HomeMy WebLinkAboutC21006052_Tran_Nguyen Short Plat_Approved Civil PlansDATE:
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APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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MONUMENT CONTROL POINTSJONE AVE NEMON NO.334
CITY OF RENTON
MON NO.1839
CITY OF RENTON
NE 20TH ST
NE 24TH ST
1324.96'
1325.82'
MON NO.266
CITY OF RENTON 1314.63'E:397,327.48
N: 57,570.05
#1839
E:397,335.03
N; 58,347.93
#266
HORIZONTAL
ELEL:74.48
#334
VERTICAL 1237.70'SCALE IN FEET
0400200 400 800
PROPOSED PROJECT AREA
1242.58'C-1.0MONTEREY AVE NENE 24TH ST
ABERDEEN AVE NEBLAINE AVE NENE 23RD ST
NE 20TH ST
3343901963
LEGAL DESCRIPTION
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON
RECORDED IN VOLUME 11 OF PLATS, PAGE 82, RECORDS OF KING COUNTY,
WASHINGTON GARDEN OF EDEN DIVISION NO.4, ACCORDING TO THE PLAN THEREOF
THE SOUTH ONE-HALF OF THE NORTH ONE-HALF OF TRACT 253, C.D. HILLMAM'S LAKE
RENTON, WA 98056
2309 ABERDEEN AVE NE
LONG & THU THUY NGUYEN & VU TRAN
2217
2325
2319
2331
2009
20152310
2304
1953
1947
R-8
3343901963
CITY OF RENTON
37,312 S.F. (0.857 ACRES) AS SURVEYED
RENTON, WA 98056
2309 ABERDEEN AVE NE
PHONE: 425-2984412
SAMMAMISH WA 98074
21923 NE 11TH ST
SITE SURVEY INC
PROJECT ENGINEER:
SURVEYOR
PARCEL ACREAGE:
JURISDICTION:
TAX PARCEL NUMBER:
ZONING:
'PROJECT SITE:
PROPERTY OWNER:
PHONE: 206-795-5674
BOTHELL, WA 98011
8822 NE 178TH ST
TANDEM ENGINEERING CONSULTANT
VICINITY MAP
SCOPE OF WORKS
1 29
WILL BE IN SEPARATED PERMITS.
UTILITIES INSTALLATIONS, AND SITE GRADATION. PROPOSED BUILDINGS AND RETAINING WALLS
CONSTRUCT PRIVATE ACCESS ROAD, DRAINAGE FACILITY, FRONTAGE ROAD IMPROVEMENT,TED-40-4210R-421001
COVER SHEET & HORIZONTAL CONTROL PLAN
TRAN-NGUYEN DEVELOPMENT
LUA 21-000206 APPROVED CONDITIONS
note shall be reviewed and approved by the Current Planning Project Manager prior to plat recording.
Tract D). A note to this effect shall be recorded on the face of the short plat. The agreement and plat
within the subdivision, including, but not limited to the stormwater facility and shared driveway tract
8. A shared maintenance agreement shall be established for the maintenance of common improvements
approved by the Current Planning Project Manager prior to civil construction permit issuance.
cell/ landscape strip. The curb shall be shown on the detailed landscape plan to be reviewed and
7. A 6 inch vertical curb shall be installed between the paved driving surface and the bioretention
east towards Aberdeen Ave NE.
6. The front entry for the new home to be constructed on proposed Lot C shall be required to face to the
effect shall be recorded on the face of the final short plat.
5. Driveway access for Lot C shall be provided off of the shared driveway tract (Tract D). A note to this
removal would be in compliance with the tree retention and tree density requirements for that lot.
requires permission from the neighboring property owner as well as verification that the proposed tree
that do not contribute to a lots’ minimum tree density requirements. Any proposed off-site tree removal
requirements and minimum tree density requirements. A tree tract may be required for retained trees
planting plan of any additional trees needed to comply with the minimum tree replacement
retention of as many of the trees located around the perimeter of the project site as feasible as well as a
Permit review for review and approval of the Current Planning Project Manager that includes the
4. A revised grading plan and final tree retention plan shall be submitted at the time of Construction
approved Street Tree list or otherwise approved by the City Arborist.
the requirements outline in RMC 4-8-120D.12. Proposed street trees shall be selected from the City’ s
and approval by the Current Planning Project Manager. The detailed landscape plan shall comply with
3. A detailed landscape plan shall be submitted at the time of Construction Permit application for review
required inspections completed prior to the recording of the short plat.
2. A demolition permit shall be obtained for the removal of all existing residential structures and all
front yard facing the shared driveway tract (Tract D).
1.The front yard area of Lot C shall be oriented to the east, towards Aberdeen Ave NE with the secondary
TRAN-NGUYEN DEVELOPMENT
ABBREVIATIONS
3/28/2023
W
S
E
N
IE
ELE.
D.I.
CB
CONC
CDF
SSCO
STD.
COR
03/26/2023
SIDEWALK DETAILS
WATER MAIN DETAILS
SEWER DETAILS
DRAINAGE DETAILS
WATER NOTES
SEWER NOTES
DRAINAGE NOTES
TESC DETAILS
LANDSCAPE DETAILS
TREE RETETION & PROTECTION PLAN
PAVING & STRIPING PLAN
WATER PLAN
DRAINAGE PLAN & SEWER PLAN
COMPOSITE UTILITY PLAN
ACCESS ROAD & GRADATION PLAN
TESC PLAN
TESC NOTES
SITE PLAN
EXISTING SURVEY
COVER SHEET & HORIZONTAL CONTROL PLAN
WEST
SOUTH
EAST
NORTH
INVERT ELEVATION
ELEVATION
DUCTILE IRON PIPE
CATCH BASIN
CONCRETE
CONTROL DENSITY FILL
SIDE SEWER CLEANOUT
STANDARD
CITY OF RENTON
C 27.0-29.0
C 25.0-26.0
C 24.0
C 21.0-23.0
C 19.0-20.0
C 18.0
C 17.0
C 14.0-16.0
C 13.0
C 11.0-12.0
C 10.0
C 9.0
C 8.0
C 7.0
C 6.0
C 5.0
C 4.0
C 3.0
C 2.0
C 1.0
STA.
CL.
MIN.
FL
MJ
NTS
DIAM.
PVC
STATION
CLASS
MINIMUM
FLANGE
MECHANICAL JOINT
NON TO SCALE
DIAMETER
POLYVINY CHLORIDE C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
SURFACE WATER UTILITY
JFarah 04/21/2023
JDing 04/21/2023
CURRENT PLANNING
WATER UTILITY
ABDOUL GAFOUR 04/21/2023
WASTEWATER UTILITY
jstowell 04/24/2023
REGIONAL FIRE AUTHORITY
cthomas 04/24/2023
APPROVED
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
278
TOTAL LOT SIZE
SQUARE FEET (SF)AREAS
SITE INFORMATION
EXISTING IMPERVIOS SURFACE
PROPOSED LANDSCAPING AREA
CONTRACTOR SHALL CONFIRM EARTHWORK VOLUMES TO THEIR SATISFACTION.
QUANTITIES ARE FOR REFERENCE ONLY.
4,552
15,554
N0N-POLLUTION GENERATED IMPERVIOUS SURFACE
POLLUTION GENERATED IMPERVIOUS SURFACE
37,312
5,205
EARTHWORK QUANTITIES
STIE DISTURBACE AREA: 31,000 S.F
SCALE IN FEET
02010 20 40
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON
RECORDED IN VOLUME 11 OF PLATS, PAGE 82, RECORDS OF KING COUNTY,
WASHINGTON GARDEN OF EDEN DIVISION NO.4, ACCORDING TO THE PLAN THEREOF
THE SOUTH ONE-HALF OF THE NORTH ONE-HALF OF TRACT 253, C.D. HILLMAM'S LAKE
LEGEND 5' SIDEWALK8' PLANTERSITE PLAN
SHEET: OF:
20' PAVED ACCESS ROAD
C-3.0
BUILDING PERMIT
FUTURE
BUILDING PERMIT
FUTURE
BUILDING PERMIT
FUTURE
BEGIN 5' SIDE WALK & 8' PLANTER
END 5' SIDE WALK & 8' PLANTER
FILL : 1.210 CUBIC YARD
(INCLUDED DRAINAGE AND OTHER UTILITIES EXCAVATION)
CUT: 1,320 CUBIC YARD
(FUTURE BUILDING PERMIT)
PROPOSED RETAINING WALL
12,000
3
PROPOSED BUILDINGS AND RETAINING WALL WILL BE IN SEPARATED PERMITS.
