DEVELOPMENT LENGTHS ABOVE BY 1.3 FOR TOP BARS AND 1.5 FOR EPDXY
COATED BARS MULTIPLY THE HOOK DEVELOPMENT LENGTHS ABOVE BY 1.2 FOR EPDXY COATED
BARS.
14. WHEN BARS OF DIFFERENT SIZE ARE LAP SPLICED, LAP LENGTH SHALL BE THE LARGER OF:
A) DEVELOPMENT LENGTH OF LARGER BAR
B) LAP LENGTH OF SMALLER BAR
15. THE MIN. CLEAR DISTANCE BETWEEN REINFORCING STEEL AND SURFACE OF CONCRETE MUST BE AS
FOLLOWS:
WALLS: 2" TO EXT. & INT. FACE
FOOTINGS & SLABS: 3" TO BOTTOM FACE CAST AGAINST EARTH, 2" TO TOP FACE AND SIDES
16. REINFORCING IS TO BE GENERALLY DETAILED IN ACCORDANCE WITH CRSI MANUAL OF STANDARD
PRACTICE (LATEST EDITION).
17. IF THE DEPTH OF A FOOTING/FOUNDATION IS SUCH THAT A HOOK DEVELOPMENT LENGTH CANNOT BE
ACHIEVED FOR THE VERTICAL WALL DOWELS, THE HORIZONTAL LEG LENGTH OF THE DOWEL SHALL
BE EQUIVALENT TO THE DEVELOPMENT LENGTH OF THE BAR.
18. BARS LABELED "MID" TO BE LOCATED AT MID -DEPTH OF THE SECTION.
19. ALL REINFORCING AND WATERSTOP TO BE INSPECTED BY THE ENGINEER BEFORE POURING
CONCRETE.
20. CONSTRUCTION JOINTS SHALL BE MADE AND LOCATED SO AS NOT TO IMPAIR THE STRENGTH OF THE
STRUCTURE. IF CONSTRUCTION JOINTS ARE NOT SPECIFICALLY LOCATED ON THE DRAWINGS AND
THERE IS ANY DOUBT CONCERNING THE LOCATION, THE CONTRACTOR MUST CONSULT WITH THE
ENGINEER.
21. WHERE A CONSTRUCTION JOINT IS TO BE MADE, THE SURFACE OF THE SET CONCRETE SHALL BE
THOROUGHLY CLEANED AND BE IN DAMP CONDITION WITH NO FREE WATER ON THE SURFACE,
IMMEDIATELY BEFORE PLACING ADJACENT CONCRETE. REINFORCING STEEL PROJECTED THROUGH A
CONSTRUCTION JOINT SHALL BE THOROUGHLY CLEANED OF FLAKY RUST, MUD, OIL, DRIED CONCRETE
OR ANY OTHER COATINGS THAT WOULD COMPROMISE THE BOND.
22. CONSTRUCTION JOINTS AS SHOWN ON DRAWING.
23. WATERSTOP SHALL BE MADE OF PVC OR HYDROPHILIC COMPOUND. THE WATERSTOP SHALL BE THE
TYPE AND SIZE SPECIFIED ON THE CONSTRUCTION DRAWINGS. ALL PVC WATERSTOP INTERSECTIONS
SHALL BE FACTORY WELDED. WATERSTOP SHALL BE THOSE LISTED BELOW OR ENGINEER APPROVED
EQUIVALENT. 6-INCH WATERSTOP SHALL BE GREENSTREAK NO. 709 OR ENGINEER APPROVED
EQUIVALENT
24. ALL SPECIFIED SEALANTS SHALL BE THOSE LISTED BELOW, AND/OR ENGINEER APPROVED
EQUIVALENT. SIKAFLEX 1A - ONE COMPONENT, POLYURETHANE BASED ELASTOMERIC SEALANT
25. CURING COMPOUND SHALL BE A LIQUID MEMBRANE -FORMING COMPOUND SUITABLE FOR SPRAYING
ON THE CONCRETE SURFACE. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF ASTM
C309 TYPE 2 (WHITE PIGMENTED).
26. ISOLATION JOINT MATERIAL SHALL BE MIN. 1/2" THICK ASPHALT IMPREGNATED FIBERBOARD, TO ASTM
D1751.
27. EPDXY ANCHORING COMPOUND SHALL BE ULTRABOND1 TWO COMPONENT EPDXY ANCHORING GEL,
TESTED IN ACCORDANCE WITH ASTM E488-10 & ASTM E1512-01, OR ENGINEER APPROVED
EQUIVALENT.
28. FIELD TEST SHALL BE CONDUCTED ON THE CONCRETE DURING PLACEMENT AND SHALL CONFORM TO
A CONCRETE STRENGTH OF 4,500 PSI, AIR ENTRAINMENT OF 6% + OR -, AND A SLUMP OF 5 INCHES.
APPROXIMATELY 6 CONCRETE CYLINDERS SHALL BE CAST EVERY 150 CUBIC YARDS AND STRENGTH
TESTED AT 7 DAYS AND 28 DAYS.
SOIL NOTES
1. SUBGRADE SOILS SHALL BE COMPACTED TO STANDARD PROCTOR 95% MAXIMUM DRY DENSITY PER
ASTM D698.
2. SUBBASE SHALL BE 12" GRAVEL TO MEET THE REQUIREMENTS OF SECTION 9-03.12(1)(B) -CLASS B
DIVISION 9 MATERIALS - 2023 STANDARD SPECIFICATIONS WSDoT.
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GHD Inc.
' 9725 Third Avenue NE Suite 204 DEVELOPMENT ENGINEERING
Seattle Washington 98115 USA I
T 1 425 563 6500 ■� yqi 04/13/2023
www.ghd.com
Conditions of Use
This document and the ideas and designs incorporated herein, as an instrument professional service, is the property of
FOR
CITY
PERMITTING
PURPOSES
n who GHD has agreed can use this
GHD. This document may only be used by GHD's client (and any other person
document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.
