HomeMy WebLinkAboutExhibit F – 60% Design DrawingsDATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
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COVER SHEET
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CITY OF RENTON
VOLUME 2 OF 2
LOCATION MAPVICINITY MAP
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENT
SCALE: 1" = 2,000' SCALE: 1" = 1,000'
PROJECT VICINITY
PROJECT AREA
RENTON CITY COUNCIL
ARMANDO PAVONE - MAYOR
JAMES ALBERSON, JR.
RYAN MCIRVIN
VALERIE O'HALLORAN
RUTH PÉREZ
ED PRINCE
CARMEN RIVERA
KIM-KHÁNH VĂN
WASTEWATER UTILITY ENGINEERING MANAGER
JOE STOWELL, PE (425) 430-7212
JSTOWELL@RENTONWA.GOV
WASTEWATER UTILITY PROJECT ENGINEER
ANOUSHEH NAWAZ (425) 757-9156
ANAWAZ@RENTONWA.GOV
DESIGN TEAM
CAG 23-403
DECEMBER 2024
ELECTRICAL:
TETRA TECH
ARMIN AGNISH
19803 NORTH CREEK PKWY
BOTHELL, WA 98011
(425) 482-7600
ARMIN.AGNISH@TETRATECH.COM
CIVIL:
CAROLLO ENGINEERS
CHEYENNE THOMPSON, PE
1200 5TH AVENUE
SUITE 900
(206) 684-6532
CTHOMPSON@CAROLLO.COM
SURVEY & LANDSCAPE DESIGN:
KPG PSOMAS
MIKE BOWEN, PLS
COREEN SCHMIDT, PLA
2502 JEFFERSON AVENUE
TACOMA, WA 98402
(253) 627-0720
MIKE.BOWEN@PSOMAS.COM
COREEN.SCHMIDT@PSOMAS.COM
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GENERAL
KEY MAP AND DRAWING INDEX
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DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
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NOT FOR CONSTRUCTION38087
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FLUSH
STATION
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
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N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
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COR MH #5379
COR MH #5378
LAKE WASHINGTON
NO. 2 LIFT STATION
COR MH #5380
SHEET NO.DRAWING NO.SHEET TITLE
GENERAL
G01 COVER SHEET
G02 KEY MAP, DRAWING LIST, AND DESIGN CRITERIA
G03 GENERAL NOTES, LEGEND, AND ABBREVIATIONS
G04 CITY OF RENTON STANDARD NOTES
DEMOLITION
D01 LAKELINE ABANDONMENT - FLUSH AND LIFT STATION
D02 LAKELINE ABANDONMENT - MANHOLES
CIVIL
C01 LOW-PRESSURE SANITARY SEWER FORCE MAIN STA 13+20 TO 18+00
C02 LOW-PRESSURE SANITARY SEWER FORCE MAIN STA 18+00 TO 23+00
C03 LOW-PRESSURE SANITARY SEWER FORCE MAIN STA 23+00 TO 28+00
C04 LOW-PRESSURE SANITARY SEWER FORCE MAIN STA 28+00 TO 31+00
C05 LOW-PRESSURE SANITARY SEWER FORCE MAIN STA 35+00 TO 38+00
C06 LOW-PRESSURE SANITARY SEWER FORCE MAIN STA 41+50 TO 44+00
C07 LOW-PRESSURE SANITARY SEWER FORCE MAIN STA 44+00 TO 46+00
C08 LOW-PRESSURE SANITARY SEWER FORCE MAIN STA 45+00 TO 49+00
C09 LOW-PRESSURE SANITARY SEWER FORCE MAIN STA 49+00 TO 53+00
C10 LOW-PRESSURE SANITARY SEWER FORCE MAIN STA 10+00 TO 11+50
CIVIL SITE PLANS
CS01 CIVIL SITE PLANS 1 - 2727, 2731, 2801 MOUNTAIN VIEW AVE N
CS02 CIVIL SITE PLANS 2 - 2805, 2807, 2811 MOUNTAIN VIEW AVE N
CS03 CIVIL SITE PLANS 3 - 2815, 2827 MOUNTAIN VIEW AVE N
CS04 CIVIL SITE PLANS 4 - 2905/2907 MOUNTAIN VIEW AVE N
CS05 CIVIL SITE PLANS 5 - 2921, 3001, 3003 MOUNTAIN VIEW AVE N
CS06 CIVIL SITE PLANS 6 - 3005, 3011, 3015 MOUNTAIN VIEW AVE N
CS07 CIVIL SITE PLANS 7 - 3007, 3009, 3013 MOUNTAIN VIEW AVE N
CS08 CIVIL SITE PLANS 8 - 3101, 3103, 3107 MOUNTAIN VIEW AVE N
CS09 CIVIL SITE PLANS 9 - 3111, 3115, 3119 MOUNTAIN VIEW AVE N
CS10 CIVIL SITE PLANS 10 - 3205, 3209 MOUNTAIN VIEW AVE N
CS11 CIVIL SITE PLANS 11 - 3213, 3217 MOUNTAIN VIEW AVE N
CS12 CIVIL SITE PLANS 12 - 3233 MOUNTAIN VIEW AVE N
CS13 CIVIL SITE PLANS 13 - 3307 MOUNTAIN VIEW AVE N
CS14 CIVIL SITE PLANS 14 - 3401, 3405, 3411 LAKE WASHINGTON BLVD N
CS15 CIVIL SITE PLANS 15 - KENNYDALE BEACH PARK
CS16 CIVIL SITE PLANS 16 - 3601 - 3619 LAKE WASHINGTON BLVD N
CS17 CIVIL SITE PLANS 17 - 3625 - 3713 LAKE WASHINGTON BLVD N
CS18 CIVIL SITE PLANS 18 - 3715 - 3815 LAKE WASHINGTON BLVD N
CS19 CIVIL SITE PLANS 19 - 3821 - 3827 LAKE WASHINGTON BLVD N
CIVIL DETAILS
CD1 CIVIL DETAILS - GRINDER PUMP SCHEDULE
CD2 CIVIL DETAILS - TYPICAL GRINDER PUMP INSTALLATION
CD3 CIVIL DETAILS - SIDE SEWER & GRINDER PUMP
CD4 CIVIL DETAILS - LATERALS
CD5 CIVIL DETAILS - FORCE MAIN
CD6 CIVIL DETAILS - FORCE MAIN
CD7 CIVIL DETAILS - CITY OF RENTON STANDARDS
ELECTRICAL
E01 SYMBOLS SHEET
E02 GENERAL NOTES AND ABBREVIATIONS
E03 SERVICE DROP SITE LAYOUT + GEN PLAN
E04 UG VAULT LAYOUT
E05 E-ONE/OTHER CONTROL PANEL DETAIL
E06 E-ONE/OTHER GRINDER PUMP CONNECTION DETAIL
E07 ADDITIONAL ELECTRICAL DETAILS
E08 ONE-LINE DIAGRAM AND SCHEDULES
E09 ONE-LINE DIAGRAM AND SCHEDULES (CONT.)
E10 SCHEDULES
E11 SCHEDULES (CONT.)
ES01 ELECTRICAL SITE PLAN 1
ES02 ELECTRICAL SITE PLAN 2
ES03 ELECTRICAL SITE PLAN 3
ES04 ELECTRICAL SITE PLAN 4
ES05 ELECTRICAL SITE PLAN 5
ES06 ELECTRICAL SITE PLAN 6
ES07 ELECTRICAL SITE PLAN 7
ES08 ELECTRICAL SITE PLAN 8
ES09 ELECTRICAL SITE PLAN 8
ES10 ELECTRICAL SITE PLAN 10
LANDSCAPE RESTORATION
LS01 LANDSCAPE RESTORATION PLAN 1
LS02 LANDSCAPE RESTORATION PLAN 2
LS03 LANDSCAPE RESTORATION PLAN 3
LS04 LANDSCAPE RESTORATION PLAN 4
LS05 LANDSCAPE RESTORATION PLAN 5
LS06 LANDSCAPE RESTORATION PLAN 6
LS07 LANDSCAPE RESTORATION PLAN 7
LS08 LANDSCAPE RESTORATION PLAN 8
LS09 LANDSCAPE RESTORATION PLAN 9
LS10 LANDSCAPE RESTORATION PLAN 10
LS11 LANDSCAPE RESTORATION DETAILS 1
LS12 LANDSCAPE RESTORATION DETAILS 2
SURVEY NOTES:
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CS01
CS02
CS03
CS04
CS05
CS06CS07
CS08
CS09
CS10
CS11
CS12
CS13
CS14
CS15
CS16
CS17
CS18
CS19
CS20
C01
C02
C03
C04
C05
C06
C07
C08
C09
C10
KENNYDALE
BEACH PARK
GENE COULON
PARK
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SCALE: 1" = 200'
KEY PLAN - ROADWAY IMPROVEMENTS KEY PLAN - SITE IMPROVEMENTS
SCALE: 1" = 200'
400'200'0 100'
400'200'0 100'
8" CI LAKELINE
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GENERAL
GENERAL NOTES, LEGEND,
AND ABBREVIATIONS
12093A1000G003.dwg
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AB ANCHOR BOLT
ABC AGGREGATE BASE COURSE
AC ASPHALTIC CONCRETE
AFF ABOVE FINISHED FLOOR
AHR ANCHOR
ALM ALARM
AL ALUMINUM
APPROX APPROXIMATE
ASTM AMERICAN SOCIETY FOR TESTING AND
MATERIALS
AUTO AUTOMATIC
AVE AVENUE
AVG AVERAGE
@ AT
BSP BLACK STEEL PIPE
C CIVIL
CA CONCRETE ANCHOR
CB CATCH BASIN
CHNL CHANNEL
CITY CITY OF RENTON
CJ CONSTRUCTION JOINT
CL OR C CENTERLINE
CLP CONTROL PANEL
CLSM CONTROLLED LOW-STRENGTH
MATERIAL
CMP CORRUGATED METAL PIPE
CND CONDUIT
CO CLEANOUT
COMP COMPACTED
CONC CONCRETE
CONN CONNECTION
CONSTR CONSTRUCTION
CONT CONTINUE (D) (OUS) OR CONTROL
CP CONTROL POINT
CPEP CORRUGATED POLYETHYLENE PIPE
CPLG COUPLING
CPP CORRUGATED HIGH DENSITY
POLYETHYLENE PIPE
CTWD COTTONWOOD
CY CUBIC YARDS
D DRAIN, DEPTH
DBA DECIBELS ADJUSTED
DBH DIAMETER BREAST HEIGHT
DDES DEPARTMENT OF DEVELOPMENT AND
ENVIRONMENTAL SERVICES
DEG DEGREE
DET DETAIL
DIA OR Ø DIAMETER
DIM DIMENSION
DIP DUCTILE IRON PIPE
DWG DRAWING
DWN DOWN
E EAST
EA EACH
EL ELEVATION
ELEC ELECTRIC (AL)
EMBED EMBEDMENT
ENGR ENGINEER
EOP EDGE OF PAVEMENT
EQL EQUAL
EQPT EQUIPMENT
EX OR EXIST EXISTING
FLG FLANGE
FRP FIBERGLASS REINFORCED PLASTIC
FT OR 'FOOT, FEET
GIS GEOGRAPHIC INFORMATION SYSTEMS
HDPE HIGH DENSITY POLYETHYLENE
HOA HOMEOWNER'S ASSOCIATION
HORZ OR HORIZ HORIZONTAL
ID INSIDE DIAMETER OR INSIDE
DIMENSION
IE INVERT ELEVATION
IN OR "INCH, INCHES
INV INVERT
KC OR K.C.KING COUNTY
L LENGTH, LANDSCAPE
LF LINEAR FEET
MAX MAXIMUM
MDD MAXIMUM DRY DENSITY
MECH MECHANICAL
MFRS MANUFACTURER'S
MH MANHOLE, SANITARY
MIN MINIMUM
MISC MISCELLANEOUS
MON MONUMENT
N NORTH
NE NORTH EAST
NO OR #NUMBER
NOM NOMINAL
NTS NOT TO SCALE
NW NORTHWEST
O.C.ON CENTER
OD OUTSIDE DIAMETER
OHWM ORDINARY HIGH WATER MARK
PL PROPERTY LINE, PLACE
PNL PANEL
POC POINT OF CURVATURE
PSI POUND PER SQUARE INCH
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
R OR RAD RADIUS
RDCR REDUCER
REF REFERENCE
REINF REINFORCE (D) (ING) (MENT)
REQD REQUIRED
RWTR RECLAIMED WATER
S SEWAGE OR SOUTH OR SLOPE
SCV SWING CHECK VALVE
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SDR STANDARD DIMENSION RATIO
SE SOUTHEAST
SIM SIMILAR
SPEC SPECIFICATION
SS SANITARY SEWER, GRAVITY
SSFM SANITARY SEWER FORCE
MAIN
SSMH SANITARY SEWER MANHOLE
SST STAINLESS STEEL
STA STATION
STD STANDARD
STL STEEL
S/W SIDEWALK
SW SOUTHWEST
TDH TOTAL DYNAMIC HEAD
TOC TOP OF CONCRETE
TP-#TEST PIT NUMBER
TYP TYPICAL
V OR VLV VALVE
VERT VERTICAL
VLT VAULT
VOL VOLUME
W WEST, WIDTH, WATER
W/WITH
WD WATER DISTRICT
W/O WITHOUT
WSDOT WASHINGTON STATE
DEPARTMENT OF
TRANPORTATION
%PERCENT
SECTION CUT
TYPICAL DETAIL
REFERENCE
EXTERIOR ELEVATION
VIEWS
PHOTO LOCATION
GRID BUBBLE
PLAN/TITLE
SECTION OR DETAIL
TITLE W/ REFERENCE
DETAIL CALL-OUT
(ENLARGED)
ARROW INDICATES
POINT OF VIEW
DRAWING REFERENCE ##X##
PLAN NOT REFERENCED
VIEW
AREA DESIGNATOR
(WHEN APPLICABLE)
DISCIPLINE DESIGNATOR
CONSECUTIVE
SHEET NUMBER
TYPICAL DETAIL TITLE
SHEETS IN
DETAIL
MODIFICATION NOTE
S = STANDARD
J = JOB SPECIFIC
R = REVISED
N = NOTE TO TYPICAL DETAIL USER
DATE CREATED
(REVISED)
##X##
1
SEE INDICATED
DRAWING
VIEW
DRAWING CUT ORIGINATION
ALPHA = SECTION
NUMERIC = DETAIL
SCALE:
FILE:
PLAN
DESCRIPTION
FILE
SCALEA
VIEW TITLE
A
##X##
- = SHOWN ON SAME DRAWING
##X## = SEE INDICATED DRAWING
VIEW
SCALE:
FILE:
ELEVATIONC/1
##X##SCALE
FILE
DESCRIPTION
VIEW TITLE
TYP
?
TYPICAL DETAIL #
#
-
##X##
A
A 1
TYP
SHT OF XX/XX/20XXXX
LINE 3
LINE 2
S
LINE 1?
TYPICAL DETAIL #
HATCH PATTERNSABBREVIATIONSDETAIL REFERENCESNOTES
STAGING AREA
CLSM
TREAD PLATE
AGGREGATE
BASE COURSE
(ABC)
ASPHALT PAVING
GRATING
BEDROCK
CONCRETE
(ALL CLASSES)
DRAIN ROCK
GRAVEL
RIPRAP
EXISTING/
UNDISTURBED
SOIL
STRUCTURAL
FILL OR BACKFILL
STEEL
LANDSCAPING
OR
(WITH AERIAL)
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
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CITY OF RENTON STANDARD NOTES
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EROSION AND SEDIMENT CONTROL STANDARD NOTES:
(CITY OF RENTON STD. PLAN 268)
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 1 ST 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 CO.
WASTE WATER UTILITY STANDARD NOTES:
(CITY OF RENTON STD. PLAN 413)
1.ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST
EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED
BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS
SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988
HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE
APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE
APPROVED PLANS.