CONCRETE PAVEMENT ENTRANCETED-40-4210R-421003
SITE PLAN
TRAN-NGUYEN DEVELOPMENT
ACCESS ROAD PAVEMENT
SIDEWALK
3/26/2023
3' X 74' INFILTRATION TRENCH
INFILTRATION TRENCH
20.5'
2903/26/2023
EXISTING TREE
PROPOSED TREES
PROPOSED 1" WATER METER
15' PUBLIC WATER MAIN EASEMENT
PROPOSED STORM WATER LINE
EXISTING STORM WATER LINE
PROPOSED WATER LINE
EXISTING WATER LINE
PROPOSED SEWER LINE
EXISTING SIDE SEWER LINE
EXISTING EDGE OF PAVEMENT
CONTOUR LINE
PROPOSED RETAINING WALL
LOT LINE
3,300 S.F.
2,940S.F.
4,000 S.F.
272
274276 147.8190'80'
20'
50'
DF30DF22DF32
DF36
DF30
DS18DF30DF24DF26DF34DF28DF32
278
65'
61.5'
42'
70'
50'
56'
35'
37.5'
FL=274.5FL=275.5
FL=284.0
FL=276.0 274290288
280
29082.6'147.81N0°30'04"ES89°10'27"W252.60'N0°29'37"E252.62'N89°08'52"E
282
284
286
272
278 276 274
0+00
1+00
1+701+70
ABERDEEN AVE NE 274.0+
10'
+273.90
147.815'5'
BSBL 20' BSBL20' BSBL20' BSBL
29' BSBL42' BSBL32' BSBL23' BSBL
BSBL
BSBL
24' BSBL
272
272
288
284 282
EXISTING
GRAVEL DRIVEWAY
274
276
286 284
282
278 276
274 272
280
1+79 0+001+001+79 C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C-4.0
4 29TED-40-4210R-421004
GENERAL NOTES
TRAN-NGUYEN DEVELOPMENT
ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF
ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS 22.
WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.
DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH
FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM,
ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON-SITE BMPS SHALL BE RESTORED TO THEIR FULLY
PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE, 21.
AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.
PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR 20.
ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.
AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, 19.
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.
PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE
ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL 18.
CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.
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 17.
CONDITION.
TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING
DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED
BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM 16.
INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
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. 15.
ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.14.
WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.13.
ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.
THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST 12.
ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.11.
CHANNELS, OR STORMWATER FACILITIES.
APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, 10.
REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM
COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE
PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE
THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION 9.
ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY8.
MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.
CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON-SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION,
SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER
SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF 7.
WASHOUT AREAS.
TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE
WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE 6.
WATERS OF THE STATE.
BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING
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
ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT
STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. 5.
CONSTRUCTION.
BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF
RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE
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
THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS 4.
COMMENCEMENT TO POST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.
THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION 3.
ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT.
PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY
THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL 2.
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY 1.
ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.
APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC
LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT
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
EROSION AND SEDIMENT CONTROL (ESC) STANDARD NOTES:GENERAL NOTE
CONTRACTOR NEED TO SCHEDULE THE INSPECTION APPOITMENT.
LEADER AND POSITIVE FOOTING SYSTEMS SHALL BE COMPLETED BY THE BUILDING DEPARTMENT.
14. PRIOR TO COMMENCEMENT OF FRAMING, FINAL DRAINAGE INSPECTION AND APPROVAL OF THE ROOF
INTERNATIONAL BUILDING CODE.
PLANNING DEPARTMENT PRIOR TO ANY ON SITE GRADING WORK NOT EXPRESSLY EXCEPT BY THE 2010
OF THE TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE OBTAINED FROM THE
13. A GRADING PERMIT ISSUED PURSUANT TO THE 2020 INTERNATIONAL BUILDING CODE, AND APPROVAL
ACCEPTANCE OF WORK.
SUBMITTED TO THE CITY ENGINEER AT COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL
INFORMATION, ONE SET SHALL BE SUBMITTED TO THE PROJECT ENGINEER, AND ONE SET SHALL BE
12. THE CONTRACTOR SHALL KEEP TWO SET OF PLANS ON SITE AT ALL TIME FOR RECORDING AS BUILT
APPROVAL PRIOR TO PROCEEDING WITH CONSTRUCTION.
CONFLICTS SHALL BE RESOLVED (INCLUDING PLAN AND PROFILE REVISIONS) AND RESUBMITTED FOR
AND THE CITY ENGINEER WHEN CONFLICTS EXIST BETWEEN THE PLANS AND FIELD CONDITIONS.
11. PRIOR TO CONSTRUCTION THE OWNER AND/OR CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER
UTILITY LOCATION, CALL 1-800-424-5555.
PLANS ARE BASED ON BEST RECORDS AVAILABLE AND ARE SUBJECT TO VARIATION. FOR ASSISTANCE IN
UTILITIES PRIOR TO BEGINNING CONSTRUCTION. LOCATIONS OF UTILITIES SHOWN ON CONSTRUCTION
10. THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION.
SECTION 2-03.3(14) C- METHOD B AS DEFINED IN THE CURRENT EDITION OF THE APWA/WSDOT
(MODIFIED PROCTOR) OFF ROADWAYS. COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH
MAXIMUM DENSITY (MODIFIED PROCTOR) UNDER ROADWAYS AND 90% MAXIMUM DENSITY
9. TRENCH BACKFILL OF NEW UTILITIES AND STORM DRAINAGE FACILITIES SHALL BE COMPACTED TO 95%
LIMITS MAY RESULT IN REVOCATION OF PROJECT PERMITS, PLAN APPROVAL AND BOND FORECLOSURES.
8. NON COMPLIANCE WITH REQUIREMENTS FOR EROSION CONTROLS, WATER QUALITY AND CLEARING
LADEN WATERS SHALL NOT ENTER THE NATURAL DRAINAGE SYSTEM.
LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON SITE EROSION HAS PASSED. SEDIMENT
CLEARING. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND
IN ACCORDANCE WITH THE APPROVED TESC PLANS PRIOR TO ANY GRADING OR EXTENSIVE LAND
7. THE TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) FACILITIES SHALL BE CONSTRUCTED
CONTACT PERSON: WEI HUANG MOBILE PHONE: 206-335-6288
RIGHT OF WAY CONSTRUCTION. THE CONTRACTOR FOR THIS PROJECT IS: WHR PROJECT DEVELOPMENT
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR UTILITY, ROAD, AND
SITE APPROVAL.
IN ACCORDANCE WITH THE 2010 INTERNATIONAL BUILDING CODE SHALL BE REQUIRED PRIOR TO
TO SCHEDULE A PRECONSTRUCTION CONFERENCE. DUE TO FIELD CHANGES, ENGINEERED AS- BUILD
5. PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF PUBLIC WORKS
AND NUMBER IS: STEVE WU, 206-8895-5674.
MONITORING PROGRAM ESTABLISHED BY THE PROJECT ENGINEER. THE PROJECT ENGINEERS NAME
4. THE DEVELOPER AND CONTRACTOR IS RESPONSIBLE FOR WATER QUALITY AS DETERMINED BY THE
AS REQUIRED BY THESE PLANS. THE PROJECT SURVEYOR'S NAME AND PHONE NUMBER IS: TOM, 425-289-4412.
LIMITS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE PROJECT SURVEYOR OR PROJECT ENGINEER
3. PRIOR TO ANY CONSTRUCTION INCLUDING CLEARING/LOGGING OR GRADING. THE SITE CLEARING
OF THE CITY ENGINEER OR DESIGNATED REPRESENTATIVE.