SURVEYED:
D
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
4-5-2023
DESIGNED
C
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
3-16-2023
B
ISSUE FOR PERMIT
1-9-2023
DRAWN: JB
A
ISSUE FOR PRELIMINARY
12-20-2022
CHECKED
NO.
REVISION
BY
DATE
APPR
APPROVEAV
SCALE: DATE:
NONE HOR ONiAL• NAD 1983/1991 CITY OF X P O LOGISTICS R E N TO N 4-5-2023
RENTON STORMWATER FILTRATION SYSTEM FIELDBOOK:
%R]11207014 PAGE:
ONE INCH DATUM 17 * DRAWING N0:
AT FULL SCALE Planning/Building/Public Works Dept. CIVIL GENERAL NOTES C-000
IF NOT ONE INCH
SCALE ACCORDINGLY
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INSTALL STORMWATER TREATMENT SYSTEM AT TWO LOCATIONS AS SHOWN.
WORK AT EACH LOCATION WILL INCLUDE THE FOLLOWING:
1. MOBILIZE; CONDUCT PUBLIC AND PRIVATE UTILITY LOCATES.
2. INSTALL A 6' HIGH, POST -DRIVEN, CHAIN -LINK, TEMPORARY TREE PROTECTION FENCE
AROUND THE DRIP LINES OF ALL TREES TO BE RETAINED. THIS FENCE SHALL REMAIN IN
PLACE UNTIL ALL CONSTRUCTION ACTIVITIES HAVE CONCLUDED.
3. EXCAVATE FOR CONCRETE PAD FOUNDATIONS.
4. FORM, REINFORCE, AND POUR TWO CONCRETE PAD FOUNDATIONS.
5. PLACE AND ANCHOR STORMWATERx TREATMENT SYSTEM ON EACH PAD.
6. INSTALL PUMP SYSTEM.
7. INSTALL AN 8' HIGH, TEMPORARY SECURITY AND SCREENING FENCE AROUND EQUIPMENT
ALLOWING SUFFICIENT SPACE FOR MAINTENANCE OF EQUIPMENT AND ANY ABOVE
GROUND PIPING.
8. CORE DRILL VAULT LIDS OF ON -SITE PRIVATE STORMWATER OUTFALLS.
9. FURNISH AND INSTALL SCHEDULE 40 PVC PIPING AND CONNECTIONS, INCLUDING 4" PVC
PIPING FROM PUMP OUTLET TO FILTRATION SYSTEM INLET AND 6" PVC PIPING FROM
FILTRATION SYSTEM OUTLET TO EACH OUTFALL OUTLET.
10. FURNISH AND INSTALL PIPE SUPPORTS AS NECESSARY TO SECURE PIPE IN MANHOLES
AND ABOVEGROUND.
11. PIPING AND SUPPORTS MENTIONED ABOVE ARE TEMPORARY FOR A PERIOD OF UP TO 12
MONTHS FROM THE PERMIT ISSUANCE DATE WHEN THEY WILL BE REPLACED WITH THE
PERMANENT SYSTEM. IF THE PERIOD EXCEEDS 12 MONTHS, THE SYSTEM OPERATOR WILL
NOTIFY THE CITY OF RENTON.
12. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AT
BOTH OUTFALLS AS INDICATED PER DETAILS ON SHEET C-6001.
TOTAL REPLACED IMPERVIOUS SURFACE: 740 SF
TOTAL DISTURBED AREA (EXCAVATION/BACKFILL): 800 SF 144 CY
NOTE: REFERENCE BASED ON FIELD SURVEY BY
CONTOUR ENGINEERING, LLC. DATED DECEMBER 19, 2022
(SEE ATTACHED SURVEY FOR REFERENCE ONLY)
N01'56'10"E 1551.56'(M) / 1551.67'(P)
M AVENUE
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9725 Third Avenue NE Suite 204
22032365 / SURFACE WATER UTILITY �, DEVELOPMENT ENGINEERING
Seattle Washington 98115 USA %'+ IL
ss, T 1 425 563 6500 %I. J Farah 04/14/2023 ' yq i 04/13/2023 ' J
www.ghd.com —
yr S�2oZ
Conditions of Use
FOR
CITY
PERMITTING
PURPOSES
This document and the ideas and designs incorporated herein, as an instrument professional service, is the property of
n who GHD has agreed can use this
GHD. This document may only be used by GHD's client (and any other person
D ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS 4-5-2023
C ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS 3-16-2023
B ISSUE FOR PERMIT 1-9-2023
A ISSUE FOR PRELIMINARY 12-20-2022
NO. REVISION BY DATE
document) for the purpose for which It was prepared and must not be used by any other person or for any other purpose
SURVEYED:
SCALE:
1 M=606
V
HORI ONTAL• N D1983/1991
1, A
DATU IVI
-
CITY OF
RENTON
Planning/Building/Public Works Dept.
DESIGNED
DRAWN: JB
ONE INCH
CHECKED
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLAV
AP P R
APPROVED:
0 60 120
SCALE: 1" = 60'
XPO LOGISTICS RENTON
STORMWATER FILTRATION SYSTEM
11207014
SITE PLAN
LL
Ir
LU
Q
DATE:
4-5-2023
FIELDBOOK:
PAGE.
DRAWING NO:
C-1001
0
CO
SHEET: 3 OF,
11
,W'Nej I';
LEGAL DESCRIPTION:
ASBUILT SURVEY
A PORTION OF THE SE 1/4 OF THE NW 1/4 AND A PORTION OF THE NE 1/4 OF THE SW 1/4
OF SECTION 30, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON
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=e_^
4521W�M '
"q11fY$�W
3=<SG>
LOTS 5 AND 8, BLOCK 1 BURLINGTON NORTHERN ORILLA
INDUSTRIAL PARK RENTON DIVISION NO.1, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME IDS OF PLATS,
PAGES 12 AND 13. RECORDS OF KING COUNTY, WASHINGTON
SITUATE IN THE COUNTY OF KING. STATE OF WASHINGTON.