3.A PRE-CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE
ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING
CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24
HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
4.THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT
AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK
WITHIN THE PUBLIC RIGHT-OF-WAY.
5.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE
IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.
6.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS
OF RCW 19 122 A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO
STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON
SITE AT ALL TIMES.
7.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE
AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH
LAYER TO 95 PERCENT OF MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR
ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH MATERIALS
TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR
TRENCH BACKFILL (9-03.19).
8.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034,
SDR 35, C900/C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY.
9.SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING
FOUNDATION, ETC ) UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED
UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC ), IT SHALL BE DESIGNED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH
STANDARD DETAIL 412.
10.OPEN-CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS
SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03
9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY.
11.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST
EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED
BY THE CITY IN THE RENTON STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL
TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A
UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH
STANDARD PLAN 405.
12.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE CITY FOR THE PREVENTION OF ON-SITE EROSION BOTH DURING
CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE
CURRENT SURFACE WATER DESIGN MANUAL.
13.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE
SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
SURFACE WATER STANDARD NOTES:
(CITY OF RENTON STD. PLAN 267 & 267.10)
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 SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL
PERMITS PRIOR TO CONSTRUCTION.
3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH
THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM),
RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION
(APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION
OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT
NO ADDITIONAL COST TO THE CITY.
4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS
APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR
STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND
APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE
CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS
WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.
5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY
OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY
AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE
APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS
SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY
BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS-BUILT
DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS.
THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS.
7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE,
NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND
ELEVATIONS SHALL BE NOTED ON THE PLANS.
8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY
DENSITY PER SECTION 2-03.3(14)D - COMPACTION ANDMOISTURE CONTROL TESTS OF THE WSDOT
STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH
BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92%
OF MAXIMUM DRY DENSITY.
9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS
SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL
BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS.
10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF
CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING
MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED.
11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION
WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY.
12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND
BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE
TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING
MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A
UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE
CITY STANDARD PLAN 220.00, 220.10, AND 220.20.
13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND
OUTSIDE.
14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE
IRON, BOLT-LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, 204.40, AND 204.50.
STRUCTURES SHALL HAVE:
•RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE
ROADWAY.
•ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT
OUTSIDE OF THE CURB/GUTTER LINE.
•ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN
AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND
EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO.
15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT
WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM.
16.LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL
GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH
FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.
17.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO
PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH.
18.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND
QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT
AND SHALL MEET THE FOLLOWING SPECIFICATIONS:
•4 - 8 INCH ROCK / 40 - 70% PASSING;
•2 - 4 INCH ROCK / 30 - 40% PASSING; AND
•LESS THAN 2 INCH ROCK /10 - 20% PASSING.
19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE
INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE
SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING
DRAINS SHALL NOT BE CONNECTED TO ON-SITE BMPS.
20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A
BOLT-LOCKING LID MARKED "STORM” OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE
OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER
THE CITY STANDARD PLAN 227.00.
21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR
LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR
TO CONSTRUCTION.
22.ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED (PUBLIC AND PRIVATE) STORM
CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE
CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE
CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR
PAVEMENT.
23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN
ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE
PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR
ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED.
24.FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE
DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE
AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH
COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00.
25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE
APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH
STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER
FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION.
26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY
OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO
PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED.
ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC
FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF
THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY.
27.PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH
SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS
(RMC 4-3-050).
28.PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS,
ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES,
BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY
SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A
NON-SLIP OR NON-SKID LID PER ADA REQUIREMENTS.
29.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE
MAINTAINED BY THE APPLICANT.
30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE
RENTON SWDM.
31.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT
A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS
BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM
RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT.
COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER
IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER
PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE
MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE
FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER
ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING
OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER
TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS
SHALL BE TESTED USING ASTM C1781.
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
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2727 MOUNTAIN VIEW AVE N
PROJECT NO.
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FILE NAME:
D01
DEMOLITION
LAKE LINE ABANDONMENT -
FLUSH & LIFT STATION
12093A100D01.dwg
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KEY NOTES:
1.CAP EXISTING 8" DI INTAKE IN VAULT
2.DEMOLISH EXISTING ELECTRICAL SHELTER AND
ASSOCIATED APPURTENANCES DOWN TO
EXISTING CONCRETE PAD.
3.REMOVE CONCRETE VAULT TO A MINIMUM
DEPTH OF 3.0' BELOW SURROUNDING GRADE.
DEMOLISH EXISTING APPURTENANCES INSIDE
VAULT AND BACKFILL WITH STRUCTURAL FILL.
4.REMOVE CONCRETE WET WELL TO A MINIMUM
DEPTH OF 3.0' BELOW SURROUNDING GRADE.
DEMOLISH EXISTING APPURTENANCES INSIDE
WET WELL AND BACKFILL WITH STRUCTURAL
FILL.
X
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
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NOT FOR CONSTRUCTION38087
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KEY PLAN
usanorth811.org
THIS SHEET
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
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W
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SCALE
SCALE: 1" = 20'
FLUSH STATION - PLAN
2
1
DEMO 3.0' MIN.
BELOW EX GRADE
4
2
3
40'20'0 10'
SCALE: NTS
FLUSH STATION - PHOTO VIEW
SCALE: NTS
FLUSH STATION - SECTION VIEW
NOTES:
1. SEE RECORD DRAWINGS (CITY OF RENTON
DRAWINGS #S-2987. "2004 LIFT STATION
REHABILITATION, LAKE WASHINGTON FLUSHING
STATION AND MISTY COVE LIFT STATION", RH2, 2006)
FOR ADDITIONAL DETAILS OF LAKELINE AND
MANHOLES.
REVIEW NOTE: SHEET TO BE
REVISED PER STORMWATER
OUTFALL CONVERSION
DESIGN PENDING
AMENDMENT APPROVAL
PROJECT NO.
LA
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FILE NAME:
D02
DEMOLITION
LAKE LINE ABANDONMENT - MANHOLES
12093A100D02.dwg
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KEY NOTES:
1.TOP SECTION OF EXISTING MANHOLES TO BE
REMOVED. REMAINDER OF MANHOLES TO
REMAIN.
2.EXISTING LAKELINE TO BE ABANDONED ON
PLACE, SEE SPECIFICATIONS.
3.PLACEMENT OF SPAWNING GRAVEL AT EXPOSED
SECTIONS OF PIPE AND MANHOLES AS REQUIRED
PER USACE PERMIT CONDITIONS.
X
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
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KEY PLAN
usanorth811.org
SCALE
COR MH #5380 COR MH #5378
COR MH #5379
NOTES:
1.EXISTING MANHOLE DETAILS ON THIS SHEET ARE PER
RECORD DRAWINGS (CITY OF RENTON DRAWINGS #S-3062,
TETRA TECH/KCM, INC., 2003)
1
AS SHOWN
2
3
1
2
1
2
23
24
25
26
27
2726
25
24
27
26
25
25
28
27
26
34
35 36
37
28
29 30 31
32
33
14+00
15+00 16+00
17+00
18+00
FLUSHING
CONNECTION #1
11.25 BEND
STA: 15+85.36
11.25 BEND
STA: 17+77.41
EXISTING GRADE
@ CL OF PIPELINE
PROPOSED GRADE
429 LF 2" FM (HDPE)
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
13+20 14+00 15+00 16+00 17+00 18+00
STA:13+60.69
FLUSHING CONNECTION
#1 (TERMINAL)
RIM 27.30
2" IE 24.68
STA:14+36.34
EX. 8" CMP CULVERT
IE 26.3
11.25 BEND
STA: 15+85.36
11.25 BEND
STA: 17+77.41
12
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KEY NOTES:
1.TERMINAL FLUSHING CONNECTION
2.PER DETAIL X/CXX
GENERAL NOTES:
1.ITEMS ENCOUNTERED ON SITE (INCLUDING
BELOW GRADE) NOT SHOWN ON DRAWINGS
SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNER'S REPRESENTATIVES IMMEDIATELY.
2.THE LOCATION OF EXISTING UTILITIES SHOWN ON
THE DRAWINGS IS APPROXIMATE AND MAY VARY
IN THE FIELD. ADDITIONAL UTILITIES MAY EXIST
ON SITE THAT ARE NOT SHOWN ON THE
DRAWINGS. VERIFY THE ACTUAL LOCATION OF
ALL UTILITIES BEFORE ANY CONSTRUCTION
ACTIVITIES COMMENCE. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER OF ANY
DIFFERENCES OF CONSEQUENCES.
3.MAINTAIN 3'-0" MINIMUM COVER OVER ALL PIPING.
THIS IS TYPICAL UNLESS OTHERWISE NOTED ON
THE DRAWINGS.
4.MAINTAIN 10'-0" HORIZONTAL AND 18" VERTICAL
PIPE-TO-PIPE SEPARATION BETWEEN POTABLE
WATER AND NON-POTABLE PIPING UNLESS
NOTED OTHERWISE ON THE PLANS.
5.SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL
AND INSTALLATION REQUIREMENTS.
X
usanorth811.org
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
THIS SHEET
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
SCALE
(HORIZ)
10'5'0 2.5'
SCALE: 1" = 5'
40'20'0 10'
SCALE: 1" = 20'
(VERT)
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
MA
T
C
H
L
I
N
E
S
T
A
1
8
+
0
0
S
E
E
D
W
G
C
0
2
MOUNTAIN VI
E
W
A
V
E
N
EASTRAIL
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
3'
-
0
"
MI
N
PLAN VIEW
STA 13+20 TO 18+00
PROFILE VIEW
STA 13+20 TO 18+00
11
CD5
8
CD5
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CCT
BWH
C01
CIVIL
LOW PRESSURE SANITARY SEWER FORCE MAIN
STA. 13+20 TO 18+00
12093A1000C01.dwg
Wa
d
e
.
C
a
t
o
202687-100000
EXISTING GRADE
@ CL OF PIPELINE
PROPOSED GRADE
20
25
30
35
40
45
50
20
25
30
35
40
45
50
18+00 19+00 20+00 21+00 22+00 23+00
215 LF 2" FM (HDPE)
STA:19+17.49
COMBINATION AIR
VALVE STATION
3" IE 36.94
11.25 BEND
STA: 22+62.16
11.25 BEND
STA: 19+79.18
2" x 3" REDUCER
STA: 20+14.64
285 LF 3" FM (HDPE)
38
37
36
35
34
38
38
37
39
39
38
38
37
35
36
37
38
18+00
19+00
20+00 21+00
22+00
23+00
COMBINATION AIR
VALVE STATION
11.25 BEND
STA: 19+79.18
11.25 BEND
STA: 22+62.16
2" x 3" REDUCER
STA: 20+14.64
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
C02
CIVIL
LOW-PRESSURE SANITARY SEWER FORCE MAIN
STA: 18+00 TO 23+00
12093A1000C02.dwg
Wa
d
e
.
C
a
t
o
202687-100000
12
/
2
0
/
2
0
2
4
6
:
5
9
:
5
9
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
THIS SHEET
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
SCALE
(HORIZ)
10'5'0 2.5'
SCALE: 1" = 5'
40'20'0 10'
SCALE: 1" = 20'
(VERT)
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
MOUNTAIN VIEW A
V
E
N
EASTRAIL
M
A
T
C
H
L
I
N
E
S
T
A
1
8
+
0
0
S
E
E
D
W
G
C
0
1
MA
T
C
H
L
I
N
E
S
T
A
2
3
+
0
0
S
E
E
D
W
G
C
0
3
KEY NOTES:
1.PLACE TEXT
2.PLACE TEXT
3.PLACE TEXT
GENERAL NOTES:
1.ITEMS ENCOUNTERED ON SITE (INCLUDING
BELOW GRADE) NOT SHOWN ON DRAWINGS
SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNER'S REPRESENTATIVES IMMEDIATELY.
2.THE LOCATION OF EXISTING UTILITIES SHOWN ON
THE DRAWINGS IS APPROXIMATE AND MAY VARY
IN THE FIELD. ADDITIONAL UTILITIES MAY EXIST
ON SITE THAT ARE NOT SHOWN ON THE
DRAWINGS. VERIFY THE ACTUAL LOCATION OF
ALL UTILITIES BEFORE ANY CONSTRUCTION
ACTIVITIES COMMENCE. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER OF ANY
DIFFERENCES OF CONSEQUENCES.
3.MAINTAIN 3'-0" MINIMUM COVER OVER ALL PIPING.
THIS IS TYPICAL UNLESS OTHERWISE NOTED ON
THE DRAWINGS.
4.MAINTAIN 10'-0" HORIZONTAL AND 18" VERTICAL
PIPE-TO-PIPE SEPARATION BETWEEN POTABLE
WATER AND NON-POTABLE PIPING UNLESS
NOTED OTHERWISE ON THE PLANS.
5.SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL
AND INSTALLATION REQUIREMENTS.
X
3'
-
0
"
MI
N
PLAN VIEW
STA 18+00 TO 23+00
PROFILE VIEW
STA 18+00 TO 23+00
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
C02
CIVIL
LOW-PRESSURE SANITARY SEWER FORCE MAIN
STA: 18+00 TO 23+00
12093A1000C02.dwg
Wa
d
e
.
C
a
t
o
202687-100000
9
CD5
8
CD5
8
CD5
3
7
38
38
38
38
38
38
37
3
7
37
37
35
33
32
31
30
29
3
7
23+00
24+00
25+00
26+00 27+00
28+00
FLUSHING
CONNECTION #2
11.25 BEND
STA: 25+19.01
22.5 BEND
STA: 27+80.88
20
25
30
35
40
45
50
20
25
30
35
40
45
50
23+00 24+00 25+00 26+00 27+00 28+00
STA: 23 + 28.78, 0.00' RT
FLUSHING CONNECTION
#2
PROPOSED GRADE
EXISTING GRADE
@ CL OF PIPELINE
500 LF 3" FM (HDPE)
STA: 23 + 26.11, 0.00' RT
ISOLATION BALL VALVE
11.25 BEND
STA: 25+19.01 22.5 BEND
STA: 27+80.88
12
/
2
0
/
2
0
2
4
7
:
1
4
:
5
2
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
THIS SHEET
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
SCALE
(HORIZ)
40'20'0 10'
SCALE: 1" = 20'
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
MA
T
C
H
L
I
N
E
S
T
A
2
8
+
0
0
S
E
E
D
W
G
C
0
4
M
A
T
C
H
L
I
N
E
S
T
A
2
3
+
0
0
S
E
E
D
W
G
C
0
2
MOUNTAIN VIEW AVE
N
EASTRAIL
KEY NOTES:
1.PLACE TEXT
2.PLACE TEXT
3.PLACE TEXT
GENERAL NOTES:
1.ITEMS ENCOUNTERED ON SITE (INCLUDING
BELOW GRADE) NOT SHOWN ON DRAWINGS
SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNER'S REPRESENTATIVES IMMEDIATELY.
2.THE LOCATION OF EXISTING UTILITIES SHOWN ON
THE DRAWINGS IS APPROXIMATE AND MAY VARY
IN THE FIELD. ADDITIONAL UTILITIES MAY EXIST
ON SITE THAT ARE NOT SHOWN ON THE
DRAWINGS. VERIFY THE ACTUAL LOCATION OF
ALL UTILITIES BEFORE ANY CONSTRUCTION
ACTIVITIES COMMENCE. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER OF ANY
DIFFERENCES OF CONSEQUENCES.
3.MAINTAIN 3'-0" MINIMUM COVER OVER ALL PIPING.
THIS IS TYPICAL UNLESS OTHERWISE NOTED ON
THE DRAWINGS.
4.MAINTAIN 10'-0" HORIZONTAL AND 18" VERTICAL
PIPE-TO-PIPE SEPARATION BETWEEN POTABLE
WATER AND NON-POTABLE PIPING UNLESS
NOTED OTHERWISE ON THE PLANS.