2. ALL WORKS WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE SUBJECT TO THE INSPECTION
MUNICIPAL CONSTRUCTION, AND THE 2022 RENTON SURFACE WATER DESIGN MANUAL.
AND THE MOST CURRENT COPY OF WSDOT STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARD
03/26/2023
3/28/2023 C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Upon completion of the project, all disturbed areas must be stabilized and BMPs removed.15.
Seed or sod any areas to remain unworked for more than 30 days.14.
Stabilize all areas that reach final grade within seven days.13.
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, or equivalent.12.
always in accordance with the City's Erosion and Sediment Control Standards.
Relocate erosion control measures or install new measures so that as site conditions change the erosion and sediment control and pollution prevention is 11.
Maintain erosion control measures in accordance with Appendix D of the City of Renton Surface Water Design Manual and manufacturers recommendations.10.
Construct SWPPS controls in anticipation of scheduled construction activity (e.g., concrete-related pH measures for utility, vault or roadway construction)
Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. 9.
Grade and stabilize construction roads.8.
Construct sediment trap as shown on plans. 7.
Install perimeter protection (silt fence as shown on plans).6.
Grade and install construction entrance(s).5.
Install catch basin protection as shown on plans.4.
Flag or fence clearing limits.3.
Post sign with name and phone number of CSWPP/ESC supervisor (may be consolidated with the required notice of construction sign).2.
PUBLIC WORKS DESIGN ENGINEER.
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, 1.
CONSTRUCTION SEQUENCE
LEGENDSCALE IN FEET
02010 20 40ABERDEEN AVE NE CLPre-Construction Site Preparation Phase
" WARNING - Tree Protection Zone"
each fence at 20-foot intervals. The sign shall be a minimum 8.5-inches x 11-inches and clearly state:
between posts shall not be more than 10".Tree protection fencing shall have a warning signs prominently installed on
from the trunk of any tree. Fence posts shall be 1.5" in diameter and are to be driven 2" into the ground. The distance
moved within the TPZ if authorized by the Clearing and Grading Inspector and the Project Arborist but not closer than 2"
Tree Protection Fencing of 6" chain link fencing shall be installed around the TPZ of protected tree(s). The fencing can be
Mulch is to be kept 12" from the trunk.
A 6" layer of coarse mulch or woodchips is to be placed beneath the Tree Protection Zone (TPZ) of the protected trees.
tree protection plan.
c. Project Arborist will supervise and verify the following tree protection measures are in place and comply with the approved
at the requiredpreconstruction meeting.
b/ Stake and/or flag clearing limits and tree protection to be verified and approved by the City's clearing and grading inspector
a. Protect irrigation and drainage systems shall from damage unless plans call for renovation of such systems.
2. Fence off with chain link or construction fencing all entry and exit routes.When planning routes, avoid utility access corridors.
1. Stage equipment away from trees and vegetation to be retained so that existing plants and their roots are protected.
C-5.0
5 29TED-40-4210R-421005
TO EXISTING CB.
CONVEY CLEAN WATER
4" TEMPORARY PVC
TESC PLAN
TRAN-NGUYEN DEVELOPMENT
4'x6 SPILL WAY
20'
15'
SEDIMENT OUTLET/TEMPORARY STORAGE TRAP
SEE DETAIL.
6'X6' OUTLET & TEMPORARY STORAGE TRAP
3:1 3:1
RIP RAP
3"ƒ"-1.5" WASHED GRAVELGEOTEXTILE
NTS
CHECK DAM
INTERCEPTION DIKE
INLET PROTECTION
TREE REMOVED
EXISTING PROPERTY BOUNDARY LINE
HIGH VISIBLE FENCE FOR TREE PROTECTION
SILT FENCE
SEE COR STD. PLAN 217.4 FOR DETAILS
CHECK DAM
SEE COR STD. PLAN 214.00 FOR DETAILS
SILT FENCE
SEE COR STD. 211.00
20"x15' TEMPORARY SEDIMENT TRAP
SEE COR STD. PLAN 215.10 FOR DETAILS
CONSTRUCTION ENTRANCE
SEE COR STD. PLAN 216.30 FOR DETAILS
INLET PROTECTION
(SEE C-23 FOR DETAILS)
LINER
GEOMEMBRANE
3/28/2023
03/26/2023 0.9'0.9'5.1'5.1'30.01'
S89°10'27"W
252.60'N0°29'37"E147.69'N89°08'52"E
252.62'N0°30'04"E147.81'270272274
2
7627828028
2284286
288290292290 280 274272
270296290288 DF30DF36DS18DF36DS16*SP20CE24CE12*PI18DF14DF36DF38DF30DF28DF34DF26DF24DF30DS8*DF26DF34CE38DF32DF32DF22CE18DF30272272
272272272CE9C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SCALE IN FEET
02010 20 40
A
A
PROFILE GRADE
1
2
3
10'
CL
ALL SURFACING AND PAVING DEPTH ARE COMPACTED DEPTHS.
NOT TO SCALE
2%
LOT LINE
3'
1
2
3
NOTE
3" ASPHALT TREATED BASE
6" CSBC
4" HMA CLASS B
ALL DEPTH ABOVE ARE COMPACTED DEPTH
DURING EACH BUILDING CONSTRUCTION
INDIVIDUAL DRIVEWAY WILL BUILD
B B
1.5'
0.5'
2%2%
GRADE POINT
EXISTING ROADWAY
PLANTING STRIP
SAWCUT
OR GROUND COVER
SOD, HYDROSEED
1%-4%
`
3.0'
SIDEWALK
3" HMA (CL 1/2")
STORMWATER LINECOMPACTED SUBGRADE
16'
30'
5'8.0'
R/W
B-B SECTION
FRONTAGE ROAD IMPROVEMENT
ALL SURFACING AND PAVING DEPTH ARE COMPACTED DEPTHS.
NOT TO SCALE
(COMPACTED DEPTH)
6" CSBC
SEE COR STD. PLAN-102
SEE COR STD. PLAN-101
FRAXINUS LATIFOLIA
OREGON ASH
LEGEND cL
THE DETAILS WALL DESIGN
BUILDING PERMIT WILL INCLUDE
BOTTOM OF THE WALL ELE.=276.0
TOP OF THE WALL ELE.=278.0
ELE=271.86CEMENT DRIVEWAY ENTRANCE PROFILE
ACCESS ROAD
NTS
-0.50%
-2
.0%
EXISTING ROADWAY
PROPOSED CONTOUR LINE
EXISTING PROPERTY BOUNDARY LINE
EXISTING CONTOUR LINE
EXISTING EDGE PAVEMENT
272
270
PAVE ACCESS ROAD
BUILDINGS & DRIVEWAYS
BUILDING PERMET WILL INCLUDE
C-6.0
PROFILE GRADE
CL
10'
LOT LINE
2.0'
296
2.5'
HORIZONTAL: 1"=20
VERTICAL: 1"=2'
D
3'
SIDEWALKEXISTING
6" VERTICAL CURB
ACCESS ROAD & GRADATION PLAN
TRAN-NGUYEN DEVELOPMENT
BUILDING PERMIT
FUTURE
BUILDING PERMIT
FUTURE
BUILDING PERMIT
FUTURE TED-40-4210R-421006
0.5'
EXISTING PAVEMENT
5:1 TAPER TO MATCH WITH
FINAL GRADING.