BASIS OF BEARING:
GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS1
LAMBERT GRID WASHINGTON STATE NORTH ZONE COOROINATES.THE
NORTH AMERICAN DATUM OF 1983/2011 (NAD 83/2011 EPOCH 2O10.00)
GRID COORDINATES WERE FOUND TO BE 166923.525/ 1297760.869
AT A MONUMENT INCASED, LOCATED AT THE INTERSECTION OF
SOUTHWEST 34TH STREET AND EAST VALLEY HIGHWAY. THE INVERSE
OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 1. 6000026554
AND THE GRID SCALE FACTOR OF 1,
0000098718 WAS APPLIED
TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES.
VERTICAL DATUM:
BASE:
HELD CITY OF RENTON BENCHMARK NO.1544
ELEVATION: 19.757 FEET (NAVD 88)
SITE:
TOP OF BRASS DISC, INCASED. IN THE CENTER OF THE
CUL-DE-SAC AT THE EAST ENO OF SOUTHWEST 29TH STREET.
ELEVATION: 19.74 FEET
m mm ¢ Cn .
$ W
QQ = W 3
aoF-ar
Z a �
aoa��
ccI—W O
H 11CC u
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SURVEYOR NOTES:
1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED
BY FIELD TRAVERSE UTILIZING A TWO (2) SECOND THEODOLITE
WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER
(TRIMBLE S61AND REAL TIME KINEMATIC (RTK) GLOBAL POSITIONING
SYSTEM (GPS) (TRIMBLE RIO). LINEAR AND ANGULAR CLOSURE OF
THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090.
2) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS
THEY EXISTED NOVEMBER 15. 2022. THE DATE OF THIS FIELD SURVEY.
3) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE.
ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE
OF THEIR INSTALLATION ARE SHOWN HEREON.
4) THE LEGAL DESCRIPTION SHOWN HEREON IS AS PROVIDED BY THE
CLIENT. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED.
5) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR
TO PROPERTY LINES.
6) THE PURPOSE OF THIS SURVEY IS TO LOCATE THE STORM SYSTEM
ON SITE.
7) ELEVATION CONTOURS SHOWN HEREON ARE DERIVED FROM FIELD
MEASUREMENTS AND MEET OR EXCEEED THE MINIMUM ACCURACY CRITERIA
OF THE NATIONAL MAPPING STANDARD, BEING ONE-HALF THE CONTOUR
INTERVAL.
----- --- ---
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1446.34'(P)
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LIND AVENUE
EASEMENT NOTES:
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— — — —
6' CYCL FENCE
— — — — — — —
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1. 10' LANDSCAPING AND UTILITY EASEMENTS. FILED UNDER RECORDING
N0.7809250902. SHOWN HEREON. AFFECTS NORTH, EAST AND SOUTH
PROPERTY LIDS AND THE COMMON PROPERTY LINE BETWEEN LOTS
5 AND B OF BLOCK 1 BURLINGTON NORTHERN ORILLA INDUSTRIAL PARK.
2. AN ELECTRICAL TRANSMISSION AND/OR DISTRIBUTION SYSTEM EASEMENT
FILED UNDER RECORDING NO.7906060702. AS SHOWN ON DOCUMENT FILED
UNDER RECORDING NO.20221104160652104, AFFECTS THE WEST PROPERTY
LINE. EASEMENT DOCUMENT CANNOT BE FOUND ON-LINE.
3, A 20' RAILROAD EASEMENT, FILED UNDER RECORDING NO.7903130592.
AS SHOWN ON DOCUMENT FILED UNDER RECORDING NO.20221104160652104
AFFECTS THE WEST PROPERTY LINE. EASEMENT DOCUMENT CANNOT BE
FOVN0 ON-LINE.
A. A 15' CITY OF RENTON UTILITY EASEMENT, FILED UNDER RECORDING NO.
8012290366 AS SHOWN ON DOCUMENT FILED UNDER RECORDING NO.
20221104160652104, AFFECTS THE WEST PROPERTY LINE. EASEMENT
DOCUMENT CANNOT BE FOUND ON-LINE.
5. A 10' WALK AND LANDSCAPE EASEMENT FILED UNDER RECORDING NO.
8101120506 AS SHOWN ON DOCUMENT FILED UNDER RECORDING NO.
20221104160652104, AFFECTS THE NORTH PROPERTY LINE. EASEMENT
DOCUMENT CANNOT BE FOUND ON-LINE.
A. A 20' WATER EASEMENT, FILED UNDER RECORDING NO.7505210388,
AS SHOWN ON DOCUMENT FILED UNDER RECORDING NO.20221104160652104,
AFFECTS THE NORTH PROPERTY LINE. EASEMENT DOCUMENT CANNOT BE
FOUND ON-LINE.
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LEGEND:
0 = MONUMENT FOUND AS NOTED, VISITED 11-8-2022.
= SET /4 REBAR WITH RED PLASTIC CAP STAMPED
'CONTOUR PLS 3B965'.
X SET TACK IN LEAD WITH WASHER STAMPED
'LS 38965'.
- FOUND REBAR AS NOTED.
p = FOUND TACK IN LEAD AS NOTED.