5.SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL
AND INSTALLATION REQUIREMENTS.
X
3'
-
0
"
MI
N
PLAN VIEW
STA 23+00 TO 28+00
PROFILE VIEW
STA 23+00 TO 28+00
10
CD5
8
CD5
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CCT
BWH
C03
CIVIL
LOW-PRESSURE SANITARY SEWER FORCE MAIN
STA. 23+00 TO 28+00
12093A1000C03.dwg
Bo
b
.
P
i
e
r
c
e
202687-100000
10'5'0 2.5'
SCALE: 1" = 5'(VERT)
EXISTING GRADE
@ CL OF PIPELINE
PROPOSED GRADE
20
25
30
35
40
45
50
20
25
30
35
40
45
50
28+00 29+00 30+00 31+00
209 LF 3" FM (HDPE)
STA:30+00.60
COMBINATION AIR
VALVE STATION
3" IE 40.25
STA:29+94.89
12" WATER CROSSING
IE:37.91
STA:29+72.11
6" WATER CROSSING
IE:34.13STA:29+58.41
12" CONC. SD CROSSING
IE:34.10
ST
A
.
3
0
+
1
1
.
8
2
EX
S
S
M
H
3
3
2
9
RI
M
=
4
4
.
2
5
8"
I
E
(
N
,
E
,
S
)
3
7
.
7
3"
I
E
(
W
)
4
0
.
2
5
11.25 BEND
STA: 28+96.27
45 BEND
STA: 29+65.52
11.25 BEND
STA: 29+76.72
DISCHARGE #1 -
INSIDE DROP
CONNECTION
12 " HP PSE GAS MAIN
(ASSUMED DEPTH)
37
38
39
40
41
42
43
44
44
45
48
47
46
4
3
38
45
28+00
29+00
30+00
31+00
COMBINATION AIR
VALVE STATION
EX SSMH 3329
STA. 30+11.82
N=192952.61
E=1300539.83
11.25 BEND
STA: 28+96.27
45 BEND
STA: 29+65.52
11.25 BEND
STA: 29+76.72
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CCT
BWH
C04
CIVIL
LOW-PRESSURE SANITARY SEWER FORCE MAIN
STA. 28+00 TO 31+00
12093A1000C04.dwg
Wa
d
e
.
C
a
t
o
202687-100000
12
/
1
8
/
2
0
2
4
3
:
1
0
:
3
0
P
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
THIS SHEET
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
SCALE
(HORIZ)
10'5'0 2.5'
SCALE: 1" = 5'
40'20'0 10'
SCALE: 1" = 20'
(VERT)
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
M
A
T
C
H
L
I
N
E
S
T
A
2
8
+
0
0
S
E
E
D
W
G
C
0
3
MOUNT
A
I
N
V
I
E
W
A
V
E
N
LAKE W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
EAS
T
R
A
I
L
KEY NOTES:
1.INSIDE DROP CONNECTION AT COR MH #3329
2.FM CONNECTION FOR 3233 MOUNTAIN VIEW AVE N
GENERAL NOTES:
1.ITEMS ENCOUNTERED ON SITE (INCLUDING
BELOW GRADE) NOT SHOWN ON DRAWINGS
SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNER'S REPRESENTATIVES IMMEDIATELY.
2.THE LOCATION OF EXISTING UTILITIES SHOWN ON
THE DRAWINGS IS APPROXIMATE AND MAY VARY
IN THE FIELD. ADDITIONAL UTILITIES MAY EXIST
ON SITE THAT ARE NOT SHOWN ON THE
DRAWINGS. VERIFY THE ACTUAL LOCATION OF
ALL UTILITIES BEFORE ANY CONSTRUCTION
ACTIVITIES COMMENCE. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER OF ANY
DIFFERENCES OF CONSEQUENCES.
3.MAINTAIN 3'-0" MINIMUM COVER OVER ALL PIPING.
THIS IS TYPICAL UNLESS OTHERWISE NOTED ON
THE DRAWINGS.
4.MAINTAIN 10'-0" HORIZONTAL AND 18" VERTICAL
PIPE-TO-PIPE SEPARATION BETWEEN POTABLE
WATER AND NON-POTABLE PIPING UNLESS
NOTED OTHERWISE ON THE PLANS.
5.SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL
AND INSTALLATION REQUIREMENTS.
X
3'
-
0
"
MI
N
PLAN VIEW
STA 28+00 TO 31+00
PROFILE VIEW
STA 28+00 TO 31+00
9
CD5
8
CD5
12
CD6
42
41
40
43
44
4544
36
35+00
36+00
37+00
38+00
22.5 BEND
STA: 36+12.69
45 BEND
STA: 35+70.8645 BEND
STA: 35+63.10
11.25 BEND
STA: 35+70.57
22.5 BEND
STA: 35+76.95
22.5 BEND
STA: 36+32.75
COMBINATION AIR
VALVE STATION
FLUSHING
CONNECTION #2
(TERMINAL)
EXISTING GRADE
@ CL OF PIPELINE
20
25
30
35
40
45
50
20
25
30
35
40
45
50
34+00 35+00 36+00 37+00 38+00
ST
A
.
3
5
+
9
3
.
4
7
EX
S
S
M
H
4
9
6
9
IN
V
I
N
=
3
5
.
0
0
(
8
"
N
)
IN
V
I
N
=
3
5
.
0
0
(
8
"
E
)
IN
V
I
N
=
3
5
.
0
0
(
8
"
S
)
RI
M
=
4
3
.
7
2
3"
I
E
(
W
)
4
0
.
0
22.5 BEND
STA: 35+76.95
11.25 BEND
STA: 35+70.57
45 BEND
STA: 35+63.10
45 BEND
STA: 35+70.86
22.5 BEND
STA: 36+12.69
22.5 BEND
STA: 36+32.75
STA:35+77.61
COMBINATION AIR
VALVE STATION
3" IE 40.0
DISCHARGE #2 -
INSIDE DROP
CONNECTION
239 LF 3" FM (HDPE)
STA:37+48.34
FLUSHING
CONNECTION #2
(TERMINAL)
12" HP PSE GAS
MAIN (ASSUMED
DEPTH)
1
MA
T
C
H
L
I
N
E
S
T
A
X
X
X
S
E
E
D
W
G
C
0
6
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CCT
BWH
C05
CIVIL
LOW-PRESSURE SANITARY SEWER FORCE MAIN
STA. 35+00 TO 38+00
12093A1000C05.dwg
Wa
d
e
.
C
a
t
o
202687-100000
12
/
2
0
/
2
0
2
4
7
:
3
1
:
5
9
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
THIS SHEET
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
SCALE
(HORIZ)
10'5'0 2.5'
SCALE: 1" = 5'
40'20'0 10'
SCALE: 1" = 20'
(VERT)
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
LAKE WASHINGTON BLVD N
EASTRAIL
KEY NOTES:
1.CONTRACTOR SHALL COORDINATE
CONSTRUCTION WITH PUGET SOUND ENERGY
(PSE) PRIOR TO EXCAVATION NEAR GAS MAINS.
THE PSE REPRESENTATIVE SHALL (AT A MINIMUM)
BE ONSITE FOR CONSTRUCTION AROUND 4"
DIAMETER OR LARGER AND/OR HIGH PRESSURE
GAS MAINS.
GENERAL NOTES:
1.ITEMS ENCOUNTERED ON SITE (INCLUDING
BELOW GRADE) NOT SHOWN ON DRAWINGS
SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNER'S REPRESENTATIVES IMMEDIATELY.
2.THE LOCATION OF EXISTING UTILITIES SHOWN ON
THE DRAWINGS IS APPROXIMATE AND MAY VARY
IN THE FIELD. ADDITIONAL UTILITIES MAY EXIST
ON SITE THAT ARE NOT SHOWN ON THE
DRAWINGS. VERIFY THE ACTUAL LOCATION OF
ALL UTILITIES BEFORE ANY CONSTRUCTION
ACTIVITIES COMMENCE. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER OF ANY
DIFFERENCES OF CONSEQUENCES.
3.MAINTAIN 3'-0" MINIMUM COVER OVER ALL PIPING.
THIS IS TYPICAL UNLESS OTHERWISE NOTED ON
THE DRAWINGS.
4.MAINTAIN 10'-0" HORIZONTAL AND 18" VERTICAL
PIPE-TO-PIPE SEPARATION BETWEEN POTABLE
WATER AND NON-POTABLE PIPING UNLESS
NOTED OTHERWISE ON THE PLANS.
5.SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL
AND INSTALLATION REQUIREMENTS.
X
3'
-
0
"
MI
N
PLAN VIEW
STA 35+00 TO 38+00
PROFILE VIEW
STA 35+00 TO 38+00
9
CD5
12
CD6
8
CD5
11
CD5
2
5
26
27
42+00
43+00
44+00
22.5 BEND
STA: 43+10.77
22.5 BEND
STA: 43+33.73 45 BEND
STA: 43+91.14
EXISTING GRADE
@ CL OF PIPELINE
PROPOSED GRADE
5
10
15
20
25
30
35
5
10
15
20
25
30
35
41+50 42+00 43+00 44+00
197 LF 2" FM (HDPE)
STA:41+99.29
FLUSHING CONNECTION
#3 (TERMINAL)
RIM 25.00
2" IE 21.52
45 BEND
STA: 43+91.14
22.5 BEND
STA: 43+33.7322.5 BEND
STA: 43+10.77
MA
T
C
H
L
I
N
E
S
T
A
X
X
X
S
E
E
D
W
G
C
0
5
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CCT
BWH
C06
CIVIL
LOW-PRESSURE SANITARY SEWER FORCE MAIN
STA. 41+00 TO 44+00
12093A1000C06.dwg
Wa
d
e
.
C
a
t
o
202687-100000
12
/
2
0
/
2
0
2
4
7
:
4
6
:
3
3
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
THIS SHEET
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
SCALE
(HORIZ)
10'5'0 2.5'
SCALE: 1" = 5'
40'20'0 10'
SCALE: 1" = 20'
(VERT)
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
MA
T
C
H
L
I
N
E
S
T
A
4
4
+
0
0
S
E
E
D
W
G
C
0
7
EASTRAIL
GENERAL NOTES:
1.ITEMS ENCOUNTERED ON SITE (INCLUDING
BELOW GRADE) NOT SHOWN ON DRAWINGS
SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNER'S REPRESENTATIVES IMMEDIATELY.
2.THE LOCATION OF EXISTING UTILITIES SHOWN ON
THE DRAWINGS IS APPROXIMATE AND MAY VARY
IN THE FIELD. ADDITIONAL UTILITIES MAY EXIST
ON SITE THAT ARE NOT SHOWN ON THE
DRAWINGS. VERIFY THE ACTUAL LOCATION OF
ALL UTILITIES BEFORE ANY CONSTRUCTION
ACTIVITIES COMMENCE. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER OF ANY
DIFFERENCES OF CONSEQUENCES.
3.MAINTAIN 3'-0" MINIMUM COVER OVER ALL PIPING.
THIS IS TYPICAL UNLESS OTHERWISE NOTED ON
THE DRAWINGS.
4.MAINTAIN 10'-0" HORIZONTAL AND 18" VERTICAL
PIPE-TO-PIPE SEPARATION BETWEEN POTABLE
WATER AND NON-POTABLE PIPING UNLESS
NOTED OTHERWISE ON THE PLANS.
5.SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL
AND INSTALLATION REQUIREMENTS.
3'
-
0
"
MI
N
PROFILE VIEW
STA 41+50 TO 44+00
PLAN VIEW
STA 41+50 TO 44+00
11
CD5
8
CD5
39
40
41
42
43 44
45
46
47
48
48
49
44+0
0
45+0
0
COMBINATION AIR
VALVE STATION
45 BEND
STA: 44+05.95
22.5 BEND
STA: 44+65.07
22.5 BEND
STA: 45+02.76
22.5 BEND
STA: 45+42.69
22.5 BEND
STA: 45+48.07
3" X 3" WYE
STA: 45+51.19
2" X 3" REDUCER
STA: 45+50.90
EXISTING GRADE
@ CL OF PIPELINE
PROPOSED GRADE
20
25
30
35
40
45
50
20
25
30
35
40
45
50
44+00 45+00 46+00
STA:45+27.76
COMBINATION AIR
VALVE STATION
3" IE 44.08
EXISTING 96" KC
EASTSIDE INTERCEPTOR
TOP OF PIPE ~24.50
ST
A
.
4
5
+
1
8
.
4
3
EX
S
S
M
H
5
7
7
6
IN
V
I
N
=
4
1
.
8
0
(
8
"
S
E
)
IN
V
I
N
=
4
1
.
8
0
(
8
"
N
E
)
RI
M
=
4
7
.
6
8
3"
I
E
(
W
)
4
2
.
2
5
151 LF 2" FM (HDPE)
EX 8" WM
45 BEND
STA: 44+05.95
22.5 BEND
STA: 44+65.07
22.5 BEND
STA: 45+02.76
22.5 BEND
STA: 45+42.69
22.5 BEND
STA: 45+48.07
3" X 3" WYE
STA: 45+51.19
2" X 3" REDUCER
STA: 45+50.90
30 LF 3" FM (HDPE)
DISCHARGE #3 -
INSIDE DROP
CONNECTION
EX 12" HP PDE GAS MAIN
(ASSUMED DEPTH)
KEY PLAN
NORTH
SCALE
(HORIZ)
10'5'0 2.5'
SCALE: 1" = 5'
40'20'0 10'
SCALE: 1" = 20'
THIS SHEET
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
M
A
T
C
H
L
I
N
E
S
T
A
4
4
+
0
0
S
E
E
D
W
G
C
0
6
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CCT
BWH
C07
CIVIL
LOW-PRESSURE SANITARY SEWER FORCE MAIN
STA. 44+00 TO 46+00
12093A1000C07.dwg
Bo
b
.
P
i
e
r
c
e
202687-100000
12
/
2
0
/
2
0
2
4
7
:
4
3
:
3
5
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
LAKE
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
N
3
7
T
H
S
T
EAST
R
A
I
L
KEY NOTES:
1.CONTRACTORS SHALL COORDINATE
CONSTRUCTION WITH PUGET SOUND ENERGY
(PSE) PRIOR TO EXCAVATION NEAR GAS MAINS.
THE PSE REPRESENTATIVE SHALL (AT
MINIMUM)BE ONSITE FOR CONSTRUCTION
AROUND 4" DIAMETER OR LARGER HIGH
PRESSURE GAS MAINS.
GENERAL NOTES:
1.ITEMS ENCOUNTERED ON SITE (INCLUDING
BELOW GRADE) NOT SHOWN ON DRAWINGS
SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNER'S REPRESENTATIVES IMMEDIATELY.
2.THE LOCATION OF EXISTING UTILITIES SHOWN ON
THE DRAWINGS IS APPROXIMATE AND MAY VARY
IN THE FIELD. ADDITIONAL UTILITIES MAY EXIST
ON SITE THAT ARE NOT SHOWN ON THE
DRAWINGS. VERIFY THE ACTUAL LOCATION OF
ALL UTILITIES BEFORE ANY CONSTRUCTION
ACTIVITIES COMMENCE. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER OF ANY
DIFFERENCES OF CONSEQUENCES.
3.MAINTAIN 3'-0" MINIMUM COVER OVER ALL PIPING.
THIS IS TYPICAL UNLESS OTHERWISE NOTED ON
THE DRAWINGS.
4.MAINTAIN 10'-0" HORIZONTAL AND 18" VERTICAL
PIPE-TO-PIPE SEPARATION BETWEEN POTABLE
WATER AND NON-POTABLE PIPING UNLESS
NOTED OTHERWISE ON THE PLANS.
5.SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL
AND INSTALLATION REQUIREMENTS.