THE DETAILS WALL DESIGN AND
FUTURE BUILDING PERMIT WILL INCLUDE
BOTTOM OF THE WALL ELE.=278.0
TOP OF THE WALL ELE.=282.0
3/28/2023
5.8%
SIDEWALK PLANTERSIDEWALKACCESS ROAD PROFILE
270
280
0+001+002+00
280
270
10.5'
TRENCH
INFILTRATION ELE=272.14BEGIN 2" MILL AND OVERLAY
END 2" MILL AND OVERLAY
THE DETAILS WALL DESIGN
BUILDING PERMIT WILL INCLUDE
BOTTOM OF THE WALL ELE.=276
TOP OF THE WALL ELE.=284.0
THE DETAILS WALL DESIGN
BUILDING PERMIT WILL INCLUDE
BOTTOM OF THE WALL ELE.=282.0
TOP OF THE WALL ELE.=284.0
THE DETAILS WALL DESIGN
BUILDING PERMIT WILL INCLUDE
BOTTOM OF THE WALL ELE.=278.0
TOP OF THE WALL ELE.=282.0
THE DETAILS WALL DESIGN
BUILDING PERMIT WILL INCLUDE
BOTTOM OF THE WALL ELE.=284.0
TOP OF THE WALL ELE.=288.0
A-A SECTION
35.5' ACCESS TRACT CROSS SECTION
PLANTING STRIP
3/26/2023
282
282D
C C
SEE C-28.0 FOR DETAILS
MATCH WITH EXISTING PAVEMENT
ASPHALT LANDING PATH
SEE C-28.0 FOR DETAILS
MATCH WITH EXISTING PAVEMENT
ASPHALT LANDING PATH
SEE COR STD.PLAN -104, 104.2, AND C-28.0
CENMENT CONCETE DRIVEWAY ENTRANCE TYPE C2,
20.50' PAVED ACCESS ROAD
SEE COR. STD.PLAN-101 & STD. PLAN-102
BEGIN SIDEWALK, CURB AND GUTTER INSTALLATION
SEE COR. STD.PLAN-101 & STD. PLAN-102
END SIDEWALK, CURB AND GUTTER INSTALLATION
EXISTING
DRIVEWAY
1% EL 272.33 VPI 0+00.00 VPI 0+16.00 EL 272.01 VPI 0+30.00 EL 272.29 BVC 0+65.00 EL 272.11 VPI 0+80.00 EL 272.04 EVC 0+95.00 EL 272.34 VPI 1+79.07 EL 274.00-2.00%
2
.00%
-0.50%
1
.98%
30' VC
(SEE C-23 FOR DETAILS)
LINER
GEOMEMBRANE
3,300 S.F.
2,940S.F.
4,000 S.F.
272
274276 147.8190'80'
20'
50'
DF30DF22DF32
DF36
DF30
DS18DF30DF24DF26DF34DF28DF32
278
65'
61.5'
42'
70'
50'
56'
35'
37.5'
FL=274.5FL=275.5
FL=284.0
FL=276.0 274290288
280
29082.6'147.81N0°30'04"ES89°10'27"W252.60'N0°29'37"E252.62'N89°08'52"E
282
284
286
272
278 276 274
0+00
1+00
1+701+70
ABERDEEN AVE NE 274.0+
+273.45
10'
+273.90
147.815'5'
BSBL 20' BSBL20' BSBL20' BSBL
29' BSBL42' BSBL32' BSBL23' BSBL
BSBL
BSBL
24' BSBL
272
272
288
284 282
EXISTING
GRAVEL DRIVEWAY
IE=277.78
RIM=284.73
mh#1
IE=268.08
RIM=274.32
mh #2
274
276
286 284
282
278 276
274 272
280
1+79 0+001+001+79 C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CONTACT WITH PSE FOR GAS LINE INSTALLATION
LEGEND
EXISTING OVER HEAD POWER LINE
PROPOSED UNDERGROUND POWER LINE
EXISTING GAS LINE
PROPOSED GAS LINE
EXISTING STORM WATER LINE
PROPOSE STORM WATER LINE
EXISTING SEWER LINE
PROPOSED SEWER LINE
EXISTING WATER LINE
PROPOSED WATER LINE
SCALE IN FEET
02010 20 40
C-7.0COMPOSITE UTILITY PLAN
TRAN-NGUYEN DEVELOPMENT
297
THE PROPERTY FRONTAGE SHALL BE UNDERGROUND
ALL EXISTING AND PROPOSED UTILITIES LINE ALONG
CONTACT WITH PSE FOR ELECTRICAL INSTALLATION
W-421001
S-421001
3/28/2023PLANTERSIDEWALKWTRP-27-42103/26/2023WWP-27-421015' PUBLIC WATER MAIN EASEMENT
272
274276 147.8190'80'
20'
50'
DF30DF22DF32
DF36
DF30
DS18DF30DF24DF26DF34DF28DF32
278 274290288
280
29082.6'147.81N0°30'04"ES89°10'27"W252.60'N0°29'37"E252.62'N89°08'52"E
282
284
286
272
278 276 274
0+00
1+00
1+701+70
1+30.74 (10.0' RT)
1+20.55 (20.72 LT)
1+30.74 (20.72' LT)
1+30.0 (37.0 LT)
1+58.30 (37.0 LT)
+270.2
274.0+
10'
+273.90
147.815'5'
BSBL 20' BSBL20' BSBL20' BSBL
29' BSBL42' BSBL32' BSBL23' BSBL
BSBL
BSBL
24' BSBL
272
272
288
284 282
EXISTING
GRAVEL DRIVEWAY
274
276
286 284
282
278 276
274 272
280 C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
S-421002
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSELE.=268.13BOTTOM OF DITCHNTS
SCALE IN FEET
02010 20 40
LEGEND
270
C-8.0
298
1
2
3
4
5
14
4
4
4
2
3
REMOVED EXISTING CB
REMOVED EXISTING CB
IE (E)=263.10
IE (S)=265.08
IE (N)=263.30
RIM=270.15
CB TYPE 2
74'ELE.=268.5BOTTOM OF DITCH6
BOTTOM INFILTRATION TRENCH ELEVATION
6
5
5
5
EXST. IE( N)= 262.79'
EXST. IE (S)= 263.12'
IE (W) = 263.10
EXST. IE (SE) = 265.24'
RIM = 271.34'
EXISTING SDMH
IE (S)=264.50
IE (N)=264.60
RIM=269.70
CB TYPE 2
BUILDING PERMIT
FUTURE
BOT ELE.=273.
TOP ELE.=275
FOR FOOTING DRAIN
2'X4' INFILTRATION TRENCH (FUTURE)
R-421007
SEE COR.STD. 226.00
CLEAN OUT
3/28/2023
BUILDING PERMIT
FUTURE
RIM=270.31
THE TOP OF SIDEWALK
ADJUST EXISTING MH TO FLUSH WITH
DRAINAGE & SEWER PLAN
TRAN-NGUYEN DEVELOPMENT
NOTES
SIDEWALKPLANTERBUILDING PERMIT
FUTURE
6" STORM WATER PIPE MIN. 2.0% (ASTM D-3034 PVC)
ROOF DRAIN MIN 2% GRADE (ASTM D-3034 PVC)
AND FILL WITH SAND
PLUG THE EXISTING DRAINAGE PIPE
12" STORM DRAIN, L=54.0', S=3.0% (ASTM D-3034 PVC)
12" STORM DRAIN, L=60.0', S=2.0% (ASTM D-3034 PVC)
12" STORM DRAIN, L=81.0', S=2.0% (ASTM D-3034 PVC)
LINER WILL BE REQUIRED TO PROTECT AQUIFER
DURING EACH BUILDING CONSTRUCTION
INDIVIDUAL 10' X20' INFILTRATION TRENCH WILL BUILD
IE (N)=266.70
RIM=270.88
EXISTING CB
SEE COR.STD. 406.1
IE=268.20
RIM=272.20
SSCO # 3
SEE COR.STD. 406.1
IE=272.25
RIM=275.50
SSCO # 2
3/26/2023
SEE COR.STD. 406.1
IE=272.80
RIM=275.50
SSCO # 1
10' UTILITY EASEMENT
CONTRACTOR SHALL FIELD VERIFY IE
CONNECT WITH EXISTING 8 " SEWER LINE
CONTRACTOR SHALL FIELD VERIFY IE
CONNECT WITH EXISTING 8 " SEWER LINE
SEE C-23.0 FOR DETAILS
BOT ELE.=268.50
TOP ELE.=271.0
3' X 74' INFILTRATION TRENCH
0.5%
IE ( S) = 266.24
IE ( N) = 269.80'
IE (W) = 269.82'
RIM = 273.45'
CB TYPE 2
EXISTING CB REPLACE WITHWWP-27-4210TED-40-4210L=3.0', S=4.0%
8" D.I. CL.50
SEE C-22.0 FOR DETAILS
IE=269.80
RIM=271.8
CONTECH STORM FILTER
STA. 0+70.0 (9.50' RT)
EXISTING EDGE PAVEMENT
EXISTING CONTOUR LINE
EXISTING PROPERTY BOUNDARY LINE
PROPOSED STROM DRAIN LINE
15' PUBLIC WATER MAIN EASEMENT
272
274276 147.8190'80'
20'
50'
DF30DF22DF32
DF36
DF30
DS18DF30DF24DF26DF34DF28DF32
278 274290288
280
29082.6'147.81N0°30'04"ES89°10'27"W252.60'N0°29'37"E252.62'N89°08'52"E
282
284
286
272
278 276 274
0+00
1+00
1+701+70
ABERDEEN AVE NE 274.0+
10'
+273.90
147.815'5'
BSBL 20' BSBL20' BSBL20' BSBL
29' BSBL42' BSBL32' BSBL23' BSBL
BSBL
BSBL
24' BSBL
272
272
288
284 282
EXISTING
GRAVEL DRIVEWAY
274
276
286 284
282
278 276
274 272
280
1+79 0+001+001+79
a minimum of 5-foot setback shall be maintained
between the edge of the infiltration trench and any
structure or property line. infiltration trench
shall be at lest 15 feet away from buildings with
crawl space or basement elevations that are below
the overflow point of the infiltration trench C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
SURFACE WATER UTILITY
JFarah 04/21/2023
Maintain 5-foot
separation between
side sewer and
infiltration trench.