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OUTFALL #1 SOUTH
CATCH BASIN 18
STANDARD GRATE
TYPE II
RIM 21.48
TOP OF 18" CMP STANDPIPE 20.18
BOTTOM OF 18" STANDPIPE 14.54
BOTTOM OF STRUCTURE 10.32
12" CONIC NW 15.30 IE
18" CMP SE 13.80 IE
12" CMP NE 14.17 IE
8" PVC SE 17.98 IE
*TOP OF 8" PVC SITTING IN
18" CMP PIPE. PIPE RUNS SE
TO NW, TURNING UP AT THE NW.
THIS COMES UP INTO RETURN
LINE TO PUMP, 14.66,
*8" PVC UNDER WATER COMES
UP TO SUPPLY LINE TO FILTERS
AND HOLDING TRUCK, 11.57.
CATCH BASIN 17
STANDARD GRATE
RIM 19.63
12" CMP E 15.48 IE
12" CMP N 15.65 IE
0
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�I �II BUILDING
�❑ �I
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STANDARD GRATE \�\ 21.0
RIM 19.68
12" CMP SE 16.05 IE\�\
12" CMP N 16.22 IE \\
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SITE PARKING II
(SEE NOTE 3) +II
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L�
W
z
0
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0
0
00
(D PROPOSED
CONCRETE PAD
K
1
ZO
2
NOTE: A CERTIFIED ARBORIST WILL BE
PRESENT DURING EXCAVATION ACTIVITIES
TO ENSURE THE PROTECTION OF THE
TREES AND THEIR ROOT SYSTEMS.
EROSION CONTROL PLAN
SCALE: N.T.S.
III I
II I
I I
II I
I I
II I
111
III I
I I
II I
� I I
21' II I
5 II
�2 I
III
II I
I I
II ICATCH BASIN 16 II
STANDARD GRATE II
RIM 19.54 II
12" CMP S 15.89 IE
12" CMP NW 15.94 IE t<II
II I
I I
I I '
II CATCH BASIN 14
II STANDARD GRATE
RIM 20.05
II 12" CMP S 15.30 IE
�II 12" CMP N 15.28 IE
II
J� J
GENERAL NOTES:
c
1. REFER TO CERTIFIED ARBORIST'S REPORT DATED 3-3-2023 FOR SITE RECOMMENDATIONS
ON BEST MANAGEMENT PRACTICES.
w
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2. DIESEL PUMP IS EQUIPPED WITH AN AUTO START/STOP CAPABLE CONTROL PANEL
z
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PROGRAMMED TO COMMUNICATE WITH PRESSURE TRANSDUCERS/FLOATS SET AT
PRE -DETERMINED WATER LEVELS OF THE CATCH BASIN.
w
3. THE SITE HAS A TOTAL OF 54 PARKING SPACES. THE CRITERIA FOR PARKING IS 1 SPACE
U
PER 1,500 SQUARE FEET OF NET FLOOR AREA. THE TWO BUILDINGS TOTAL 50,660 SQUARE
'Cfl
L J
FEET / 1,500 = 34 SPACES REQUIRED. 7 PARKING SPACES ARE NEEDED FOR THE
00
INSTALLATION OF THE FILTER. THIS LEAVES 47 SPACES AVAILABLE FOR PARKING.
O
O
4. THE EXISTING LANDSCAPING WILL BE USED IN CONJUNCTION WITH THE TEMPORARY
O
SECURITY FENCING TO SCREEN THE SURFACE MOUNTED EQUIPMENT. THE TEMPORARY
N
FENCING WILL BE 8 FEET TALL CHAIN LINK WITH PRIVACY SCREEN (SEE DETAIL ON SHEET
V
N
C-6002).
u I I :
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PROPERTY
1 I BOUNDARY
II
II I
� 11
11
�II I : <
CATCH BASIN 15
1 , STANDARD GRATE
�� RIM 19.57
12" CMP SW 14.83 IE
12" CMP N 15.01 IE
2 \ I \ „„ „ FOUND X ON 1 1/8
ALUMINUM CAP, ON
REBAR (UNREADABLE)
VISITED 11,/17/2022
N68'0045W 0.18 FROM
J CALCULATED POSITION
�♦ w\� �( �w wl, d�`w �v/ W W \W I I I� �'w w w w `40
�
W W W W W W W �W W W ' ✓ W W W W W W V
-4(�°iVCr 265.02' C
265.00'�P�
EXISTING TREE
DRIP LINE (TYP.)
N87°51'30"W 1316.52'(C) / 1316.45'(P) - -
CATCH BASIN SW 34TH STREET
STANDARD GRATE
RIM 20.36
8" CONIC N 17.26 IE
8" CONIC S 17.61 IE
(COULD NOT FIND
NORTHERLY CONNECTION)
10' LANDSCAPING & (UTILITY
EASEMENT RECORDIN� NO,7809250902
of
of
of
I
I
STORM DRAINAGE MANHOLE
KEY NOTES:
ORAISE TREE CANOPIES AS SHOWN (SEE CERTIFIED ARBORIST'S REPORT DATED
3-3-2023).
O2 INSTALL A 6' TALL, TEMPORARY TREE PROTECTION FENCE AS SHOWN ON THE PLAN
PRIOR TO COMMENCEMENT OF ANY PROJECT WORK. FENCE LOCATION SHOWN IS
FROM THE CERTIFIED ARBORIST'S REPORT. FENCE TO REMAIN IN PLACE UNTIL ALL
WORK IS COMPLETED.
OSAW CUT EXISTING ASPHALT AND EXCAVATE FOR INSTALLATION OF PROPOSED
32'-6" x 1 V-0" CONCRETE SLAB FOR AQUIP 210S FILTER SYSTEM.
OAFTER SLAB HAS CURED, INSTALL THE AQUIP 210S FILTER SYSTEM, DIESEL PUMP,
ASSOCIATED PIPING AND ELECTRICAL EQUIPMENT.
O5 INSTALL AN 8' TALL TEMPORARY SECURITY FENCE WITH PRIVACY SCREEN AROUND
THE FILTER EQUIPMENT AS SHOWN.