X
SEE SHEET C08 FOR
FM UPSTREAM OF
WYE
EXISTING 96" KC
EASTSIDE INTERCEPTOR
3'
-
0
"
MI
N
18"
MIN
PROFILE VIEW
STA 44+00 TO 46+00
MATCH LINE STA 46+00 SEE DWG C08
PLAN VIEW
STA 44+00 TO 46+00
12
CD6
8
CD5
9
CD5
(VERT)
39
26
27
27
2
8
29
29
45+00 46+00
47+00
48+00
49+00
COMBINATION AIR
VALVE STATION
STA: 45+59.81
FLUSHING
CONNECTION #4
3" X 3" WYE
STA: 45+51.19
45 BEND
STA: 45+56.62
22.5 BEND
STA: 45+76.42
22.55 BEND
STA: 46+77.44
2" x 3" REDUCER
STA: 47+00.00
11.25 BEND
STA: 47+17.43
11.25 BEND
STA: 48+60.94
10
15
20
25
30
35
40
10
15
20
25
30
35
40
45+00 46+00 47+00 48+00 49+00
EXISTING GRADE
@ CL OF PIPELINE
149 LF 3" FM (HDPE)
STA:45+77.97
COMBINATION AIR
VALVE STATION
3" IE 32.18
3" X 3" WYE
STA: 45+51.19
45 BEND
STA: 45+56.62
22.5 BEND
STA: 45+76.42
22.55 BEND
STA: 46+77.44
2" x 3" REDUCER
STA: 47+00.00
11.25 BEND
STA: 47+17.43
11.25 BEND
STA: 48+60.94
200 LF 2" FM (HDPE)
STA:45+56.81
FLUSHING
CONNECTION #4
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CCT
BWH
C08
CIVIL
LOW-PRESSURE SANITARY SEWER FORCE MAIN
STA. 45+00 TO 49+00
12093A1000C08.dwg
Wa
d
e
.
C
a
t
o
202687-100000
12
/
2
0
/
2
0
2
4
7
:
5
0
:
1
3
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
THIS SHEET
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
SCALE
(HORIZ)
10'5'0 2.5'
SCALE: 1" = 5'
40'20'0 10'
SCALE: 1" = 20'
(VERT)
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
WELLS AV
E
N
EASTRAIL
GENERAL NOTES:
1.ITEMS ENCOUNTERED ON SITE (INCLUDING
BELOW GRADE) NOT SHOWN ON DRAWINGS
SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNER'S REPRESENTATIVES IMMEDIATELY.
2.THE LOCATION OF EXISTING UTILITIES SHOWN ON
THE DRAWINGS IS APPROXIMATE AND MAY VARY
IN THE FIELD. ADDITIONAL UTILITIES MAY EXIST
ON SITE THAT ARE NOT SHOWN ON THE
DRAWINGS. VERIFY THE ACTUAL LOCATION OF
ALL UTILITIES BEFORE ANY CONSTRUCTION
ACTIVITIES COMMENCE. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER OF ANY
DIFFERENCES OF CONSEQUENCES.
3.MAINTAIN 3'-0" MINIMUM COVER OVER ALL PIPING.
THIS IS TYPICAL UNLESS OTHERWISE NOTED ON
THE DRAWINGS.
4.MAINTAIN 10'-0" HORIZONTAL AND 18" VERTICAL
PIPE-TO-PIPE SEPARATION BETWEEN POTABLE
WATER AND NON-POTABLE PIPING UNLESS
NOTED OTHERWISE ON THE PLANS.
5.SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL
AND INSTALLATION REQUIREMENTS.
SEE SHEET C07 FOR
CONTINUATION
3'
-
0
"
MI
N
MA
T
C
H
L
I
N
E
S
T
A
4
9
+
0
0
S
E
E
D
W
G
C
0
9
SEE SHEET C07 FOR
FM DOWNSTREAM
OF WYE
PLAN VIEW
STA 45+00 TO 49+00
PROFILE VIEW
STA 45+00 TO 49+00
MA
T
C
H
L
I
N
E
S
T
A
4
5
+
0
0
S
E
E
D
W
G
C
0
7
10
CD5
8
CD5
8
CD5
9
CD5
49+00
50+00
51+00 52+00
FLUSHING
CONNECTION #5
11.25 BEND
STA: 49+21.16
11.25 BEND
STA: 49+95.00
EXISTING GRADE
@ CL OF PIPELINE
10
15
20
25
30
35
40
10
15
20
25
30
35
40
49+00 50+00 51+00 52+00 53+00
337 LF 3" FM (HDPE)
STA:52+42.42
FLUSHING CONNECTION
#5 (TERMINAL)
RIM XX.XX
3" IE 24.1
11.25 BEND
STA: 49+21.16
11.25 BEND
STA: 49+95.00
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CCT
BWH
C09
CIVIL
LOW-PRESSURE SANITARY SEWER FORCE MAIN
STA. 49+00 TO 53+00
12093A1000C09.dwg
Bo
b
.
P
i
e
r
c
e
202687-100000
12
/
2
0
/
2
0
2
4
7
:
5
8
:
4
4
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
THIS SHEET
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
SCALE
(HORIZ)
10'5'0 2.5'
SCALE: 1" = 5'
40'20'0 10'
SCALE: 1" = 20'
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
M
A
T
C
H
L
I
N
E
S
T
A
4
9
+
0
0
S
E
E
D
W
G
C
0
8
GENERAL NOTES:
1.ITEMS ENCOUNTERED ON SITE (INCLUDING
BELOW GRADE) NOT SHOWN ON DRAWINGS
SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNER'S REPRESENTATIVES IMMEDIATELY.
2.THE LOCATION OF EXISTING UTILITIES SHOWN ON
THE DRAWINGS IS APPROXIMATE AND MAY VARY
IN THE FIELD. ADDITIONAL UTILITIES MAY EXIST
ON SITE THAT ARE NOT SHOWN ON THE
DRAWINGS. VERIFY THE ACTUAL LOCATION OF
ALL UTILITIES BEFORE ANY CONSTRUCTION
ACTIVITIES COMMENCE. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER OF ANY
DIFFERENCES OF CONSEQUENCES.
3.MAINTAIN 3'-0" MINIMUM COVER OVER ALL PIPING.
THIS IS TYPICAL UNLESS OTHERWISE NOTED ON
THE DRAWINGS.
4.MAINTAIN 10'-0" HORIZONTAL AND 18" VERTICAL
PIPE-TO-PIPE SEPARATION BETWEEN POTABLE
WATER AND NON-POTABLE PIPING UNLESS
NOTED OTHERWISE ON THE PLANS.
5.SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL
AND INSTALLATION REQUIREMENTS.
PLAN VIEW
STA 49+00 TO 53+00
PROFILE VIEW
STA 49+00 TO 53+00
11
CD5
8
CD5
3'
-
0
"
MI
N
(VERT)
10+00
11+00
EX SSMH 0017
STA. 11+11.88
INV OUT:12.66 (8")
SSMH-01
STA. 10+03.27
8" SS
111.9 LF 8" SS (PVC) @ 2.0%
5
10
15
20
25
30
35
5
10
15
20
25
30
35
9+50 10+00 11+00 11+50
EX
6
"
W
IN
V
=
2
3
.
5
±
EX
8
"
W
IN
V
=
2
3
.
5
±
EXISTING GRADE
@ CL OF PIPELINEPROPOSED GRADE
SSMH-01 (48")
RIM=25.07
INV OUT: 17.00 (8")
PER COR STD PLAN 400.1
STA: 10+07.27
8" X 6" TEE
6" IE 17.09
PER COR STD
PLAN 400.1
STA: 10+18.70
8" X 6" TEE
6" IE 16.87
PER COR STD
PLAN 400.1
RIM=26.15
INV IN:15.00 (8")
INV OUT:12.66 (8")
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CCT
BWH
C10
CIVIL
GRAVITY SANITARY SEWER MAIN
STA. 10+00 TO 11+50
12093A1000C10.dwg
Wa
d
e
.
C
a
t
o
202687-100000
12
/
2
0
/
2
0
2
4
8
:
0
6
:
5
5
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
THIS SHEET
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
SCALE
(HORIZ)
40'20'0 10'
SCALE: 1" = 20'
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
KEY NOTES:
1.INSTALL GRAVITY SIDE SEWER FOR MAIN
REPLACEMENT PER COR STD PLAN 407.
2.POTHOLE EX WATER MAIN TO DETERMINE DEPTH
AND REPORT TO ENGINEER IF LESS THAN 18"
VERTICAL CLEARANCE FROM NEW SEWER MAIN.
3.48" DIAMETER STANDARD SANITARY SEWER
MANHOLE PER COR STD PLAN 400.1.
GENERAL NOTES:
1.ITEMS ENCOUNTERED ON SITE (INCLUDING
BELOW GRADE) NOT SHOWN ON DRAWINGS
SHALL BE BROUGHT TO THE ATTENTION OF THE
OWNER'S REPRESENTATIVES IMMEDIATELY.
2.THE LOCATION OF EXISTING UTILITIES SHOWN ON
THE DRAWINGS IS APPROXIMATE AND MAY VARY
IN THE FIELD. ADDITIONAL UTILITIES MAY EXIST
ON SITE THAT ARE NOT SHOWN ON THE
DRAWINGS. VERIFY THE ACTUAL LOCATION OF
ALL UTILITIES BEFORE ANY CONSTRUCTION
ACTIVITIES COMMENCE. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER OF ANY
DIFFERENCES OF CONSEQUENCES.
3.MAINTAIN 3'-0" MINIMUM COVER OVER ALL PIPING.
THIS IS TYPICAL UNLESS OTHERWISE NOTED ON
THE DRAWINGS.
4.MAINTAIN 10'-0" HORIZONTAL AND 18" VERTICAL
PIPE-TO-PIPE SEPARATION BETWEEN POTABLE
WATER AND NON-POTABLE PIPING UNLESS
NOTED OTHERWISE ON THE PLANS.
5.SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL
AND INSTALLATION REQUIREMENTS.
X
PLAN VIEW
STA 10+00 TO 11+50
1
2
2
PROFILE VIEW
STA 10+00 TO 11+50
10'5'0 2.5'
SCALE: 1" = 5' (VERT)
PARCEL: 1
TAX ID: 334210-4050
2727 MOUNTAIN VIEW AVE N
PARCEL: 2
TAX ID: 334210-4048
2731 MOUNTAIN VIEW AVE N
PARCEL: 3
TAX ID: 334210-4046
2801 MOUNTAIN VIEW AVE N
1
0
+
0
0
1
1
+
0
0
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS01
CIVIL
SITE PLAN 1
2727, 2731, 2801 MOUNTAIN VIEW AVE N
12093A100CS01.dwg
Wa
d
e
.
C
a
t
o
202687-100000
12
/
1
9
/
2
0
2
4
7
:
2
7
:
3
9
A
M
Pl
o
t
D
a
t
e
:
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN.
2. REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3. REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4. SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
KEY PLAN
usanorth811.org
THIS SHEET KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
SCALE
20'10'0 5'
SCALE: 1" = 10'
FILE:
PLAN
12093A1000C0101
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
1
2 3 1
5
5
1
2 3
1
1.25" LATERAL
1.25" LATERAL
5
1
2 3
4
1.25" LATERAL
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
16
+
0
0
FILE:
PLAN
12093A1000C0101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS02
CIVIL
SITE PLAN 2
2805, 2807, 2811 MOUNTAIN VIEW AVE N
12093A100CS02.dwg
Wa
d
e
.
C
a
t
o
202687-100000
12
/
1
9
/
2
0
2
4
5
:
3
4
:
2
6
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN
2.REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3.REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4.SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
usanorth811.org
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
KEY PLAN
NORTH
KEY PLAN
NORTH
THIS SHEET
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
MO
U
N
T
A
I
N
V
I
E
W
A
V
E
N
EA
S
T
R
A
I
L
SCALE
20'10'0 5'
SCALE: 1" = 10'
1
5 3
4
1
2
5
3
4
1
5
2
3
4
2
1.25" LATERAL
1.25" LATE
R
A
L
1.25" LATERAL
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
18
+
0
0
FILE:
PLAN
12093A1000C0101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS03
CIVIL
SITE PLAN 3
2815, 2827 MOUNTAIN VIEW AVE N
12093A100CS03.dwg
Bo
b
.
P
i
e
r
c
e
202687-100000
12
/
1
8
/
2
0
2
4
4
:
3
7
:
4
5
P
M
Pl
o
t
D
a
t
e
:
KEY PLAN
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN.
2. REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3. REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4. SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
usanorth811.org
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
KEY PLAN
NORTH
KEY PLAN
NORTH
THIS SHEET
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
SCALE
20'10'0 5'
SCALE: 1" = 10'
MO
U
N
T
A
I
N
V
I
E
W
A
V
E
N
EA
S
T
R
A
I
L
4
5
3
1
1
5
2
3
4
2
1.2
5
"
L
A
T
E
R
A
L
1.25" L
A
T
E
R
A
L
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
1
9
+
0
0
FILE:
PLAN
12093A1000C0101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS04
CIVIL
SITE PLAN 4
2905/2907 MOUNTAIN VIEW AVE N
12093A100CS04.dwg
Bo
b
.
P
i
e
r
c
e
202687-100000
12
/
1
8
/
2
0
2
4
4
:
4
0
:
0
0
P
M
Pl
o
t
D
a
t
e
:
KEY PLAN
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN.
2. REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3. REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4.SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
usanorth811.org
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
KEY PLAN
NORTH
KEY PLAN
NORTH
THIS SHEET
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
SCALE
20'10'0 5'
SCALE: 1" = 10'
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
2
1
3
5
4
1.25"
L
A
T
E
R
A
L
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
20
+
0
0
21
+
0
0
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS05
CIVIL
SITE PLAN 5
2921, 3001, 3003 MOUNTAIN VIEW AVE N
12093A100CS05.dwg
Bo
b
.
P
i
e
r
c
e
202687-100000
12
/
1
8
/
2
0
2
4
4
:
4
1
:
4
3
P
M
Pl
o
t
D
a
t
e
:
KEY PLAN
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN.
2.REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3.REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4.SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
usanorth811.org
FILE:
PLAN
12093A1000C0101
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
KEY PLAN
NORTH
KEY PLAN
NORTH
THIS SHEET
SCALE
20'10'0 5'
SCALE: 1" = 10'
MO
U
N
T
A
I
N
V
I
E
W
A
V
E
N
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
4
3
5
2
1
3
5
5
1
2
2
1
4
1.25" L
A
T
E
R
A
L
2" LATER
A
L
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
22
+
0
0
23
+
0
0
FILE:
PLAN
12093A1000C0101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS06
CIVIL
SITE PLAN 6
3005, 3011, 3015 MOUNTAIN VIEEW AVE N
12093A100CS06.dwg
Bo
b
.
P
i
e
r
c
e
202687-100000
12
/
1
9
/
2
0
2
4
7
:
4
8
:
0
9
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN.
2.REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3.REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4.SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
usanorth811.org
KEY PLAN
NORTH
KEY PLAN
NORTH
THIS
SHEET
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
EA
S
T
R
A
I
L
MO
U
N
T
A
I
N
V
I
E
W
A
V
E
N
SCALE
20'10'0 5'
SCALE: 1" = 10'
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
1
1
3
4
2
5
4
2 1
5
3
54
2
1
1.
2
5
"
L
A
T
E
R
A
L
2" LATE
R
A
L
1.25" LATERAL
2" LATERAL
1.
2
5
"
L
A
T
E
R
A
L
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
2" LATE
R
A
L
FILE:
PLAN
12093A1000C0101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS07
CIVIL
SITE PLAN 7
3007, 3009, 3013 MOUNTAIN VIEW AVE N
12093A100CS07.dwg
Wa
d
e
.
C
a
t
o
202687-100000
12
/
2
0
/
2
0
2
4
8
:
1
0
:
1
8
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN.