WASTEWATER UTILITY
jstowell 04/24/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C-9.0WATER PLAN
TRAN-NGUYEN DEVELOPMENT
LEGEND
299
SEE COR STD. 320.1
AND METER (TYP)
1" WATER SERVICE
LOT C
LOT B
LOT A
EX. 16" D.I. WATERSEE COR STD. 300.1
CONCRETE BLOCK
12" GATE VALVE (FLxMJ)
16"X12" TAPPING TEE, (MJXFL)
CONNECTED BY COR STAFFS
CONNECTED TO EXSITING PIPE
STA. 1+38.82 (10.0' RT)
270
280
270
280
FINISHED ACCESS ROAD GRADE
VPI 0+00.00 EL 272.00EXISTING 12" SEWER
WATER PIPE
12" STORM
EXISTING
8" SEWER
SCALE IN FEET
02010 20 40
MIN. 4' COVER
HORIZONTAL: 1"=20
VERTICAL: 1"=4'
W-421002WTRP-27-42103/28/2023
TO CONCRETE THRUST BLOCKS.
ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE MEGALUG RETAINER GLANDS SERIES 1100 IN ADDITION
NOTE:
100
260 260
6" D.I. SIDE SEWER
3/26/2023
PROPOSED 185' WATERMAIN
PROPOSED 185.0', 12" D.I. CL. 50 WATER MAIN
15'15' PUBLIC WATER MAIN EASEMENT
185.0' 12" D.I. CL 50. WATER MAIN
SEE COR STD. 320.1
AND METER (TYP)
1" WATER SERVICE
EQUIVALENT SHALL BE PROVIDED.
MAINTAINED, ETHAFOAM SPACING OR APPROVED
SEWER. IF THE SEPARATION CANNOT BE
MAINTAINED FOR PROPOSED STORM AND
MINIMUM 1.5' REQUIRE SEPARATION SHALL BE
THE EXISTING WATER MAIN ELEVATION
CONTRACTOR SHALL FIELD VERIFY
CONNECTED TO EXISTING 16" WATER MAIN
CONTRACTOR SHALL FIELD VERIFY THE EXISTING
SEWER AND STORM ELEVATION, WHICH SHALL BE
1.5' VERTICAL SEPARATION BETWEEN THE OUTSIDE
EDGE TO OUTSIDE EDGE OF THE PIPES.
CONTRACTOR SHALL PROVIDE VERTICAL BEND
AS NEEDED. VERIFY THE PIPE DEFLECTION DOES
NOT EXCEED • OF MANUFACTOURERS'S MAXIMUM
ALLOWED JOINT DEFLECTION
15' PUBLIC WATER MAIN EASEMENT
EXISTING SEWER LINE
PROPOSED SEWER LINE
EXISTING WATER LINE
PROPOSED WATER LINE
2.4'
PER COR STD. PLAN 310.1
6" FIRE HYDRANT
STA. 0+20.72 (18.0' LT)
1-CONC THRUST BLOCK
COR. STD. PLAN 310.1
1- FIRE HYDRANT ASSEMBLY
1-6" GATE VALVE (FLXMJ)
1-12"X6" TEE (MJXFL)
STA. 1+62.50. (0.0')
ON WEST END OF CROSS.
PLUG (MJ) AND CONC BLOCKING
WITH 12" VERTIAL CROSS (MJXFL)
PER COR STD. PLAN 300.7
INSTALL 12" POLY PIGGING STATION
STA. 1+75.20, (0.0')
PER COR STD. PLAN 310.1
6" FIRE HYDRANT
STA. 1+62.50 (15.0' RT)
1- CONC.THRUST BLOCK
COR. STD. PLAN 310.1
1 FIRE HYDRANT ASSEMBLY PER
1- 6" GATE VALVE (FLxMJ)
1-12" X 6" TEE (MJXMJ)
STA. 0+20 (0.0')
200 0
272
274276 147.8190'80'
20'
50'
DF30DF22DF32
DF36
DF30
DS18DF30DF24DF26DF34DF28DF32
278 27429028829082.6'147.81N0°30'04"ES89°10'27"W252.60'N0°29'37"E252.62'N89°08'52"E
282
284
286
272
0+00
1+00
1+701+70
ABERDEEN AVE NE 10'147.815'5'
BSBL 20' BSBL20' BSBL20' BSBL
29' BSBL42' BSBL32' BSBL23' BSBL
BSBL
BSBL
24' BSBL
272
272
288
284 282
EXISTING
GRAVEL DRIVEWAY
274
276
286 284
282
278 276
274 272
280
1+79 0+001+001+79
max. 7' cover C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
WET-TAPPING OF EXISTING WATER MAIN TO BE
PERFORMED BY CITY APPROVED CONTRACTOR
WATER UTILITY
ABDOUL GAFOUR 04/21/2023
6'10''
1-10'' x 6'' tee (mjxfl)
10''
10''
10''
10''
10''
10''
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
END 2" MILL AND OVERLAY
BEGIN 2" MILL AND OVERLAY
LcSEE COR STD.PLAN - 102
WATER MAIN TRENCH PAVEMENT RESTORATION
MATCH WITH EXISTING
SEE WSDOT STD. PLAN - M20.10.-03
SEE COR STD.PLAN - 109
BEGIN DOUBLE LANE LINE
MATCH WITH EXISTING
SEE WSDOT STD. PLAN - M20.10.-03
SEE COR STD.PLAN - 109
END DOUBLE LANE LINE
FULL LANE MILL AND OVERLAY
SCALE IN FEET
02010 20 40
LEGEND
PROPOSED CONTOUR LINE
EXISTING PROPERTY BOUNDARY LINE
EXISTING CONTOUR LINE
EXISTING EDGE PAVEMENT
272
270TED-40-4210R-421008
3/28/2023
PAVING & STRIPING PLAN
TRAN-NGUYEN DEVELOPMENT
C-10.0
103/26/2023 29
SEE COR STD.PLAN - 102
POWER LINE TRENCH PAVEMENT RESTORATION
272
274276 147.8190'80'
20'
50'
DF30DF22DF32
DF36
DF30
DS18DF30DF24DF26DF34DF28DF32
278 274290288
280
29082.6'147.81N0°30'04"ES89°10'27"W252.60'N0°29'37"E252.62'N89°08'52"E
282
284
286
272
278 276 274
0+00
1+00
1+701+70
ABERDEEN AVE NE 10'147.81272
272
288
284 282
EXISTING
GRAVEL DRIVEWAY
274
276
286 284
282
278 276
274 272
280
1+79 0+001+001+79 C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
& TREE PROTECTION DETAIL
TREE RETENTION/INVENTORY PLAN
TRAN-NGUYEN DEVELOPMENT
278
NOT TO SCALE
TEMPORARY TREE PROTECTION
X
TREE TABLE
STATE OF WASHINGT
O
N
LI
CENSE
D LANDSCAPE ARCHITECTNO. 1427 EXP. 12/08/21CHANTE NOELLA FLOR
E
A
NISCALE IN FEET
02010 20 40
MAINTAIN EXISTING GRADE
INDICATED ON THE DRAWINGS.