O6 STRAW WATTLE WILL BE PLACED AROUND CATCH BASIN 17 DURING EXCAVATION
ACTIVITIES FOR THE CONCRETE SLAB INSTALLATION TO PREVENT SILT / SEDIMENT
CONTAMINATION. REFER TO DETAILS ON SHEET C-6001.
LEGEND:
'1 El1 -- '
EXISITING CATCH BASIN
LL ==JJ
I O11
EXISTING MANHOLE
- - - - - -
EXISTING STORMWATER PIPE
PROPOSED EQUIPMENT PIPING
PROPOSED FLEXIBLE EQUIPMENT
PIPING
STRAW WATTLE 8"-10" 0
TEMPORARY SECURITY FENCE
TEMPORARY TREE PROTECTION
FENCE
EXISTING TREE WITH
DRIP LINE
APPROXIMATE LIMIT OF EXISTING
SHRUB VEGETATION
APPROXIMATE LIMIT OF RECOMMENDED
14 FOOT HIGH CANOPY
APPROXIMATE LIMIT OF RECOMMENDED
8 FOOT HIGH CANOPY
TYPE II
RIM 20.74 0X MAI?0
24" CONIC 10.66 IE 15.48 IE 4P WAS �/,i,
18" CMP NW (PLUGGED) AND TO OF yeti
HIGH IN STRUCTURE TO MEASURE
12" CONIC E 10.62 IE `' z
36" STEEL W 10.58 IE LU
12" CONIC SE 10.62 IE �r
R 22032365
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M■ IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
GHD Inc. ~
9725 Third Avenue NE Suite 204 Q
NOTE: SITE REFERENCE BASED ON FIELD SURVEY BY ' Seattle Washington 98115 USA SURFACE WATER UTILITY DEVELOPMENT ENGINEERING �'
CONTOUR ENGINEERING, LLC DATED DECEMBER 19, 2022 T 1 425 563 6500 N■ J Farah 04/14/2023 yq i 04/13/2023 J
(INCLUDED WITH THIS SUBMITTAL) www.ghd.com
LL
Conditions of Use CURRENT PLANNING
FOR CITY PERMITTING PURPOSES This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of M Herrera 04/13/2023
GHD. This document may only be used by GHD's client (and any other person who GHD has agreed can use this LLI
document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.
SURVEYED: SCALE: DATE, Q
HORIZONTAL- NAD 1983/1991 CITY OF XPO LOGISTICS RENTON 4-5-2023
D ISSUE FOR PERMIT CORRECTED PER CITY COMMENTS 4 5 2023 DESIGNED: 1 =20
C ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS 3-16-2023 FM PAGE.
STORMWATER FILTRATION SYSTEM OK:
B ISSUE FOR PERMIT 1-9-2023 DRAwN. JB RENTON 11207014 PAGE.
ONE IN DATUM DRAWING N0:
A ISSUE FOR PRELIMINARY 12-20-2022 CHECKED Dept.SOUTH SITE PLAN
AT FULL SCALE Planning/Building/Public Works
IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED• D: SCALE ACCORDINGLY OUTFALL #1 SHEET: OF:
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FENCE LINE
(2) 6" SCH 40 PVC 11_011+
PIPE OR EQUAL i
\ VARIES
SAW CUT EXISTING SIDEWALK
AT EXISTING JOINTS O
RIM 20.82' EXIST. 4' DIAM.
CATCH BASIN TYPE II
4' ±
\ TOC
\ \ \ \ \ \ \ z ° \ PIPE COLLAR
/ (SEE DETAIL
THIS SHEET)
\
FIELD ADJUST AS \
NECESSARY
\\ \ e
NOTE:
1. CONTRACTOR TO FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION.
17H STREET (� PROPOSED PIPING AT CATCH BASIN 21 (OUTFALL 92)
S88'25'08■E 722.25'(M) / 722.27'(P)
PROPERTY
BOUNDARY
CATCH BASIN 7
STANDARD GRATE
RIM 20.60
8" PVC S 18.37 IE
4" PVC E 18.93 IE
4" PVC E 18.15 IE
4" PVC N 18.83 IE
10
SCALE: N.T.S.
10' LANDSCAPING & UTILITY EASEMENT
RECORDING NO.7809250902
OUTFALL 2 NORTH
CATCH BA IN 21
STANDARD GRATE
TYPE II
RIM 20.82
TOP OF 12" CMP STANDPIPE 18.30
BOTTOM OF STRUCTURE 11.11
12" CMP S 16.26 IE
12" CMP SW 14.55 IE
12" CMP NE 14.54 IE
*TOP OF 8" PVC SITTING IN
12" CMP PIPE. PIPE RUNS NE
AND SW TO 90' UP BEND,
TO BROUND LEVEL TO SITE
(TRUCK), 15.09.
4" PVC SE 18.47 IE +/ \\
PIPE COLL^�
(TY
6" SCH 40 PVC PIPE
S88°25'08"E 196.36'
W W W
8' CYCLONE FENCE 5
-9 X� X X ,.
X-� X X
s
IV
2 \ -
2
4
21.01
FLOW
LINE OF VERTICAL CURB
INFLUENT PIPING TRANSITION /�� 21 14-
\/21.54
DIESEL PUMP
(SEE NOTE 2) \/
4
NOTE: A CERTIFIED ARBORIST WILL BE 20.54
I OVERHANG --- PRESENT DURING EXCAVATION ACTIVITIES
I TO ENSURE THE PROTECTION OF THE \/ \
I TREES AND THEIR ROOT SYSTEMS.