2.REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3.REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4.SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
usanorth811.org
KEY PLAN
NORTH
KEY PLAN
NORTH
THIS
SHEET
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
SCALE
20'10'0 5'
SCALE: 1" = 10'
1
2
4
1
2
4
5
5
3
5
1
2
4
3
1.
2
5
"
L
A
T
E
R
A
L
2
"
L
A
T
E
R
A
L
1.2
5
"
L
A
T
E
R
A
L
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
24
+
0
0
25
+
0
0
FILE:
PLAN
12093A1000C0101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS08
CIVIL
SITE PLAN 8
3101, 3103, 3107 MOUNTAIN VIEW AVE N
12093A100CS08.dwg
Bo
b
.
P
i
e
r
c
e
202687-100000
12
/
1
8
/
2
0
2
4
4
:
4
6
:
2
6
P
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
KEY PLAN
NORTH
KEY PLAN
NORTH
THIS SHEET
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
MO
U
N
T
A
I
N
V
I
E
W
A
V
E
N
SCALE
20'10'0 5'
SCALE: 1" = 10'
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN.
2.REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3.REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4.SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
5
2
1
4
1
2 5
3
1
54
2
1.2
5
"
L
A
T
E
R
A
L
1.25
"
L
A
T
E
R
A
L
2" LATERAL
2" LATERAL
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
26
+
0
0
FILE:
PLAN
12093A1000C0101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS09
CIVIL
SITE PLAN 9
3111, 3115, 3119 MOUNTAIN VIEW AVE N
12093A100CS09.dwg
Wa
d
e
.
C
a
t
o
202687-100000
12
/
1
9
/
2
0
2
4
8
:
1
6
:
3
9
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
KEY PLAN
NORTH
KEY PLAN
NORTH
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
KEY PLAN
NORTH
KEY PLAN
NORTH
THIS SHEET
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
EA
S
T
R
A
I
L
MO
U
N
T
A
I
N
V
I
E
W
A
V
E
N
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
SCALE
20'10'0 5'
SCALE: 1" = 10'
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN.
2.REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3.REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4.SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
3
1
2
5
3
54
1
2
5
2
1
3
4
1.25" LATERAL
1.25" LATERAL
2" LATERAL
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
27
+
0
0
28
+
0
0
FILE:
PLAN
12093A1000C0101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS10
CIVIL
SITE PLAN 10
3205, 3209 MOUNTAIN VIEW AVE N
12093A100CS10.dwg
Wa
d
e
.
C
a
t
o
202687-100000
12
/
1
9
/
2
0
2
4
7
:
0
5
:
1
0
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
SCALE
20'10'0 5'
SCALE: 1" = 10'
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
THIS SHEET
EA
S
T
R
A
I
L
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN.
2.REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3.REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4.SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
MO
U
N
T
A
I
N
V
I
E
W
A
V
E
N
2
1
2
4
4
51
3
5
2" LATERAL
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
2" L
A
T
E
R
A
L
MO
U
N
T
A
I
N
V
I
E
W
A
V
E
N
29+
0
0
FILE:
PLAN
12093A1000C0101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS11
CIVIL
SITE PLAN 11
3213, 3217 MOUNTAIN VIEW AVE N
12093A100CS11.dwg
Wa
d
e
.
C
a
t
o
202687-100000
12
/
1
9
/
2
0
2
4
8
:
2
8
:
3
8
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
SCALE
20'10'0 5'
SCALE: 1" = 10'
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
THIS SHEET
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN.
2.REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3.REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4.SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS11
CIVIL
SITE PLAN 11
3213, 3217 MOUNTAIN VIEW AVE N
12093A100CS11.dwg
Wa
d
e
.
C
a
t
o
202687-100000
1
4
3
1
2 5
4
3
1
2
"
L
A
T
E
R
A
L
1.2
5
"
L
A
T
E
R
A
L
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
MO
U
N
T
A
I
N
V
I
E
W
A
V
E
N
30+
0
0
31+
0
0
FILE:
PLAN
12093A1000C0101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS12
CIVIL
SITE PLAN 11
3233 MOUNTAIN VIEW AVE N
12093A100CS12.dwg
Wa
d
e
.
C
a
t
o
202687-100000
12
/
2
0
/
2
0
2
4
8
:
1
2
:
2
3
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
SCALE
20'10'0 5'
SCALE: 1" = 10'
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
THIS SHEET
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN.
2.REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3.REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4.SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS12
CIVIL
SITE PLAN 11
3233 MOUNTAIN VIEW AVE N
12093A100CS12.dwg
Wa
d
e
.
C
a
t
o
202687-100000
2
1
4
5
3
1.
2
5
"
L
A
T
E
R
A
L
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
N
3
3
R
D
P
L
LAKE WAS
H
I
N
G
T
O
N
B
L
V
D
N
33+00
34+00
35+00
FILE:
PLAN
12093A1000C0101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS13
CIVIL
SITE PLAN 13
3307 MOUNTAIN VIEW AVE N
12093A100CS13.dwg
Bo
b
.
P
i
e
r
c
e
202687-100000
12
/
2
0
/
2
0
2
4
8
:
1
6
:
3
4
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
SCALE
20'10'0 5'
SCALE: 1" = 10'
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
THIS SHEET
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN.
2.REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3.REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4.SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS13
CIVIL
SITE PLAN 13
3307 MOUNTAIN VIEW AVE N
12093A100CS13.dwg
Bo
b
.
P
i
e
r
c
e
202687-100000
EASTRAIL
5
4
3
2
1
1.25" LATERAL
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
APPROXIMATE AREA TO
BE INCLUDED IN
UPDATED SURVEY ON
RECENTLY COMPLETED
CONSTRUCTION
LAKE WASHINGTON BLVD N
36+00
37+00
FILE:
PLAN
12093A1000C0101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS14
CIVIL
SITE PLAN 14
3401, 3405, 3411 LAKE WASHINGTON BLVD N
12093A100CS14.dwg
Wa
d
e
.
C
a
t
o
202687-100000
12
/
2
0
/
2
0
2
4
8
:
2
0
:
0
0
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
SCALE
20'10'0 5'
SCALE: 1" = 10'
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
THIS SHEET
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN.
2.REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3.REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4.SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS14
CIVIL
SITE PLAN 14
3401, 3405, 3411 LAKE WASHINGTON BLVD N
12093A100CS14.dwg
Wa
d
e
.
C
a
t
o
202687-100000
12
3
2
5
1
4
1
5
2
4
4
1.2
5
"
L
A
T
E
R
A
L
1.
2
5
"
L
A
T
E
R
A
L
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
3
LAKE WASHINGTON BLVD N
40+00
41+00
FILE:
PLAN
12093A1000C0101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS15
CIVIL
SITE PLAN 15
KENNYDALE BEACH PARK
12093A100CS15.dwg
Wa
d
e
.
C
a
t
o
202687-100000
12
/
2
0
/
2
0
2
4
8
:
4
2
:
0
4
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
SCALE
20'10'0 5'
SCALE: 1" = 10'
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
THIS SHEET
EASTRAIL
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN.
2.REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3.REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4.SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS15
CIVIL
SITE PLAN 15
KENNYDALE BEACH PARK
12093A100CS15.dwg
Wa
d
e
.
C
a
t
o
202687-100000
KENNYDALE BEACH PARK
3
1
4
2
1.25" LATERAL
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
43+00
44+00
FILE:
PLAN
12093A1000C0101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS16
CIVIL
SITE PLAN 16
3601 - 3619 LAKE WASHINGTON BLVD N
12093A100CS16.dwg
Bo
b
.
P
i
e
r
c
e
202687-100000
12
/
1
8
/
2
0
2
4
5
:
2
6
:
0
1
P
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
SCALE
20'10'0 5'
SCALE: 1" = 10'
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
THIS SHEET
EASTRAIL
LAKE WASHINGTON BLVD N
(ACCESS ROAD)
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN.
2.REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3.REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4.SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS16
CIVIL
SITE PLAN 16
3601 - 3619 LAKE WASHINGTON BLVD N
12093A100CS16.dwg
Bo
b
.
P
i
e
r
c
e
202687-100000
5
4
2
1
1
2
4
5
3
1
5
4
2
3
1
4
1
55
2
1
3
2
3
2
1
5
4
1
.
2
5
"
L
A
T
E
R
A
L
2
"
L
A
T
E
R
A
L
1
.
2
5
"
L
A
T
E
R
A
L
2
"
L
A
T
E
R
A
L
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
45+00
46+00
47+00
FILE:
PLAN
12093A1000C0101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS17
CIVIL
SITE PLAN 17
3625 - 3713 LAKE WASHINGTON BLVD N
12093A100CS17.dwg
Bo
b
.
P
i
e
r
c
e
202687-100000
12
/
2
0
/
2
0
2
4
8
:
4
5
:
3
5
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
SCALE
20'10'0 5'
SCALE: 1" = 10'
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
THIS SHEET
EASTRAIL
LA
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
AC
C
E
S
S
R
O
A
D
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN.
2.REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3.REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4.SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS17
CIVIL
SITE PLAN 17
3625 - 3713 LAKE WASHINGTON BLVD N
12093A100CS17.dwg
Bo
b
.
P
i
e
r
c
e
202687-100000
2
1
4
4
1
5
3
5
1
2
4
3
2
1
4
3
1
2
4
5
4
5
3
1
.
2
5
"
L
A
T
E
R
A
L
2
"
L
A
T
E
R
A
L
1
.
2
5
"
L
A
T
E
R
A
L
1
.
2
5
"
L
A
T
E
R
A
L
2
"
L
A
T
E
R
A
L
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
1
.
2
5
"
L
A
T
E
R
A
L
LAKE WASHINGT
O
N
B
L
V
D
N
(ACCESS ROAD)
48+00
49+00
50+00
FILE:
PLAN
12093A1000C0101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS18
CIVIL
SITE PLAN 19
3715 - 3815 LAKE WASHINGTON BLVD N
12093A100CS18.dwg
Bo
b
.
P
i
e
r
c
e
202687-100000
12
/
1
9
/
2
0
2
4
8
:
5
3
:
5
7
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
SCALE
20'10'0 5'
SCALE: 1" = 10'
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
THIS SHEET
EASTRAIL
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN.
2.REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3.REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4.SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS18
CIVIL
SITE PLAN 19
3715 - 3815 LAKE WASHINGTON BLVD N
12093A100CS18.dwg
Bo
b
.
P
i
e
r
c
e
202687-100000
4
4 2
1
5
2
3
2
4
1
2
45
1
3
4
2
1
5
3
1
2
5
4
3
2
"
L
A
T
E
R
A
L
2
"
L
A
T
E
R
A
L
1
.
2
5
"
L
A
T
E
R
A
L
1
.
2
5
"
L
A
T
E
R
A
L
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
28
2
8
27
26
25
24
2
3
22
21
2
7
2
6
25
2
5
2
4
24
23
22
51+00
52+
0
0
53+
0
0
2"
L
A
T
E
R
A
L
FILE:
PLAN
12093A1000C0101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS19
CIVIL
SITE PLAN 19
3821 - 3827 LAKE WASHINGTON BLVD N
12093A100CS19.dwg
Bo
b
.
P
i
e
r
c
e
202687-100000
12
/
1
9
/
2
0
2
4
8
:
5
6
:
0
1
A
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
SCALE
20'10'0 5'
SCALE: 1" = 10'
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
THIS SHEET
EAST
R
A
I
L
LAKE
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
(ACC
E
S
S
R
O
A
D
)
GENERAL NOTES:
1.TEMPORARY REROUTE OF SIDE SEWERS MAY BE
REQUIRED TO INSTALL PUMP STATION.
TEMPORARY PIPING AND APPURTENANCES ARE
NOT SHOWN.
2.REFER TO ELECTRICAL DRAWINGS FOR CONTROL
PANEL CONNECTIONS AND DETAILS.
3.REFER TO RESTORATION PLANS FOR
RESTORATION DETAILS.
4.SEE SPECIAL PROVISIONS FOR ADDITIONAL
REQUIREMENTS.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
CS19
CIVIL
SITE PLAN 19
3821 - 3827 LAKE WASHINGTON BLVD N
12093A100CS19.dwg
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202687-100000
5
4
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2
1
5
2
4
5
3
1
1
KEY NOTES:
1.INTERCEPT EXISTING SIDE SEWER
AND REROUTE TO GRINDER PUMP
STATION.
2.INDIVIDUAL GRINDER PUMP STATION.
SEE GRINDER PUMP SCHEDULE FOR
PUMP TYPE PER PROPERTY, SHEET
CD1.
3.HDPE SDR-11 DISCHARGE LATERAL
PIPE, SIZE PER PLAN. DISCHARGE
LATERAL TO BE INSTALLED VIA OPEN
TRENCH OR DIRECTIONAL BORING.
4. DISCHARGE LATERAL VALVE
ASSEMBLY
5.WALL OR POST-MOUNTED CONTRAIL
PANEL, SEE GRINDER PUMP
SCHEDULE ON CD1 FOR LOCATION
DETAILS.
KEY NOTES:
2
CD3
3
CD3
4
CD4
5
CD4
6
CD4
1,2
E06
X
1
.