FENCE UNLESS OTHERWISE
WITHIN THE TREE PROTECTION
5" THICK LAYER OF WOOD CHIP
MULCH
STEEL POSTS OR APPROVED
EQUAL.
PERFORMED UNLESS UNDER THE DIRECTION OF PROJECT ARBORIST.
5. NO PRUNING OF LIMBS EQUAL TO OR GREATER THAN 2-IN DIAMETER SHALL BE
ENCOUNTERED, EXCAVATION SHALL STOP AND ROOTS SHALL BE CLEANLY PRUNED.
AND PNEUMATIC OR HAND EXCAVATION TO EXPOSE ROOTS. WHEN ROOTS ARE
MINIMIZE ROOT DISTURBANCE, SUCH AS DIRECTIONAL DRILLING INSTEAD OF TRENCHING
TREE PROTECTION ZONE. CONTRACTOR SHALL PLAN CONSTRUCTION METHODS TO
4. AN ARBORIST SHALL BE ON-SITE AND OVERSEE EXCAVATION WORK INSIDE THE
5-INCHES OF WOOD CHIP MULCH.
INSIDE THE TPZ, PROTECT SOIL WITH STEEL PLATES OR 3/4-INCH PLYWOOD OVER
3. NO EQUIPMENT OR STAGING OF MATERIAL INSIDE TPZ. WHEN ACCESS IS REQUIRED
MULCHING DURING DRY MONTHS, MAY-OCTOBER.
DURATION OF CONSTRUCTION. TREES SHALL RECIEVE SUPPLEMENTAL WATERING AND
2. ALL TREES DESIGNATED FOR PROTECTION SHALL BE PROTECTED FOR THE ENTIRE
INSPECTED AND APPROVED BY AN ISA CERTIFIED ARBORIST.
1. PRIOR TO ANY GROUND DISTURBANCE, THE TREE PROTECTION ZONE (TPZ) SHALL BE
NOTES:
LEGENDTED-40-4210R-421019
protection.
used if determined to provide equal or greater tree
h. Alternative Protection: Alternative safeguards may be
that are to be retained.
and water as appropriate for any trees and ground cover
activities and/or to prune branches and roots, fertilize,
architect to ensure trees are protected from development
shall retain a certified arborist or licensed landscape
g. Monitoring Required during Construction: The applicant
ground cover plants. (Ord. 5676, 12-3-2012)
approved if the mulch will adversely affect protected
installation of the protective fencing. Exceptions may be
minimum of three inches (3") of bark mulch prior to
fencing shall be covered completely and evenly with a
f. Mulch Layer Required: All areas within the required
required. (Ord. 5676, 12-3-2012)
on tree size, species, soil, or other conditions may be
(1") of tree caliper. A larger tree protection zone based
and one-half feet (1-1/2') in diameter for each one inch
the tree, or (ii) an area around the tree equal to one
following areas: (i) the area defined by the drip line of
retained may not be lowered within the greater of the
Retained Trees: The grade level around any tree to be
e. Restrictions on Grading within the Drip Lines of
5958, 12-9-2019)
be retained, unless otherwise approved by the City. (Ord.
within the area defined by the drip line of any tree to
The applicant may not install impervious surface material
d. Impervious Surfaces Prohibited within the Drip Line:
SEE NOTES
11X17 LAMINATED.
SIGN POSTED,
be equal to the tree's drip line.
around the tree. The diameter of this wall or well must
applicant shall construct a dry rock wall or rock well
adjoining to a tree to be retained is to be raised, the
c. Protection from Grade Changes: If the grade level
are moving near trees.
shall provide supervision whenever equipment or trucks
fenced on four (4) sides. In addition, the applicant
shall be fenced and signed. Individual trees shall be
access to individually protected trees or groups of trees
side of the fencing if less than fifty feet (50'). Site
words, "NO TRESPASSING - Protected Trees," or on each
placed on fencing every fifty feet (50') indicating the
perimeter of a tree protection tract. Placards shall be
trunk caliper, whichever is greater, or along the
one-quarter feet (1-1/4') for every one inch (1") of
a distance surrounding the tree equal to one and
fencing around the drip lines of all retained trees or at
six-foot (6') high chain link temporary construction
activities, the applicant shall erect and maintain
b. Fenced Protection Area Required: Prior to development
to be retained.
way within the area defined by the drip line of any tree
install impervious surfaces, or compact the earth in any
any materials, supplies or fluids, operate any equipment,
fill, excavate, stack or store any equipment, dispose of
a. Construction Storage Prohibited: The applicant may not
tree protection measures shall apply:
Allowed Tree Removal Activities. All of the following
is in compliance with subsection C of this Section,
trees unless it is determined the abutting property owner
the site under construction shall be considered protected
Off-site trees containing drip lines that encroach onto
all trees that are to be retained on site and off site.
Protection measures in this subsection shall apply for
NOTES - TREE Protection Measures During Construction:
LINK.
6' HT. TREE PROTECTION FENCE. CHAIN
TREE REMOVED
(MLOD)
MINIMUM LIMITS OF DISTURBANCE
TREE PROTECTION ZONE (TPZ)
EXISTING TREE TO PROTECT
TREE PROTECTION FENCING
CLEAR & GRUBBED LIMITS
EXISTING EDGE OF PAVEMENT
CONTOUR LINE
PROPOSED RETAINING WALL
LOT LINE
3,300 S.F.
2,940S.F.
4,000 S.F.4,551 s.f
272
274276 147.8190'80'
20'
50'DF30CE38CE12*PI18DF14CE24SP20DS8*DS16*DF26DF26DF34DF26DF34DF34DF36DF38DF3627865'
61.5'
42'
70'
50'
56'
35'
37.5'
FL=274.5FL=275.5
FL=284.0
FL=276.0
28428228028
6
288
274
276278
270270272274
29229028
8 272280
29029082.6'N0°30'04"ES89°10'27"W252.60'
252.62'N89°08'52"E
282
284
28
6
286
282284
272
278 276 274
0+00
1+00
1+701+70
1+30.74 (10.0' RT)
1+20.55 (20.72 LT)
1+30.74 (20.72' LT)
1+30.0 (37.0 LT)
1+58.30 (37.0 LT)
1+27.36 (181.51 LT)ABERDEEN AVE NE +270.2
274.0+
273.50+
+273.45
+273.24273.30+
+273.1410'
+273.90
+273.40
270.73+
271.40+147.815'5'BSBL 20' BSBL20' BSBL20' BSBL
29' BSBL42' BSBL32' BSBL23' BSBL
BSBL
BSBL
24' BSBL
0+001+001+791+79
272
+271.3
272
28
8
28
4 282
EXISTING DRIVEWAY
+270.53
+273.24
EXISTING
GRAVEL DRIVEWAY
274
276
286
284
282
278 276 27
4
272
280
19031904190519061907
1908
1909
1910
1911
1912
1913
1914 1915
1916
1917
1918
1919
1920
1921
1922 1923 1924
1925 1926 1927
1928
X
XXX
X
X
X
X
X
X
X X
X
1911X
X
1901
1902
C-11.0
2911C21006052LUA21-000206PR21-000214JDing 04/21/2023
CURRENT PLANNING
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LANDSCAPE PLAN
TRAN-NGUYEN DEVELOPMENT
AUTUMN BRILLIANCE SERVICEBERRY
VINE MAPLE
HOGAN CEDAR
ACCESS DRIVE
SCALE IN FEET
02010 20 40
STATE OF WASHI
NGT
ONLI
CE
NSE
D LANDSCAPE ARCHITECTNO. 14
27 EXP. 12/08/21CHANT E NOELLA FLOR
E
ANIEXISTING SAVE & PROTECT TREE
TREE PROTECTION ZONE (TPZ)16'8'
6'
TURF GRASS
MIX B - STREET PLANTER SHRUB MIX
MIX A - RESIDENT SHRUB MIX
TREE PROTECTION ZONE.