C
PROPOSED
CONCRETE PAD
21.3 I //
CATCH BASIN 19 I //
STANDARD GRATE I //
RIM 20.06
12" CMP SW 15.46 IE I //
4" PVC SW 17.79 IE I //
12" CMP NE 15.35 IE
\\ I BUILDING CA
ST
RI
112
12
I I
CATCH BASIN 8
STANDARD GRATE
RIM 21.22
\\ I 4" PVC NW 19.14 IE
\\ // 12" CMP NE 15.87 IE
12" CMP SW 16.05 IE
21.4
\\ F
NOTE: SITE REFERENCE BASED ON FIELD SURVEY BY
CONTOUR ENGINEERING, LLC DATED DECEMBER 19, 2022
(INCLUDED WITH THIS SUBMITTAL)
4
CATCH BASIN WALL
11,
�II
I I
20.80 /
I I
I I
I I
I I
I I
I I
I I
I I
II�
I I
I I
TCH BASIN 20 II
60.39' S OF OUTFALL #2) II
ANDARD GRATE II
M 20.07
CMP S 16.94 IE
CMP N 16.84 IE II
I I
I I
�.� IT- II
II ❑ II
II
I I
A
C-1004
PIPE COLLAR DETAIL
SCALE: N.T.S.
6" SCH 40 PVC
90' BEND
FOUND PUNCH IN
2" BRASS DISC, ENCASED,
IN THE CENTER OF
CUL-DE-SAC ON
SW 29TH STREET.
VISITED 11 /8/2022
SITE BENCHMARK
ELEVATION: 19,74 FEET
.�0XI
TIN TREE
FOUND TACK IN LEAD
nk
IN WALK.
VISITED 11/17/2022
STORM DRAINAGE
TYPE 11
' 20.97
LIGHT POLE
BASE
OR CITY PERMITTING
D ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
C ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
B ISSUE FOR PERMIT
A ISSUE FOR PRELIMINARY
NO. REVISION BY
SURVEYED:
4-5-2023
DESIGNED
3-16-2023
1-9-2023
DRAWN: JB
12-20-2022
CHECKED
DATE
APPR
APPROVED:
AV
- RIM 21.81
18" CONC S 13.21 IE
(0.5' OF MUD IN CULVERT)
18" CONC NE 13.21 IE
18" CONC NW 13.20 IE
EXISTING LANDSCAPING
(SEE NOTE 3)
CATCH BASIN
STANDARD GRATE
RIM 19.40
8" CONC S 16.54 IE
.4
� 0 �■ 0
GHD Inc.
I ' 9725 Third Avenue NE Suite 204
Seattle Washington 98115 USA
IT 1 425 563 6500 �■ ■
www.ghd.com
Conditions of Use
PURPOSES This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of
GHD. This document may only be used by GHD's client (and any other person who GHD has agreed can use this
document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.
SCALE: VER'nI
V 1 M=20' HORI ONI N D1983/1991
CITY OF
RENTON
ONE INCH I DATU M
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
GENERAL NOTES:
1. REFER TO CERTIFIED ARBORIST'S REPORT DATED 3-3-2023 FOR SITE RECOMMENDATIONS
ON BEST MANAGEMENT PRACTICES.
2. DIESEL PUMP IS EQUIPPED WITH AN AUTO START/STOP CAPABLE CONTROL PANEL
PROGRAMMED TO COMMUNICATE WITH PRESSURE TRANSDUCERS/FLOATS SET AT
PRE -DETERMINED WATER LEVELS OF THE CATCH BASIN.
3. THE EXISTING LANDSCAPING CONSISTING OF THE TREE CANOPY AND LARGE SHRUBS WILL
PROVIDE A VISUAL BARRIER TO SCREEN THE SURFACE MOUNTED UTILITY EQUIPMENT.
KEY NOTES:
O1 REMOVE TREES AS SHOWN AND INDICATED BY CERTIFIED ARBORIST'S REPORT
DATED 3-3-2023 INCLUDED WITH THIS SUBMITTAL. (1) PIN OAK WITH FUNGAL
GROWTH AT THE BASE AND (3) CEDAR TREES THAT ARE 90% NECROTIC ARE TO BE
REMOVED TO GRADE.
O2 INSTALL A 6' TALL, TEMPORARY TREE PROTECTION FENCE AS SHOWN ON THE PLAN
PRIOR TO COMMENCEMENT OF ANY PROJECT WORK. FENCE LOCATION SHOWN IS
FROM THE CERTIFIED ARBORIST'S REPORT. FENCE TO REMAIN IN PLACE UNTIL ALL
WORK IS COMPLETED.
OSAW CUT EXISTING ASPHALT AND EXCAVATE FOR INSTALLATION OF PROPOSED
32'-6" x 1 V-0" CONCRETE SLAB FOR AQUIP 210S FILTER SYSTEM.
O4 AFTER SLAB HAS CURED, INSTALL THE AQUIP 210S FILTER SYSTEM, DIESEL PUMP,
ASSOCIATED PIPING AND ELECTRICAL EQUIPMENT. SAW CUT EXISTING SIDEWALK,
OPEN TRENCH, AND INSTALL (2) 6" SCH 40 PVC WATER LINES (SEE SECTION "A" THIS
SHEET). REPLACE SIDEWALK TO MATCH EXISTING. THE SIDEWALK SHALL BE
REPLACED TO THE NEAREST JOINT.
O5 STRAW WATTLE WILL BE PLACED AROUND CATCH BASIN 19 AND OUTFALL #2 DURING
EXCAVATION ACTIVITIES FOR THE CONCRETE SLAB AND EQUIPMENT INSTALLATION
TO PREVENT SILT / SEDIMENT CONTAMINATION. REFER TO DETAILS ON SHEET
C-6001.
O6 EQUIPMENT INFLUENT PIPING TRANSITION FROM 6" SCHEDULE 40 PVC PIPING TO 4"
FLEXIBLE PIPING. THE EXACT LOCATION OF THE TRANSITION WILL BE DETERMINED
IN THE FIELD. ALL FLEXIBLE 4 PIPING SHALL BE ABOVE GROUND.