2
5
"
L
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A
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2
5
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PROPERTY INFO PUMP INFO
ADDRESS OWNER LAND USE STATION #PUMP TYPE MODEL CP LOCATION LATERAL DISCHARGE
2727 MOUNTAIN VIEW AVE N ALLEN & BESS SFR 1 TYPE 1 DH071 X
#1 - N 33RD ST (29
STATIONS)
2731 MOUNTAIN VIEW AVE N WINTER SFR 2 TYPE 1 DH071 POST X
2801 MOUNTAIN VIEW AVE N BRAUF SFR 3 TYPE 2 DH151 SFR X
2805 MOUNTAIN VIEW AVE N KEPPLER SFR 4 TYPE 1 DH071 WALL X
2807 MOUNTAIN VIEW AVE N PRITCHARD SFR 5 TYPE 1 DH071 SFR X
2811 MOUNTAIN VIEW AVE N DEMUND SFR 6 TYPE 1 DH071 SFR X
2815 MOUNTAIN VIEW AVE N DUGGAN SFR 7 TYPE 1 DH071 POST X
2827 MOUNTAIN VIEW AVE N HOWELL SFR 8 TYPE 1 DH071 SFR X
2905 & 2907 MOUNTAIN VIEW AVE N DEPINA SFR + DADU 9 TYPE 2 DH151 SFR X
2929 MOUNTAIN VIEW AVE N MOUNTAINVUE LLC SFR + DADU 10 TYPE 2 DH151 POST
X
3001 MOUNTAIN VIEW AVE N CONNER SFR 11 TYPE 1 DH071 POST
3003 MOUNTAIN VIEW AVE N MANDARANO SFR 12 TYPE 1 DH071 X
3005 MOUNTAIN VIEW AVE N LEPROWSE SFR 13 TYPE 1 DH071 SFR
X
3007 MOUNTAIN VIEW AVE N FIX SFR 14 TYPE 1 DH071 SFR
3009 MOUNTAIN VIEW AVE N SUN SFR 15 TYPE 1 DH071 SFR
3011 MOUNTAIN VIEW AVE N BOVEY SFR 16 TYPE 1 DH071 SFR
3013 MOUNTAIN VIEW AVE N BURR SFR 17 TYPE 1 DH071
X
3015 MOUNTAIN VIEW AVE N SAVOY SFR 18 TYPE 1 DH071 POST
3101 MOUNTAIN VIEW AVE N LEW SFR 19 TYPE 1 DH071 SFR
X
3103 MOUNTAIN VIEW AVE N MORGAN SFR 20 TYPE 1 DH071 SFR
3107 MOUNTAIN VIEW AVE N BAKER SFR 21 TYPE 1 DH071 WALL
X
3111 MOUNTAIN VIEW AVE N NAPOLI SFR 22 TYPE 1 DH071 WALL
3115 MOUNTAIN VIEW AVE N YOUNG SFR 23 TYPE 1 DH071 POST X
3119 MOUNTAIN VIEW AVE N OPPFELT SFR 24 TYPE 1 DH071 POST X
3205 MOUNTAIN VIEW AVE N PORTER SFR 25 TYPE 1 DH071 POST
X
3209 MOUNTAIN VIEW AVE N THOMAS SFR 26 TYPE 1 DH071 POST
3213 MOUNTAIN VIEW AVE N DAHLBY SFR 27 TYPE 1 DH071 POST
X
3217 MOUNTAIN VIEW AVE N DAHLBY SFR 28 TYPE 1 DH071 POST
3233 MOUNTAIN VIEW AVE N LINBLAD SFR 29 TYPE 1 DH071 FENCE X
3307 MOUNTAIN VIEW AVE N LEIGHTON SFR 30 TYPE 1 DH071 SFR X
#2 - N 34TH ST (4
STATIONS)
3401 LAKE WASHINGTON BLVD N ATKINSON SFR 31 TYPE 1 DH071 POST X
3405 LAKE WASHINGTON BLVD N BRENNAN SFR 32 TYPE 1 DH071 X
3411 LAKE WASHINGTON BLVD N BRENNAN SFR 33 TYPE 1 DH071 X
3501 LAKE WASHINGTON BLVD N KING COUNTY PARKS PARK 34 TYPE 3 DX152 X
#3 - N 37TH ST (22
STATIONS)
3601 LAKE WASHINGTON BLVD N EASTON SFR 35 TYPE 1 DH071 SFR
X
3605 LAKE WASHINGTON BLVD N CHRIEST SFR 36 TYPE 1 DH071 SFR
3607 LAKE WASHINGTON BLVD N TROY SFR 37 TYPE 1 DH071 SFR X
3611 LAKE WASHINGTON BLVD N HEE SFR 38 TYPE 1 DH071 SFR
X
3613 LAKE WASHINGTON BLVD N FIFE SFR 39 TYPE 1 DH071 POST
3619 LAKE WASHINGTON BLVD N ALBERTSON SFR 40 TYPE 1 DH071 SFR X
3625 LAKE WASHINGTON BLVD N LEVEQUE SFR 41 TYPE 1 DH071 SFR
X
3703 LAKE WASHINGTON BLVD N BROWN SFR 42 TYPE 1 DH071 SFR
3707 LAKE WASHINGTON BLVD N REED-GUANGOLIN SFR 43 TYPE 1 DH071 POST X
3709 LAKE WASHINGTON BLVD N PASQUIER SFR 44 TYPE 1 DH071 X
3711 LAKE WASHINGTON BLVD N WEIL SFR 45 TYPE 1 DH071 SFR
X
3713 LAKE WASHINGTON BLVD N HARWOOD SFR 46 TYPE 1 DH071 POST
3715 LAKE WASHINGTON BLVD N SUNDERLAND-WILLIAMSON SFR 47 TYPE 1 DH071 POST X
3717 LAKE WASHINGTON BLVD N DENNISON SFR 48 TYPE 1 DH071 SFR X
3719 LAKE WASHINGTON BLVD N BYUS-LINDAHL SFR 49 TYPE 1 DH071 SFR
X
3805 LAKE WASHINGTON BLVD N LITTLEMAN SFR 50 TYPE 1 DH071 POST
3811 LAKE WASHINGTON BLVD N HARTMANN SFR 51 TYPE 1 DH071 POST
X
3815 LAKE WASHINGTON BLVD N PARDI SFR 52 TYPE 1 DH071 SFR
3821 LAKE WASHINGTON BLVD N BARINOVA SFR 53 TYPE 1 DH071 SFR X
3825 LAKE WASHINGTON BLVD N NELSON SFR 54 TYPE 1 DH071 SFR
X
3827 LAKE WASHINGTON BLVD N PETETT SFR 55 TYPE 1 DH071 SFR
3837 LAKE WASHINGTON BLVD N ZILMER SFR --N/A - GRAVITY ----X
3901 LAKE WASHINGTON BLVD N MCLAIN SFR --N/A - GRAVITY ----X
PROJECT NO.
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FILE NAME:
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CIVIL DETAILS
GRINDER PUMP SCHEDULE
12093A1000C40001.dwg
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202687-100000
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
usanorth811.org
PROJECT NO.
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FILE NAME:
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CIVIL DETAILS
TYPICAL GRINDER PUMP INSTALLATION
12093A1000C40002.dwg
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202687-100000
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
usanorth811.org
1
-
GRINDER PUMP - GENERAL LAYOUT DETAIL
SCALE: NTS
2" 3" OR 4" LOW PRESSURE
WASTEWATER FORCE MAIN,
SEE C05
X" POWER SUPPLY
CONDUIT
PUMP DISCHARGE
CONNECTION TO
MAIN
POWER SUPPLY
CONDUIT, SEE C05
PUMP DISCHARGE
LATERAL, SEE
C05
GRINDER PUMP
STATION
CONTROL CONDUIT,
SEE C04
CONNECT TO EX
SIDE SEWER
EX CLEANOUT (OR
NEW IF NONE
EXISTS)
EXISTING
GRAVITY SIDE
SEWER FROM
BUILDING
GRINDER PUMP
CONTROL PANEL (OR
POST MOUNTED)
PROPERTY LINE
(VARIES)
5
CD4
4
CD4
1,2
E06
2
CD3
2
CD3
3
CD3
6
CD4
7
CD4
8
CD5
8
CD5
PROPERTY LINE(VARIES)
NOTES:
1.ALL NEW PVC PIPE SHALL BE SDR-21 WITH RUBBER GASKET JOINTS.
2.SEE CITY OF RENTON RECORD DRAWING SET S-0158 ("SANITARY SEWER LID 270") AND
PROPERTY SIDE SEWER CARD FOR DETAILS OF EXISTING SIDE SEWERS.
3.CLEANOUTS LOCATED IN DRIVING AREA MUST BE TRAFFIC-RATED WITH CAST IRON RING AND
COVER PER COR STD PLAN 403.1.
4.SIDE SEWER BEDDING PER COR STD PLAN 405.
5.SIDE SEWER BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
WITH A LOOSE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY
COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED
LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE
OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT
TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19).
PROJECT NO.
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CIVIL DETAILS
SIDE SEWER & GRINDER PUMP
12093A1000C40003.dwg
Wa
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202687-100000
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
usanorth811.org
3
-
GRINDER PUMP STATION DETAIL - TYPE 1
SCALE: NTS
2
-
SIDE SEWER CONNECTION & CLEANOUT
SCALE: NTS
SEE SPECIFICATION XXX FOR ADDITIONAL REQUIREMENTS.
5
4
2
3
78
1
4" X 4" X 4" WYE
4" PVC SIDE SEWER
@ 2.0% MIN. SLOPE
EXISTING GRADE
(HARDSAPE OR
LANDSCAPE)
INSTALL 4" CLEANOUT TO
GRADE (IF ONE DOES NOT
EXIST UPSTREAM OF POINT
OF CONNECTION) W/ PVC
FEMALE THREADED HUB
ADAPATER AND PLUG
EX SIDE SEWER,
CONTRACTOR TO
VERIFY PIPE SIZE
AND MATERIAL
FERNCO FLEXIBLE COUPLING
(OR APPROVED EQUAL) TO
CONNECT TO EX SIDE SEWER,
CONTRACTOR TO VERIFY EX
PIPE SIZE AND MATERIAL
45° BEND
150' MAX. CABLE DISTANCE
DETAIL KEY NOTES:
1.HDPE GRINDER PUMP STATION BASIN.
2.ACCESSWAY. LID OF BASIN TO BE 4-INCHES ABOVE FINAL
GRADE WITH GROUND SLOPING AWAY FROM GRINDER TANK.
TO PROVIDE PROPER VENTILATION AND PREVENT SURFACE
WATER, DIRT AND SAND FROM ENTERING BASIN.
3.ELECTRICAL QUICK DISCONNECT.
4.1 1/4" SCH 40 CONDUIT FOR POWER/ALARM CABLE TO
CONTROL PANEL, SEE DWG XXX.
5.ALARM PANEL (STRUCTURE OR POST MOUNTED) - SEE DWG
XXX.
6.INLET GROMMET FOR 4.50" O.D. PVC PIPE (STANDARD)
7.DISCHARGE OUTLET FOR 1 1/4" FEMALE NPT (STANDARD)
8.SDR-11 HDPE PUMP DISCHARGE LATERAL, SEE DETAIL XXX.
9.PRECAST CONCRETE BALLAST.
29.6" BASIN DIAMETER
12" MIN.12" MIN.
6"
M
I
N
.
UNDISTURBED
EARTH
WSDOT 9-03.12(3) GRAVEL
BACKFILL FOR PIPE ZONE
BEDDING FOR BASIN BACKFILL.
PLACE IN 6" MAX. LIFT AND
COMPACT TO 90% MODIFIED
PROCTOR MAX DENSITY USING
HAND-OPERATED EQUIPMENT
WSDOT 9-03.14(1) GRAVEL BORROW.
PLACE IN 6" MAX. LIFT AND COMPACT
TO 95% MODIFIED PROCTOR MAX
DENSITY
6
9
PROPERTY LINE(VARIES)
NOTES:
1.LOCATE DISCHARGE LATERAL VALVE ASSEMBLY
AND BOX TO MINIMIZE DISTURBANCE TO EXISTING
FEATURES. LOCATIONS THAT DO NOT COMPLY
WITH DIMENSIONS FROM STREET MARGIN MAY BE
ALLOWED AT CITY'S DISCRETION.
2.SEE SPECIFICATION 7-21 FOR ADDITIONAL
REQUIREMENTS.
PROJECT NO.
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CIVIL DETAILS
LATERALS
12093A1000C40004.dwg
Wa
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202687-100000
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
usanorth811.org
7
-
DISCHARGE LATERAL CONNECTION TO MAIN
SCALE: NTS
4
-
DISCHARGE LATERAL & PUMP POWER - OPEN TRENCH INSTALLATION
SCALE: NTS
6
-
DISCHARGE LATERAL VALVE ASSEMBLY
SCALE: NTS
5
-
DISCHARGE LATERAL - BORED INSTALLATION
SCALE: NTS
2.
0
'
M
I
N
.
2.
0
'
M
I
N
.
6"
6"
6"
6"
6"
3.
0
'
M
I
N
.
NOTES:
1.SEE SPECIFICATION XXXX FOR SHORING AND
TEMPORARY SLOPE REQUIREMENTS.
2.PIPE ZONE BEDDING AND BACKFILL SHALL BE
WSDOT GRAVEL BACKFILL FOR PIPE ZONE
BEDDING (WSDOT 9-03.12(3)), PLACED IN 6"
LOOSE LAYERS AND COMPACTED TO 95%
MAXIMUM DENSITY. PROVIDE UNIFORM
SUPPORT UNDER BARRELS. HAND TAMP ONLY
UNDER HAUNCHES AND DIRECTLY OVER PIPE.
3.EXCAVATE UNSUITABLE MATERIAL DOWN TO
FIRM SOIL AND REPLACE WITH FOUNDATION
MATERIAL CLASS A OR B (WSDOT 9-03.17).
NOTES:
1.SEE SPECIFICATION 7-21 FOR ADDITIONAL
REQUIREMENTS.
NOTES:
1.SIZE OF MAIN AND LATERAL VARY BY
CONNECTION, SEE FORCE MAIN DRAWINGS
FOR DETAILS.
2.SEE SPECIFICATION 7-21 FOR ADDITIONAL
REQUIREMENTS.
EXISTING GRADE
UNDISTURBED SOIL
10/3 UNDERGROUND
FEEDER RATED CABLE,
SEE ELECTRICAL
DETAILS
BORED SDR-11 HDPE
CASING PIPE
CASING SPACER
1 1/4" OR 2" SDR-11
HDPE PUMP
DISCHARGE LATERAL
UNDISTURBED SOIL
TRENCH BACKFILL
DETECTABLE CAUTIONARY
MARKER TAPE
PIPE ZONE BEDDING
AND BACKFILL
(SEE NOTE 2)
SHORING
(SEE NOTE 1)
1 1/4" OR 2" SDR-11
HDPE PUMP
DISCHARGE LATERAL
SLOPE
(SEE NOTE 1)
PUMP STATION POWER
CONDUIT - SEE
CONDUIT SCHEDULE
6"
PIPE FOUNDATION MATERIAL,
IF REQ'D (SEE NOTE 3)
TRENCH WIDTH
(24" MIN.)
5.0' MAX.
1.0' MIN.
(SEE NOTE 1)
10" X 15" POLYMER CONCRETE
VALVE BOX WITH LID (ARMORCAST
A6001921 OR APPROVED EQUAL),
MARKED "RENTON SEWER"
FINISHED GRADE
3.
0
'
M
I
N
.
HDPE COMPRESSION
FITTING (TYP)
COMBINATION SS CURB
STOP/CHECK VALVE
ASSEMBLY
1 1/4" WASHED GRAVEL
STREET MARGIN
2" OR 3"LOW PRESSURE
WASTEWATER
HDPE FORCE MAIN
HDPE BENCH SADDLE
(SEE NOTE 1)
FULL-PORT SS BALL VALVE
COROPORATION STOP
(SEE NOTE 2)
HDPE COMPRESSION
FITTING (TYP)
PROPERTY LINE(VARIES)
PROJECT NO.
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CD5
CIVIL DETAILS
FORCE MAIN
12093A1000C40007.dwg
Bo
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P
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202687-100000
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
usanorth811.org
11
-
TERMINAL FLUSHING CONNECTION
SCALE: NTS
8
-
FORCE MAIN - OPEN TRENCH INSTALLATION
SCALE: NTS
10
-
FLUSHING CONNECTION
SCALE: NTS
9
-
COMBINATION AIR AND VACUUM RELEASE VALVE ASSEMBLY
SCALE: NTS
2.
0
'
M
I
N
.
3.
0
'
M
I
N
.
6"
MIN.
6"
6"
6"
MIN
6"
MIN.
NOTES:
1.SEE SPECIFICATION XXXX FOR SHORING AND
TEMPORARY SLOPE REQUIREMENTS.
2.PIPE ZONE BEDDING AND BACKFILL SHALL BE
WSDOT GRAVEL BACKFILL FOR PIPE ZONE
BEDDING (WSDOT 9-03.12(3)), PLACED IN 6"
LOOSE LAYERS AND COMPACTED TO 95%
MAXIMUM DENSITY. PROVIDE UNIFORM
SUPPORT UNDER BARRELS. HAND TAMP ONLY
UNDER HAUNCHES AND DIRECTLY OVER PIPE.
3.EXCAVATE UNSUITABLE MATERIAL DOWN TO
FIRM SOIL AND REPLACE WITH FOUNDATION
MATERIAL CLASS A OR B (WSDOT 9-03.17).
UNDISTURBED SOIL
TRENCH BACKFILL
DETECTABLE CAUTIONARY
MARKER TAPE
PIPE ZONE BEDDING
AND BACKFILL
(SEE NOTE 2)
SHORING
(SEE NOTE 1)
SDR-11 HDPE FORCE
MAIN - SIZE VARIES,
SEE PLAN & PROFILE
SLOPE
(SEE NOTE 1)
1", 1-1/2", OR 2" STATION
NETWORK POWER
CONDUIT - SEE CONDUIT
SCHEDULE
6"
MI
N
.
PIPE FOUNDATION MATERIAL,
IF REQ'D (SEE NOTE 3)
TRENCH WIDTH
(24" MIN.)