5. SEE SOIL PREPARTATION DETAILS FOR IN AND OUTSIDE THE
TREE IS ESTABLISHED.
AND TIES TO BE REMOVED AT 1 YEAR FROM PLANTING OR WHEN
SECURED WITHIN 48 HOURS AFTER PLANTING. TREE STAKING
4. ALL TREES REQUIRING STAKING SHALL BE STAKED AND
WATER PLANTS WEEKLY UNTIL OCTOBER 1.
31. IF PLANTING OCCURS OUTSIDE OF THE PLANTING WINDOW,
3. PLANTING WINDOW IS BETWEEN OCTOBER 1 THROUGH MARCH
APART, EVENLY DISPERSED.
PLANT TALL SHRUBS IN MIDDLE TO BACK OF BED A MIN. OF 12'
1-3 BY SPECIES AND EVENLY DISPERSED IN PLANTING AREA.
PLANT MEDIUM SHRUBS MIDDLE TO BACK OF BED IN GROUPS OF
LENGTHWISE OF BED, KEEPING GROUNDCOVERS IN FRONT OF BED.
GROUPS OF 7-9 BY SPECIES IN SWEEPING PATTERNS PARALLEL
GROUNDCOVERS, PERENNIALS, SMALL SHRUBS AND FERNS IN
2. EVENLY DISPERSE SPECIES WITHIN PLANTING AREAS. INSTALL
1. SEE PLANT SCHEDULE FOR ON CENTER (OC) SPACING.
LANDSCAPE NOTES:
KATSURA JAPANESE MAPLE
RED OAK
GREEN MOUNTAIN LINDEN
R-421017TED-40-42104,551 s.f
ABERDEEN AVE NE 272
274
276
276
274
147.8190'80'
20'
50'
278284282280286
2
8
8
2
7
4
27
627
8
270270272
29227229082.6'147.81147.81N0°30'04"ES89°10'27"W252.60'N0°29'37"E252.62'N89°08'52"E
13,242.10 S.F.
LOT # A
8,648 S.F.
LOT # B
10,057 S.F.
LOT # C
282
284
286
282284
272
0+001+001+491+49
12 29
C-12.0 C21006052LUA21-000206PR21-000214JDing 04/21/2023
CURRENT PLANNING
Adjust location of
Tree to avoid
planting on top of
side sewer.
WASTEWATER UTILITY
jstowell 04/24/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LANDSCAPE DETAILS
TRAN-NGUYEN DEVELOPMENT
X X
X
X
STEP 1
CHIP MULCH
OR WOOD
3" BARK
STEP 3STEP 2 STEP 4
FROM PLANT
BARK MULCH AWAY
DETAIL AND FEATHER
INSTALL PLANT PER
AS SOIL AMENDMENT.
PLACE 3" FINE COMPOST
SOIL PREPARATION - OUTSIDE TREE PROTECTION ZONE
NOT TO SCALESECTION VIEW
AMENDMENT
3" FINE COMPOST SOIL
STEP 4
3"
10"
STEP 1
STEP 2
STEP 3
STEP 2
STEP 3
STEP 1
10"
SECTION VIEW NOT TO SCALE
3"
CHIP MULCH
OR WOOD
3" BARK
AMENDMENT
3" FINE COMPOST SOIL
STEP 1 STEP 2 STEP 3
SOIL PREPARATION - INSIDE TREE PROTECTION ZONE
AS SOIL AMENDMENT
PLACE 3" FINE COMPOST
CHIP MULCH 3" DEPTH
INSTALL BARK OR WOOD
AWAY FROM PLANT
FEATHER BARK MULCH
AND INSTALL PLANT.
BACKFILL WITH COMPOST
AMEND PLANTING PIT
CIRCLING ROOTS, TYP.
CONTAINER PLANTS, PRUNE
BREAK UP ROOTBALL OF
NOT TO SCALESECTION VIEW
ROOT DEPTH
3 TIMES
THE ROOT SPREAD IF PLANTING
INTO UNAMENDED SOIL
CONTAINERIZED PLANTING DETAIL
OF PLANT
FEATHER TO BASE
SPECIFIED DEPTH ,
MULCH TO
ABOVE FINISH GRADE
TO BE 1-2 INCHES
TOP OF ROOT CROWN
EDGE OF PLANTING HOLE
WATERING WELL AT OUTER
MOUND SOIL TO FORM
DETAILS ON THIS SHEET.
SEE SOIL PREPARATION
AMENDED EXISTING SOIL.
NOT TO SCALE
SOIL
EXISTING
SOIL SAUCER WATER RETENTION BASIN, 4-6" MIN
FINISHED GRADE
BALLED AND BURLAPPED
FLEXIBLE TREE TIE
COMMERCIALLY AVAILABLE
UPPERMOST ROOT AT SOIL SURFACE
1/3 HT. OF TREE
36" TO 48" OR
ROOT BALL DEPTH
JUST OUTSIDE ROOTBALL
GRADE. TREE STAKES SHALL BE PLACED
(2) 2X2 WOOD STAKES, 5' HT. FROM FINISHED
MULCH SHALL NOT CONTACT TREE TRUNK.
FEATHER BARK MULCH TO BASE OF PLANT.
3" DEPTH BARK OR WOOD CHIP MULCH
PLACING IN PLANTING HOLE.
REMOVE BURLAP OVER THE ROOTBALL AFTER
INSTALL PLANT WITH CARE TO MINIMIZE DISTURBANCE TO EXISTING ROOTS.
WITHIN PLANTING AREA,
IF VEGETATION EXISTS
= PLANT
(SEE PLANTING PLAN)
= PLANT SPACING
NOT TO SCALE
ADJUSTMENT
SPACING
AREA FOR
2/3 X
PLANTING AREA LAYOUT, SETBACK, AND WEED CONTROL STREET TREE PLANTING AND STAKING
TO 10" DEPTH.
AMENDMENT
INCORPORATE SOIL
CHIP MULCH 3" DEEP.
INSTALL BARK OR WOOD
SUBGRADE
NON-COMPACTED
SUBGRADE
STATE OF W ASHI
NGT
ONLI
CE
NSE
D LANDSCAPE ARCHITECTNO. 14
27 EXP. 12/08/21CHANTE NOELLA FLOR
E
ANIEXISTING UTILITIES AS NEEDED.
COORDINATE SOIL PREPARATION WITH UTILITY LOCATIONS TO AVOID ANY CONFLICT. PROTECT 4.
ALL DIMENSIONS INDICATE COMPACTED DEPTHS. 3.
BE DECOMPACTED TO 18" DEPTH PRIOR TO SOIL AMENDMENT OUTSIDE OF TPZ.
PLANTING AREAS WITH COMPACTED SOILS, USED AS CONSTRUCTION ACCESS OR STAGING, SHALL 2.
OF EXISTING SAVE & PROTECT TREES.
SOIL PREPARATION DETAIL APPLIES TO ALL PLANTING AREAS OUTSIDE TREE PROTECTION ZONE 1.
EXISTING UTILITIES AS NEEDED.
4. COORDINATE SOIL PREPARATION WITH UTILITY LOCATIONS TO AVOID ANY CONFLICT. PROTECT
PLANT SPACING SHALL ADJUST AS NEEDED TO AVOID DAMAGE TO TREE ROOTS.3.
ALL DIMENSIONS INDICATE COMPACTED DEPTHS.2.
EXISTING SAVE & PROTECT TREES.