LEGEND:
rr==,
EXISITING CATCH BASIN
EXISTING MANHOLE
- - - - - -
EXISTING STORMWATER PIPE
PROPOSED 6 PVC EQUIPMENT PIPING
- - - - - -
PROPOSED 6" PVC UNDERGROUND
EQUIPMENT PIPING
PROPOSED 4" FLEXIBLE
EQUIPMENT PIPING
STRAW WATTLE 8"-10" 0
TEMPORARY SECURITY FENCE
TEMPORARY TREE PROTECTION
FENCE
EXISTING TREE WITH
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STORMWATER FILTRATION SYSTEM FlELDBOOK:
PAGE,
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NORTH SITE PLAN C-1004 0
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DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE
LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT
APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC
ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL
PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY
ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT.
3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION
COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.
4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS
PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF
RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF 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.
5. 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. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL
BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING
WATERS OF THE STATE.
6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE
TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE
WASHOUT AREAS.
7. ALL REQUIRED ESC BMPS SHALL 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 ESC BMPS 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. ALL ESC BMPS SHALL BE REMOVED AFTER
CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION,
MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.
8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.
9. THE ESC BMPS 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 APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS 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
APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM
REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS,
CHANNELS, OR STORMWATER FACILITIES.
11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST
THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.
13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.
14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT.
INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM
DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED
TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING
CONDITION.
17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. 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.
18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL
PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE
TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT
FACILITY.
19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT,
ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.
20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR
SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.
AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE,
ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY
FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM,
DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH
WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.
22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS
RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF
ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NITS)
AO% 4STD. PLAN - 268.00
• PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR D:
DEPARTMENT GAZ 9/28/2018 1
STANDARD PLAN NOTES
Public Works Administrator DATE
DnnD I ICT•
BASED ON 2022 SURFACE WATER DESIGN MANUAL FOR THE CITY OF RENTON, WASHINGTON:
• WATTLES - COR STD Detail 213.40 - THIS SHEET
• STORM DRAIN INLET PROTECTION - COR STD Detail 216.30 - THIS SHEET
• CONCRETE HANDLING - COR 2022 SWDM, APPENDIX D - D.2.2.1 & D.2.2.2
• SAWCUTTING AND SURFACING POLLUTION PREVENTION - COR 2022 SWDM, APPENDIX D - D.2.2.3
• DELIVERY, STORAGE, AND CONTAINMENT - COR 2022 SWDM, APPENDIX D - D.2.2.4
NOTE: REFERENCE THE 2022 SURFACE WATER DESIGN MANUAL FOR THE CITY OF RENTON, WASHINGTON AVAILABLE
ON THE CITY OF RENTON, WA WEBSITE:
https://rentonwa.gov/city hall/public_works/utility_systems/surface_water_utility_engineering/surface_water_design_standards
SPECIFICALLY APPENDIX D - CONSTRUCTION STORMWATER POLLUTION PREVENTION STANDARDS
:45 An
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
T-30', SEE NOTE 2.3
EDIMENT, ORGANIC MATTER,
ND NATIVE SEEDS ARE
APTURED BEHIND THE ROLLS
STRAW ROLLS MUST BE
PLACED ALONG SLOPE
CONTOURS
IACENT ROLLS SHALL
HTLY ABUT
WOODEN STAKE
O" DIA.
NOTES:
1. CONDITIONS OF USE
1.1. INSTALL ON DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION.
1.2. USE ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED.
1.3. CAN BE USED ALONG THE PERIMETER OF A PROJECT, AS A CHECK DAM IN UNLINED DITCHES AND AROUND TEMPORARY STOCKPILES.
1.4. WATTLES CAN BE STAKED TO THE GROUND USING WILLOW CUTTINGS FOR ADDED REVEGETATION.
1.5. RILLING CAN OCCUR BENEATH AND BETWEEN WATTLES IF NOT PROPERLY ENTRENCHED, ALLOWING WATER TO PASS BELOW AND BETWEEN WATTLES.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. IT IS CRITICAL THAT WATTLES ARE INSTALLED PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR.
2.2. NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE, ON CONTOUR, TO A DEPTH OF 3 TO 5 INCHES ON CLAY SOILS AND SOILS WITH GRADUAL SLOPES.
ON LOOSE SOILS, STEEP SLOPES, AND DURING HIGH RAINFALL EVENTS, THE TRENCHES SHOULD BE DUG TO A DEPTH OF 5 TO 7 INCHES, OR 1/2 TO 2/3 OF THE
THICKNESS OF THE WATTLE.
2.3. START CONSTRUCTION OF TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UPHILL. EXCAVATED MATERIAL SHOULD BE
SPREAD EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHOD. CONSTRUCT TRENCHES AT CONTOUR INTERVALS
OF 3 TO 30 FEET APART DEPENDING ON THE STEEPNESS OF THE SLOPE, SOIL TYPE, AND RAINFALL. THE STEEPER THE SLOPE THE CLOSER TOGETHER THE
TRENCHES SHOULD BE CONSTRUCTED. VERTICAL DISTANCE BETWEEN WATTLES IS NOT TO EXCEED 10 FEET.
2.4. INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS.
2.5. INSTALL STAKES AT EACH END OF THE WATTLE, AND AT 4 FOOT CENTERS ALONG THE ENTIRE LENGTH OF THE WATTLE.
2.6. IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL.
2.7. AT A MINIMUM, WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES. WILLOW CUTTINGS OR 3/8-INCH REBAR CAN ALSO BE USED FOR STAKES.
2.8. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE.
3. MAINTENANCE STANDARDS
3.1. INSPECT WATTLES PRIOR TO FORECASTED RAIN, DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE WET SEASON, AND AT
TWO WEEK INTERVALS AT ALL OTHER TIMES OF THE YEAR.