GATE
VALVE INSULATION
MAYBE NEEDED
(PER ENGINEER)
GRAVEL BEDDING
45° ELBOW
WYE LPSS MAIN
(Ø 1 1
2" - Ø 8")
PEA GRAVEL
OR
CRUSHED STONE
PLAN VIEW
VIEW "A"
A
A
THRUST
BLOCK
(PER ENGINEER)
SWEEP ELBOW
GRAVEL BEDDING
INSULATION
MAYBE NEEDED
(PER ENGINEER)
GATE
VALVE
VALVE BOX &
FULLY PORTED
BALL VALVE
SIZES PER LPSS MAIN
PEA GRAVEL
OR
CRUSHED STONE
PLAN VIEW
2" OR 3" HDPE FORCE MAIN
STAINLESS STEEL
SERVICE SADDLE
2" STAINLESS
STEEL BALL VALVE
2" HDPE PIPE
FULL-PORT SS ALL VALVE
CORPORATION STOP
2" NPT SEWAGE TYPE
AIR RELEASE VALVE
DRAIN RELEASE VALVE
12
"
MI
N
.
POLYMER CONCRETE METER BOX
WITH VENTED LID (ARMORCAST
AXXXXXX OR APPROVED EQUAL),
MARKED "RENTON SEWER"
FINISHED GRADE
FINISHED ROADWAY GRADE
1 1/4" WASHED GRAVEL
EX
.
C
H
A
N
N
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PROPERTY LINE(VARIES)EX. CHANNEL
PROJECT NO.
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FILE NAME:
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CIVIL DETAILS
FORCE MAIN
12093A1000C40008.dwg
Bo
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P
i
e
r
c
e
202687-100000
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
usanorth811.org
12
-
FORCE MAIN - INSIDE DROP CONNECTION TO GRAVITY SYSTEM
SCALE: NTS
130 DEGREES
"KICK" BOTTOM
ELBOW IN DIRECTION
OF FLOW. ANGLE
BETWEEN INCOMING
FLOW DIRECTION AND
EXISTING FLOW
DIRECTION SHALL BE
AS SHOWN
EXISTING MH
GROUT BENCH
MANHOLE CHANNELIZATION DETAIL
EXISTING MANHOLE
MANHOLE CONE SECTION
AND ACCESS LADDER MAY
NEED TO BE RELOCATED TO
ALLOW DROP
SEE CHANNELIZATION
DETAIL ABOVE
"RELINER" BRAND STAINLESS
STEEL ADJUSTABLE CLAMPING
BRACKETS OR APPROVED
EQUAL, SEE NOTE 2
HDPE FORCE MAIN
CORE DRILLED CONNECTION
WITH KOR-N-SEAL BOOT OR
APPROVED EQUAL, SEE
NOTE 1
NOTES:
1.DROP CONNECTION MUST NOT DISTURB INTEGRITY OF JOINGS AND MUST NOT BE WITHIN 12"
OF JOINT. DROP CONNECTION SHALL BE MADE BELOW CONE SECTION OF MANHOLE..
2."RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED
EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE.
IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A
MAXIMUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING
STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS.
3.IF EXISTING MANHOLE IS NOT COATED, OR COATING IS IN POOR CONDITION AS DETERMINED
BY THE CITY INSPECTOR; ALL INTERIOR SURFACES INCLUDING CHANNELING SHALL BE
COATED WITH HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELDCOAT 100 OR
APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE.
4.CROSS AND VERTICAL DROP PIPING SHALL BE OF THE SAME PIPE SIZE AND MATERIAL AS THE
INCOMING FORCE MAIN.
1/2 THE DIAMETER OF
DOWNSTREAM PIPE
90° BEND FITTING
EMBEDDED IN CONCRETE
CROSS
BLIND FLANGE
OPEN END
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DATE:
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DRAWING NO:
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DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION38087
N/A
APPR
®
usanorth811.org
PROJECT NO.
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FILE NAME:
E01
ELECTRICAL
SYMBOLS AND ABBREVIATIONS
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APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
INSTRUMENT NUMBER
INSTRUMENT TYPE PER ISA
INSTRUMENT IDENTIFIER
DETAIL IDENTIFIER
REFERENCE DRAWING NUMBER
DETAIL NUMBER
LETTERS & NUMBERS DESIGNATE DEVICE
RELAY AND DEVICE CONTACTS
CONTROL PANEL D.C. SIGNALS
CONTROL PANEL A.C. SIGNALS
ETHERNET COMMUNICATION
MCC A.C. SIGNALS
FIELD WIRING
DEVICE A.C. SIGNALS
DEVICE D.C. SIGNALS
MCC D.C. SIGNALS
SV-SOLENOID VALVE
2
CR
RESISTORRESRES
DEM
KWH
VS
OR SPECIAL PURPOSE RECEPTACLE, AS NOTED
VS
POTENTIOMETER
BATTERY, NUMBER INDICATES POTENTIAL
RECTIFIER OR DIODE
GROUND CONNECTION
CONDUCTORS NOT CONNECTED
CONDUCTORS CONNECTED
EQUIPMENT ENCLOSURE/ BOUNDARY
MECHANICAL CONNECTION, INTERLOCKS
+-12vdc
TRANSFORMER
ST
75KW
AUTOMATIC TRANSFER SWITCH
CARTRIDGE FUSE AND FUSEHOLDER
BUS CONNECTION (N=NEUTRAL, G=GROUND)
HEATER, NUMBER INDICATES KW
MATING CONTACTS (DRAWOUT EQUIPMENT)
THERMAL OVERLOAD HEATER
75KW
LIQUIDTITE FLEXIBLE METALLIC CONDUIT
EQUIPMENT TAG
JUNCTION BOX
TERMINAL BOX, SIZE AS REQUIRED.
GROUND WIRE WITH CADWELD CONNECTION
TB
J
EXPOSED CONDUIT
CONDUIT BENT UP OR TOWARD
CONDUIT BENT DOWN OR AWAY
CONCEALED CONDUIT, FLOOR OR WALL
LUMINAIRE, WALL MOUNT
TELEPHONE CABINETTC
480Y/277V
a
GROUND ROD AND WELL
EXTERIOR LUMINAIRE, POLE TOP MOUNTED
PHOTOELECTRIC CONTROL UNIT, WALL MOUNTEDPC
25
2
CLOSE
AUTO
OPEN
R
M
HTR
G
G
G
200200/3
25
M
LE
101
FLEXIBLE CORD OR CABLE
LIGHTING FIXTURE IDENTIFIER. "A"-LIGHTING FIXTURE TYPE.
SEE LIGHTING FIXTURE SCHEDULE. 8'6 MOUNTING HEIGHT TO
BOTTOM OF FIXTURE. SURFACE MOUNTED IF NOT SPECIFIED.
XX DENOTES THE FIXTURE WATTAGE.
LUMINAIRE, EMERGENCY DUAL HEAD WITH INTEGRAL BATTERY
PACK
METER OR SWITCH, LETTER INDICATES: F-FREQUENCY METER, A-AMMETER,
H-HOURMETER, PF-POWER FACTOR, T-TACHOMETER, V-VOLTMETER, VR-VARMETER,
W-WATTMETER, VS-VOLTMETER SWITCH, AS-AMMETER SWITCH, DEM-DEMAND METER,
KWH-WATTHOUR METER, (CIRCLE USED WITH METERS, SQUARE USED WITH SWITCHES)
CIRCUIT BREAKER: 200A CURRENT SENSOR OR TRIP SETTING,
3 POLE SHOWN
INDICATING LIGHT, LETTER INDICATES: R-RED, G-GREEN,
A-AMBER, W-WHITE, B-BLUE
CARTRIDGE FUSE AND FUSEHOLDER W/BLOWN FUSE INDICATOR
COMBINATION MOTOR STARTER (NUMBER INDICATES NEMA STARTER SIZE)
DISCONNECT SWITCH (NON-FUSED)
MOTOR, NUMBER INSIDE CIRCLE INDICATES HORSEPOWER.
MOTOR NUMBER SHOWN EXTERNAL
ARROW WITH ANY FIXTURE DENOTES ORIENTATION OF
REFLECTOR OR DIRECTION OF MOUNTING
LUMINAIRE, FLUORESCENT, LOWER CASE LETTER REFERS TO
SWITCHED CIRCUIT
DUPLEX RECEPTACLE, GROUNDING TYPE.
CIRCUIT BREAKER PANELBOARD 208Y/120V OR 120/240V
GROUND WIRE WITH CADWELD CONNECTION PIGTAILED
ABOVE FINISHED FLOOR
HH-HANDHOLE, EV-ELECTRICAL VAULT OR PB-PULL BOX
(NUMBER IDENTIFIES MANHOLE, HANDHOLE, ELECTRICAL
VAULT OR PULL BOX)
PUSHBUTTON, N.O. SHOWN, LETTERS
INDICATE: A-AUTO, DN-DOWN, FWD-FORWARD,
H-HAND, LOS-LOCK OUT STOP, O-OFF,
REV-REVERSE, ST-START, SP-STOP, T-TEST
SELECTOR SWITCH, "A" POSITION SHOWN.
ARROW, WHEN USED, INDICATES SPRING
RETURN, X'S AND O'S TO RIGHT OF CONTACTS,
WHEN USED, INDICATE CONTACT
DEVELOPMENT.
SPEED SWITCH, N.C. SHOWN. CONTACT
CLOSES AT PRESET SPEED.
FLOAT SWITCH, N.C. SHOWN. CONTACT OPENS
ON RISING LEVEL AT PRESET VALUE
PRESSURE SWITCH, N.O. SHOWN. CONTACT
CLOSES ON RISING PRESSURE AT PRESET
VALUE.
TEMPERATURE SWITCH OR THERMOSTAT N.C.
SHOWN. CONTACT OPENS ON RISING
TEMPERATURE AT PRESET VALUE
LIMIT SWITCH, N.O. SHOWN. CONTACT CLOSES
WHEN DEFLECTED
FLOW SWITCH, N.O. SHOWN. CONTACT
CLOSES ON INCREASING FLOW AT PRESET
VALUE
TORQUE SWITCH, N.O. SHOWN. CONTACT
CLOSES ON INCREASING TORQUE AT PRESET
VALUE
CONTROL DEVICE, LETTER INDICATES:
CR-CONTROL RELAY, TR-TIME DELAY RELAY,
CC-CLOSING COIL, TM-TIMER, TC-TRIP COIL.
NUMBER IDENTIFIES RELAY
NORMALLY OPEN WHICH CLOSES ON COIL
ENERGIZATION
NORMALLY CLOSED WHICH OPENS ON COIL
ENERGIZATION
M-MAGNETIC MOTOR STARTER, C-GENERAL
USE CONTACTOR (NUMBER INDICATED NEMA
SIZE)
ONE-LINE
DIAGRAM
CONTROL
DIAGRAM
ONE-LINE
DIAGRAM
CONTROL
DIAGRAM
POTENTIAL TRANSFORMER (NUMBERS INDICATE
TRANSFORMER VOLTAGES)
CURRENT TRANSFORMER (NUMBERS INDICATE TRANSFORMER
RATIO)
HH
DESCRIPTIONPLANDESCRIPTIONPLANDESCRIPTIONPLAN
LIGHT LINE INDICATES EXISTING ELECTRICAL OR EXISTING
EQUIPMENT. LIGHT LINE MAY ALSO BE USED FOR DETAIL
DRAWING CLARITY.
HEAVY LINE INDICATES NEW WORK
EXISTING WORK TO BE REMOVED
EXIT SIGN, ARROWS AND MOUNTING AS INDICATED
TOGGLE SWITCH, LETTER REFERS TO CONTROLLED FIXTURES, 3-3
WAY, 4-4 WAY, M-MOTOR RATED, OCC-OCCUPANCY SENSOR, T-TIMER
DISCONNECT SWITCH (FUSED)
VARIABLE FREQUENCY DEVICE
400:5
480:120
SURGE ARRESTOR
DUCT HEATERDHTR
HOA
XIL
1
E2
DUCT BANK CONCRETE ENCASED STEEL REINFORCED
M MOTOR WITH INTEGRAL CONTROLLERM
LA
G GENERATOR
OCCUPANCY SENSOR, WALL MOUNTEDOS
CARTRIDGE FUSE AND FUSEHOLDER W/BLOWN FUSE
INDICATOR (120VAC)
AVAILABLE FAULT CURRENT12,345
DEM
KWH
DEM
KWH
ELECTRICAL DEVICES; LETTERS INDICATE - HMI - HUMAN MACHINE INTERFACE,
PQM - POWER QUALITY METER, PS - POWER SUPPLY, SPD - SURGE
PROTECTION DEVICE
PNL333301
X
EXTERIOR LUMINAIRE, SIGN FLOOD LIGHT
A
XX
8'-6"
EQUIPMENT CONNECTION
CONDUIT CALLOUT. P=POWER, C=CONTROLS, S=SIGNAL,
X=SUFFIX (VARIABLE), SEE CONDUIT SCHEDULEP333201-X
SEL SELECTOR SWITCH
XXX XXX
C
POWER PACKPP
PHOTO SENSORPS
KNOX BOX FOR KEYS; LETTERS INDICATE FD-FIRE DEPARTMENT.K
XX
COMMUNICATION WIRING
INTERNAL SWITCHGEAR WIRING
ENCLOSURE WIRING
E-NET
CONDUIT SEALING FITTING
CABLE TRAY
OCCUPANCY SENSOR, CEILING MOUNTEDOS
PROJECT NO.
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GENERAL NOTES
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APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
P333301X-A
GENERAL NOTES:
EQUIPMENT NUMBERING CONVENTION (EQUIPMENT TAG)
TWISTED SHIELDED TRIAD
RESISTANCE TEMPERATURE DETECTOR
PHOTOELECTRIC CONTROL CONTACTOR
WEATHER PROOF (NEMA 4)
VOLTS ALTERNATING CURRENT
TERMINAL BOX, TERMINAL BLOCK
UNINTERRUPTIBLE POWER SUPPLY
CROSS LINKED POLYETHYLENE
SELECTORSEL
Vdc or VDC
Vac or VAC
V
W/
XFMR
XLP
XP
W/O
WP
WIL
W
TST
UPS
TYP
TSP
TOA
SWGR
TB
ST
SPEC
SW
VOLTS
WITHOUT
TRANSFORMER
WHITE INDICATING LIGHT
VOLTS DIRECT CURRENT
EXPLOSION PROOF
WITH
WIRE
SWITCH
SHUNT TRIP
SWITCH GEAR
TEST-OFF-AUTO
SPECIFICATION
TWISTED SHIELDED PAIR
TYPICAL
S, SEC
PCC
SST
REC
RTD
PVC
REF
PR
PNL
NO.
OL
PH. Ø
NTS
NP
N.O.
N.C.