SOIL PREPARATION DETAIL APPLIES TO PLANTING AREAS WITHIN TREE PROTECTION ZONE OF 1.TED-40-4210R-421018
WATER BACKFILL SOIL AFTER PLANTING.
COMPOST-EXCAVATED FOR PLANTING. THOROUGHLY
BACKFILL WITH EXISTING SOIL AMENDED WITH
BALL DIAMETER
ROOT SPREAD OR ROOT
PLANTING HOLE 3 TIMES
FOR UNINCORPORATED SOIL, DIG
C-13.0
13 29 C21006052LUA21-000206PR21-000214JDing 04/21/2023
CURRENT PLANNING
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TESC DETAILS PLAN
TRAN-NGUYEN DEVELOPMENT
C-14.0
14 29TED-40-4210R-421010
3/16/2023
3/26/2023 C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TESC DETAILS PLAN
TRAN-NGUYEN DEVELOPMENT
C-15.0
15 29TED-40-4210R-421011
3/28/2023
ZONE 2 AQUIFER PROTECTION
LINER IS REQUIRED FOR
3/26/2023 C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W-421007
3/28/2023
C-16.0
16
POLYPGIGGING STATION
NOT TO SCALE
3/26/2023TED-40-4210TESC DETAILS PLAN
TRAN-NGUYEN DEVELOPMENT
29 C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
STORM WATER NOTES AND SPECIFICATIONS
STORM WATER NOTES
TRAN-NGUYEN DEVELOPMENT
2917
C-17.0TED-40-4210R-421009
3/28/2023
3/26/2023 C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SANITARY SEWER NOTES AND SPECIFICATIONS
C-18.0
18 29
S-421003
3/28/2023
SEWER NOTES
TRAN-NGUYEN DEVELOPMENT
3/26/2023WWP-27-4210C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
WASTEWATER UTILITY
jstowell 04/24/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER NOTES AND SPECIFICATIONS
WATER NOTES
TRAN-NGUYEN DEVELOPMENT
C-19.0
19 29WTRP-27-4210W-421003
3/28/2023
12/26/2022 C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER NOTES AND SPECIFICATIONS (CONTINUE)
WATER NOTES
TRAN-NGUYEN DEVELOPMENT
C-20.0
20 29WTRP-27-4210W-421004
3/28/2029
12/26/2022 C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DRAINAGE DETAILS PLAN
TRAN-NGUYEN DEVELOPMENT
C-21.0
21TED-40-4210R-421014
3/28/2023
LINER
LINER
293/26/2023 C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
WASTEWATER UTILITY
jstowell 04/24/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DRAINAGE DETAILS PLAN
TRAN-NGUYEN DEVELOPMENT
C-22.0
22TED-40-4210R-421015
0.01
18"
ZPG
217.80
269.80 8"
NO
NO
12.53
3/29/2023
293/26/2023 C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C-23.0
2923
3/28/2023
3'
SDR 35 PER ASTM 3034
6" DIA. MIN. PREFORATED PVC
COMPACTED BACKFILL
6"
1.5'
6"
may have become exposed when maintaining the facility.
4. If possible, liners should be of a contrasting color, so the maintenance workers are aware of any areas where a liner
is embedded 6 inches above the membrane.
rock, 12 inches of native soil may be used if orange plastic "safety fencing" or another highly- visible, continuous marker
The rock layer is to mark the location of the liner for future maintenance operations. As an alternative to crushed
water quality facility. Top dressing shall consist of 6 inches of rushed rock covered with 6 inches of native soil.
3. Liners shall be installed so they can be covered with 12 inch of top dressing forming the bottom and sides of the
2. Geomembranes shall be bedded according to the manufacturer's recommendations.
geomembrane.
geomembrane liner from puncture, tearing, and abrasion by installing geotextile fabric on the top and bottom of the
used in areas of maintenance access or where heavy machinery must be operated over the membrane. Protect
1. Gomembrane liners shall be UV resistant and have minimum thickness of 30 mils. A thickness of 40 mils shall be
GEOMEMBRANE LINERS SPECIFICATIONS
GOEMEMBRANE LINER
INFILTRATION TRENCH DETAILS
NTS
SPECIFICATION SECTION 9-30.12(5)
PER WSDOT STD
WASH ROCK
11/2" -3/4"
INFILTRATION TRENCH DETAILS
TRAN-NGUYEN DEVELOPMENT
3/26/2023TED-40-4210D C21006052LUA21-000206PR21-000214SURFACE WATER UTILITY
JFarah 04/21/2023
DEVELOPMENT ENGINEERING
yqi 04/21/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DRAINAGE DETAILS PLAN
TRAN-NGUYEN DEVELOPMENT
C-24.0
24WWP-27-4210S-421004
3/28/2023
293/26/2023 C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
WASTEWATER UTILITY
jstowell 04/24/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER MAIN DETAILS PLAN
TRAN-NGUYEN DEVELOPMENT
C-25.0
25WTRP-27-4210W-421005
3/28/2023
293/26/2023 C21006052LUA21-000206PR21-000214WATER UTILITY
ABDOUL GAFOUR 04/21/2023
DEVELOPMENT ENGINEERING
yqi 04/21/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER MAIN DETAILS PLAN
TRAN-NGUYEN DEVELOPMENT
W-421006WTRP-27-42103/28/2023
C-26.0
26 293/26/2023 C21006052LUA21-000206PR21-00021474
DEVELOPMENT ENGINEERING
yqi 04/21/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SIDEWALK DETAILS PLAN
TRAN-NGUYEN DEVELOPMENT
C-27.0
2927TED-40-4210R-421012
3/28/2023
3/26/2023 C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SIDEWALK DETAILS PLAN
TRAN-NGUYEN DEVELOPMENT
C-28.0
28 29TED-40-4210R-421013
SIDEWALK WING DETAILS
NTS
3/28/2023
CONCRETE DRIVEWAYS WITH A WIDTH GREATER THAN 15'-0" MUST HAVE A 3/8" TRANSVERSE CONTRACTION
NOTE:
EDGE OF SIDEWALK
EDGE OF CURB
1.5%1.0%
8.5'
12.5'
8.0'
15.0'
EDGE OF SIDEWALK
EDGE OF CURB
9.0'
8.0'
5.0'7.5'
2.0%
2.0%
273.15
273.20
273.01
2.0%
6.0'
2.0%
2.0%
273.13273.28
273.38
MATCH WITH EXISTING GROUND ELEVATION
MATCH WITH EXISTING GROUND ELEVATION
270.70
270.86
270.59
270.74
5.6'
6.4'
2'
D-D ASPHALT LANDING PATH DETAILS C-C ASPHALT LANDING PATH DETAILS
3/26/2023
NTS NTS
CW
A1'-
6"AMAX2%
CW
2
0'-
0"WI
DTH5' WI
NG8'-5"
5'-0"
DETAIL A
2" ABOVE
PAVEMENT
1" ABOVE
PAVEMENT
1
1
1'-
0"
1'-
0"
2"TYPBBMAX8.3
%
MAX2%
MAX2%
CW
CWMAX8.3
%
(TYP)
1
5'-
0" MAX2
0'-
0"
CW 5'-0"
DETAIL B
CURB & APPROACH
DRIVEWAY W/ MONOLITHIC
6"SCORE LINE
12" THROUGH
JOINT
JOINT
PLANTING STRIP IS
CW PAVEMENT
3/8" THROUGH JOINT IF
JOINT
3/8" THROUGH
3/8" THROUGH CONTRACTI
ONJ
OI
NT SEENOTE CONTRACTI
ONJ
OI
NT SEENOTE
3/
8" J
OI
NTP
ROVI
DE A THROUGHT
1'-
6"WI
DTH5' WI
NGCW
PAVEMENT
PLANTING
STRIP
IS
3/8" THROUGH
JOINT IF
1.6%C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SIDEWALK DETAILS PLAN
TRAN-NGUYEN DEVELOPMENT
C-29.0
2929TED-40-4210R-421014
3/28/2023
3/26/2023 C21006052LUA21-000206PR21-000214DEVELOPMENT ENGINEERING
yqi 04/21/2023