3.2. REPAIR OR REPLACE SPLIT, TORN, RAVELING, OR SLUMPING WATTLES
3.3. REMOVE SEDIMENT ACCUMULATIONS WHEN EXCEEDING 1/2 THE HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 213.40
• PUBLIC WORKS APPR ED:
DEPARTMENT STRAW WATTLES GAZ 9/28/2018 1
Public Works Admiuls-to, DATE
1 STRAW WATTLE DETAIL
C-6001
SCALE: N.T.S.
STRAW WATTLE ROLL 8"-10" 0.
SECURE WITH SANDBAGS AT
REGULAR INTERVALS ON EACH SIDE EXISTING ASPHALT
FLOW
NOTE: STRAW WATTLES WILL BE USED ON PAVED AREAS DURING EXCAVATION
TO REDUCE SILT / SEDIMENT FLOW INTO THE EXISTING CATCH BASINS.
STRAW WATTLE @ EXISTING
3 PAVEMENT DETAIL
C-6001
SCALE: N.T.S.
:45 AN
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
CONSTRUCTION SWPPP CONTACT INFORMATION
Saybr Contractors, Inc.
Eric Martin, Project Manager
(206) 730-8197
FOR CITY PERMITTING
SURVEYED:
D
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
4-5-2023
DESIGNED
C
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
3-16-2023
B
ISSUE FOR PERMIT
1-9-2023
DRAWN: J8
A
ISSUE FOR PRELIMINARY
12-20-2022
CHECKED
NO.
REVISION
BY
DATE
APPR
APPROVED:
AV
PURPOSES
I SCALE: AS SHOWN
5" MAX.
DRAINAGE GRATE TRIM
GRATEFRAME _
C- OVERFLOW BYPASS
BELOW INLET GRATE DEVICE
SEDIMENT AND DEBRIS`1'. "-
FILTERED
WATER
SECTION VIEW
DRAINAGE GRATE
(RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM
OVERFLOW BYPASS (TYP.)
BELOW INLET GRATE DEVICE
ISOMETRIC VIEW
NOTES:
1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR
CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP.
2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM.
3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE.
4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE.
5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS).
6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL.
7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15).
8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE
STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NITS)
STD. PLAN - 216.30
PUBLIC WORKS APPR ED:
DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1
Public Works Administrator DATE
CATCH BASIN INSERT DETAIL
SCALE: N.T.S.
NOTE: ALL CATCH BASINS ON THE FACILITY PROPERTY
HAVE BEEN UPGRADED WITH INSERTS AS SHOWN ABOVE.
ME&MIN
GHD Inc.
' 9725 Third Avenue NE Suite 204
Seattle Washington 98115 USA
T 1 425 563 6500 ■�
www.ghd.com
Conditions of Use
This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of
GHD. This document may only be used by GHD's client (and any other person who GHD has agreed can use this
document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.
HOR OWiAL• NAD 1983/1991
CITY OF
RENTON
ONE INCH DATU M
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
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SCALE: N.T.S.
12'-0"
NOTES:
1. THE TEMPORARY TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF
ANY WORK AND REMAIN IN PLACE UNTIL ALL WORK IS COMPLETED.
2. THE TEMPORARY TREE PROTECTION FENCE SHALL BE A 6' TALL, CHAIN LINK FENCE SUPPORTED BY STEEL
POSTS DRIVEN TO A SUFFICIENT DEPTH TO ENSURE THE FENCE REMAINS IN AN UPRIGHT POSITION FOR
THE DURATION OF THE CURRENT WORK.
TEMPORARY 6' TREE PROTECTION FENCE PANEL (TYP.)
SCALE: N.T.S.
)BAGS OR CONCRETE BLOCKS
-1 DOWN FENCE LEGS.
I
Slide Gate with Vented Windscreen
Features & Benefits
• Great for Privacy
and Dust Control
• Easy to Install, Maintain
and Remove
• Creates Streamlined
Appearance
• Aids in Reducing Job Site Theft
• Ideal for Construction Projects
Specifications
• Made of Resilient
HDPE Polyethylene
• Provides up to 88% Blockage
• Reinforced vv/ Hemmed Edges
and Steel Grommets
• 5'8" for 6' Fence,
7'8" for 8' Fence
OPTIONAL PRIVACY / WIND SCREENING FOR FENCE PANELS. CONTRACTOR MAY USE VENDOR OF
THEIR CHOICE AS LONG AS THE FENCE HEIGHT AND SCREENING REQUIREMENTS ARE MET.
GHD Inc.
' 9725 Third Avenue NE Suite 204
Seattle Washington 98115 USA
T 1 425 563 6500
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
%I. yqi 04/13/2023
www.ghd.com
Conditions of Use
This document and the ideas and designs incorporated herein, as an instrument professional service, is the property of
FOR
CITY
PERMITTING
PURPOSE S
n who GHD has agreed can use this
GHD. This document may only be used by GHD's client (and any other person
document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.
SURVEYED:
D
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
4-5-2023
DESIGNED
C
ISSUE FOR PERMIT - CORRECTED PER CITY COMMENTS
3-16-2023
B
ISSUE FOR PERMIT
1-9-2023
DRAWN: J8
A
ISSUE FOR PRELIMINARY
12-20-2022
CHECKED
NO.
REVISION
BY
DATE
APPR
APPROVEAV
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL• NAVE) 1988
HORIZONTAL• NAD 1983/1991
DATU M
[%R1 CITY OF
RENTON
Planning/Building/Public Works Dept.
XPO LOGISTICS RENTON
STORMWATER FILTRATION SYSTEM
11207014
SITE DETAILS
DATE:
4-5-2023
FIELDBOOK:
PAGE:
DRAWING N0:
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