NF
mV
NA
PANEL
SECOND
RECEPTACLE
REFERENCE
POLYVINYL CHLORIDE
SHIELDED PAIR
STAINLESS STEEL
NUMBER
MILLIVOLTS
NON-FUSED
NON-AUTO
OVERLOAD
NAMEPLATE
NOT TO SCALE
NORMALLY CLOSED
NORMALLY OPEN
PHASE
THOUSAND CIRCULAR MILLS
KILOVOLT AMPERES (APPARENT POWER)
KILOVARS (REACTIVE POWER)
KILOWATTS (REAL POWER)
MOTOR CONTROL CENTER
GALVANIZED RIGID STEEL
GROUND-FAULT PROTECTION
GROUND-FAULT CIRCUIT INTERRUPTING
HERTZ (CYCLES PER SECOND)
HAND HOLEHH
KVA
LTG
MCC
mA
MTR,M
LSLL
LT
KW
KVAR
J
KCMIL
KV
I/O
IC
HTR
INTLK
INST
HOA
HZ
LEVEL SWITCH LOW LOW
LEVEL TRANSMITTER
LIGHTING
MILLIAMPERES
MOTOR
KILOVOLTS
HEATER
HAND-OFF-AUTO
INTERLOCK
ISOLATION CONTACTOR
JUNCTION BOX
INSTANTANEOUS
INPUT/OUTPUT
EL
GND
GRS
GFCI
GFP
ETM
FV
EQUIP
ELP
DIAG
DISC
DB
DET
CNTL
CU
CKT
C, CND
GROUND
EQUIPMENT
FRONT VIEW
ELAPSED TIME METER
EMERGENCY LIGHTING UPS WITH PANEL
CONDUIT
CONTROL
COPPER
DETAIL
DIAGRAM
CIRCUIT
DUCT BANK
DISCONNECT
ELEVATION
A, AMP
CB
CDR
BP
AUX
AUTO
AFF
AMPERE
AUXILIARY
CONDUCTOR
BY-PASS CONTACTOR
CIRCUIT BREAKER
AUTOMATIC
ABOVE FINISHED FLOOR
LSHH LEVEL SWITCH HIGH HIGH
CR CONTROL RELAY
LTFMC LIQUID TIGHT FLEXIBLE METAL CONDUIT
UP UTILITY POWER
KILOWATT HOURKWH
AHJ AUTHORITY HAVING JURISDICTION
MAN HOLEMH
WORDABBREVIATION
VFD VARIABLE FREQUENCY DRIVE
AF AMPERE FUSE
AS AMPERE SWITCH
CO CONDUIT ONLY
GROUND-FAULT INTERRUPTIONGFI
IG ISOLATED GROUND
ELECTRIC(AL)ELEC
OC ON CENTER
TEL CO TELEPHONE COMPANY
ISB INTRINSIC SAFETY BARRIER
PHASE FAIL RELAY
PF
PFR
PHASE FAIL
TON
TOF OFF DELAY TIMER
ON DELAY TIMER
EXISITNGE
N NEW
XFER TRANSFER
WORDABBREVIATION
PWR POWER
TEMP TEMPORARY
TIME CLOCKT/C
MOTOR CIRCUIT PROTECTORMCP
AHF ACTIVE HARMONIC FILTER
COMPR COMPRESSOR
CT CURRENT TRANSFORMER
CAB CABINET
PANELBOARDPB
LSI LONG, SHORT, INSTANTANEOUS DELAY
SCL SEATTLE CITY LIGHT
STA STATION
EI VOLT METER
JQ WATT HOUR METER
JU POWER METER MULTIFUNCTION
SERVICE ENTRANCESE
FTO FAIL TO OPEN SSOL SOLID STATE OVERLOAD
FSA
FAP FIRE ALARM PANEL
FIRE ALARM AIR TYPE SMOKE
DETECTOR (SD)
P = PHOTOELECTRIC
FIRE ALARM SYSTEM
ANNUNCIATOR
FIRE ALARM HORN/STROBE (FAHS)
FIRE ALARM MANUAL PULL STATION (MP)
FIRE ALARM STROBE (FAS)
P
PLAN DESCRIPTION
AOM ADDRESSABLE OUTPUT MODUALS (AOM)
A = ALARM
T = TROUBLE
S = SUPERVISORY
HVAC = HEATING VENTILATION AIR CONDITIONING
X
AIM ADDRESSABLE INPUT MODUAL (AIM)
LEL = LOWER EXPOSIVE LIMIT
O2 = OXYGEN
H2S = HYDROGEN SULFIDE
HVAC = HEATING VENTILATION AIR CONDITIONING
X
FCP FIRE ALARM CONTROL PANEL
C
AF AIR FLOW SWITCH
G R VENTILATION AND COMBUSTIBLE
GAS DETECTION ENTRANCE
WARNING SYSTEM, GREEN
LIGHT/RED LIGHT.
V/C VENTILATION AND COMBUSTIBLE
GAS DETECTION VISUAL/AUDIBLE
ALARM.
COMBUSTIBLE GAS DETECTION
VISUAL/ AUDIBLE ALARM.
TC TELEPHONE CABINET
FIRE ALARM DUCT SMOKE
DETECTOR (DD)
FIRE ALARM HEAT DETECTOR (HD)
PS POWER SUPPLY
BKR CIRCUIT BREAKER
EMER EMERGENCY
PVC COATED GRSPGRS
HUMAN INTERFACE MODULEHIM
HUMAN MACHINE INTERFACEHMI
PHOTOELECTRIC CONTROL UNITPC
SPD SURGE PROTECTION DEVICE
PQM POWER QUALITY METER
FIRE ALARM WALL-MOUNTED BELL
FIRE ALARM FLOW SWITCH
FIRE ALARM TAMPER SWITCH
FIRE ALARM PRESSURE SWITCH
POST INDICATOR VALVE
AFG ABOVE FINISHED GRADE
MAN MANUAL
FAP FIRE ALARM PANEL
LR LOCAL/REMOTE
FA FIRE ALARM
T/M THERMAL MAGNETIC BREAKER
EPO EMERGENCY POWER OFF
GENERATORGEN
TFR TRANSFORMER
P
CONDUIT SEAL OFF
GPR GROUND PENETRATING RADAR
PLUGMOLD, 5-20R, 12"ON CENTER
GROUND OFFSITE FACILITY CODE
SEQUENCE NUMBER
EQUIPMENT DESIGNATION
EQUIPMENT TAG
CONTROL CABINET
STRUCTURE NAME
MEE900101-
RE*NMER.OC-04
CONDUIT TYPE
OFFSITE FACILITY CODE
SEQUENCE NUMBER
EQUIPMENT SUFFIX
CABLE/CONDUIT SUFFIX
1.PERFORM WORK IN COMPLIANCE WITH CODES AND ORDINANCES APPLICABLE
TO AUTHORITIES HAVING JURISDICTION, INCLUDING BUT NOT LIMITED TO;
NATIONAL ELECTRICAL CODE, NATIONAL FIRE PROTECTION CODES, BUILDING
CODES, ENERGY CODES, HEALTH AND SAFETY CODES, LOCAL LAWS AND
REGULATIONS, AND ACCESSIBILITY REQUIREMENTS. ADJUST WORK REQUIRED
BY THIS CONTRACT WHERE NECESSARY FOR COMPLIANCE.
2.ADHERE TO THE LATEST VERSION OF APPLICABLE INDUSTRY STANDARDS,
INCLUDING BUT NOT LIMITED TO; ISA - INSTRUMENT SOCIETY OF AUTOMATION,
IES HANDBOOK AND RECOMMENDED PRACTICES FOR LIGHTING, NETA
ACCEPTANCE TESTING STANDARDS (ATS), INSTITUTE OF ELECTRICAL AND
ELECTRONICS ENGINEERS (IEEE), ANSI, ELECTRONIC INDUSTRYALLIANCE /
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (EIA / TIA), AND BUILDING
INDUSTRY CONSULTING SERVICES INTERNATIONAL (BICSI.)
3.PROVIDE EQUIPMENT AND MATERIALS LISTED AND LABELED BY A NATIONALLY
RECOGNIZED TESTING LABORATORY ACCEPTABLE TO THE AUTHORITIES
HAVING JURISDICTION. CONTROL PANELS SHALL BE UL 508A LISTED AND
LABELED. ANY PLC PANEL, UL 508A CONTROL PANEL, MCC, SWITCHGEAR,
STAND ALONE MOTOR CONTROLLERS, OR OTHER LISTED ELECTRICAL
EQUIPMENT MODIFIED IN THE FIELD AFTER IT HAS LEFT THE FACTORY SHALL
BE EVALUATED BY AN NRTL TO PROVIDE A FIELD LISTING.
4.PERFORM ELECTRICAL WORK IN ADHERENCE TO NECA 1 - STANDARD FOR
GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION.
5.COORDINATE WORK WITH OTHER TRADES, AND WITH OWNER'S THIRD-PARTY
CONTRACTORS AS APPLICABLE.
6.THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF
CONSTRUCTION, INCLUDING BUT NOT LIMITED TO; TEMPORARY PROVISIONS TO
MAINTAIN FACILITY USE, TEMPORARY CONSTRUCTION POWER AND
COMMUNICATIONS, TOOLS / EQUIPMENT / AND MATERIALS REQUIRED FOR
EXECUTION OF THEIR WORK, WORKFORCE SUPERVISION AND STAFFING, SITE
HEALTH AND SAFETY, CONSTRUCTION SCHEDULING, SEQUENCE OF
CONSTRUCTION, AND PLANNING AND COORDINATION OF WORK.
7.PREPARE AND SUBMIT COORDINATION DRAWINGS FOR ELECTRICAL
EQUIPMENT PLACEMENT, UNDERGROUND DUCT BANKS, AND OVERHEAD
CONDUIT RACKS AND CABLE TRAYS. ILLUSTRATE CONDUIT STUB-UPS AND
ENTRY LOCATIONS INTO EQUIPMENT ENCLOSURES. COORDINATE WITH
ADJACENT ITEMS FOR CODE-REQUIRED CLEARANCES, AND ACCESS AS
REQUIRED FOR OPERATIONS AND MAINTENANCE. (COORDINATION DRAWINGS
ARE REQUIRED PRIOR TO EQUIPMENT SHOP DRAWING APPROVAL.)
8.PLAN, PERMIT AND EXECUTE TRAFFIC CONTROL MEASURES AS REQUIRED TO
PERFORM WORK IN STREETS AND PUBLIC RIGHT-OF-WAY.
9.PROTECT NEW AND EXISTING EQUIPMENT AND MATERIALS FROM DAMAGE AND
DETERIORATION DURING CONSTRUCTION. REPAIR OR REPLACE ITEMS
DAMAGED DURING CONSTRUCTION TO THE EXTENT THEIR DAMAGE IS
UNNOTICEABLE AND IN A MANNER THAT DOES NOT AFFECT FUNCTION, USE,
OR LONGEVITY (AT NO COST TO THE OWNER). WARRANTIES SHALL NOT BE
AFFECTED BY ANY REPAIRS MADE IN THE FIELD.
10.WHERE NEW UTILITIES ARE INCLUDED IN THE SCOPE OF WORK, COORDINATE
EXACT DIVISION OF UTILITY WORK WITH LOCAL UTILITY COMPANIES PROVIDING
SERVICES. WHERE CONTRACT REQUIREMENTS EXCEED THIS COORDINATED
RESPONSIBILITY, PROVIDE SUITABLE CREDIT FOR WORK BEING PERFORMED
BY OTHERS.
11.THE CONTRACT DOCUMENTS ARE DIAGRAMMATIC IN NATURE AND REPRESENT
SYSTEMS THAT ARE COMPLETE AND FUNCTIONAL FOR THEIR INTENDED USE.
PROVIDE SUPPLEMENTAL MATERIALS, LABOR AND OTHER ANCILLARY ITEMS
REQUIRED FOR COMPLETE INSTALLATION. THESE ITEMS ARE TO BE INCLUDED
IN THE CONTRACTOR'S BID AND SHALL NOT BE A BASIS FOR CLAIMS OF
ADDITIONAL COST OR TIME.
12.THE CONTRACTOR SHALL COORDINATE WITH THE HVAC AND PROCESS
EQUIPMENT SUPPLIERS. THE INTENT OF THE ELECTRICAL DRAWINGS IS TO
PROVIDE A FULLY FUNCTIONAL HVAC AND PROCESS TREATMENT SYSTEM. AS
SUCH, THE CONTRACTOR MAY BE REQUIRED TO MODIFY ELECTRICAL
INSTALLATION INDICATED ON PLANS OR PROVIDE SUPPLEMENTAL MATERIALS,
LABOR AND OTHER ANCILLARY ITEMS REQUIRED FOR COMPLETE
INSTALLATION. THESE ITEMS ARE TO BE INCLUDED IN THE CONTRACTOR'S BID
AND SHALL NOT BE A BASIS FOR CLAIMS OF ADDITIONAL COST OR TIME
13.PROVIDE ADDITIONAL JUNCTION BOXES, PULL BOXES AND HANDHOLES
NECESSARY TO LIMIT INSTALLED CONDUIT BENDS TO NO MORE THAN
360-DEGREES FOR OVERHEAD WORK, AND 270-DEGREES FOR UNDERGROUND
WORK. LOCATE BOXES BASED ON CABLE PULLING TENSION AND
ACCESSIBILITY. SIZE BOXES PER CABLE MANUFACTURES BENDING RADIUS
REQUIREMENTS AND THE NEC. THESE ITEMS ARE TO BE INCLUDED IN THE
CONTRACTOR'S BID AND SHALL NOT BE A BASIS FOR CLAIMS OF ADDITIONAL
COST OR TIME. INSTALLATION OF NETWORK CABLING AND EQUIPMENT SHALL
COMPLY WITH APPLICABLE EIA/TIA AND BICSI REQUIREMENTS.
14.CONVENIENCE OUTLETS SHOWN WITHOUT DESIGNATED CIRCUITRY SHALL
INCLUDE CONDUIT AND WIRE BACK TO THE NEAREST 120V BRANCH CIRCUIT
PANELBOARD USING WIRING METHODS CONSISTENT WITH SIMILAR CIRCUITS
WITHIN THAT AREA. THIS WORK SHALL BE INCLUDED IN THE CONTRACTOR'S
BID AND SHALL NOT BE A BASIS FOR CLAIMS OF ADDITIONAL COST OR TIME.
15.PROVIDE BRANCH CIRCUIT WIRING AND CONTROLS FOR INSTALLED LIGHTING
SYSTEMS. THIS WORK IS TO BE INCLUDED IN THE CONTRACTOR'S BID AND
SHALL NOT BE A BASIS FOR CLAIMS OF ADDITIONAL COST OR TIME.
16.ADJUST BRANCH CIRCUIT CONDUCTOR SIZES TO COMPENSATE FOR VOLTAGE
DROP AND DERATING OF AMPACITY BASED ON THE NUMBER OF CONDUCTORS
CONTAINED WITHIN A SUBJECT RACEWAY. FOR 20-AMPERE BRANCH CIRCUITS
EXCEEDING 75-FEET IN OVERALL LENGTH, INCREASE CONDUCTORS TO
#10AWG SIZE (OR GREATER) AS REQUIRED TO REDUCE VOLTAGE DROP TO NO
MORE THAN THREE PERCENT LINE-TO-NEUTRAL. THESE ADJUSTMENTS ARE TO
BE INCLUDED IN THE CONTRACTOR'S BID AND SHALL NOT BE A BASIS FOR
CLAIMS OF ADDITIONAL COST OR TIME.
17.DIMENSIONAL TOLERANCES ARE NOT SPECIFICALLY INDICATED IN PLANS,
DETAILS AND SPECIFICATIONS. ALIGN ABUTTING HORIZONTAL ITEMS WITHIN +/-
1/64”, AND WALL-MOUNTED OR SUSPENDED ITEMS SEPARATED BY 12” OR
MORE TO A TOLERANCE OF 1/16”. PLUMB ITEMS SHALL NOT DEVIATE FROM
TRUE VERTICAL BY MORE THAN 1/8” IN 10'-0”. LEVEL EQUIPMENT TO WITHIN
1/32” ACROSS ITS HORIZONTAL SURFACE IN EACH DIRECTION.
18.ALL CONDUITS SHALL BE MINIMUM ¾ INCH RGS (ABOVE GRADE) AND 1” PVC
(BELOW GRADE) UNLESS OTHERWISE NOTED AND INCLUDE AN INSULATED
GREEN GROUNDING CONDUCTOR SIZED PER THE NEC. MINIMUM WIRE SIZE
SHALL BE #12 AWG UNLESS OTHERWISE NOTED. THIS GROUND WIRE SHALL BE
CONNECTED AT EACH END TO THE EQUIPMENT GROUND. THIS ALSO INCLUDES
INSTRUMENTATION DEVICES SUCH AS LEVEL, PRESSURE, FLOW
TRANSMITTERS, LIMIT SWITCHES, CONDUITS, NETWORK AND I/O CABLES.
19.COMPLETELY CONCEAL ALL POLY-VINYL CHLORIDE (PVC) CONDUITS WITHIN
CONCRETE OR BELOW GRADE (UNLESS SPECIFICALLY INDICATED
OTHERWISE.) PROVIDE RIGID GALVANIZED STEEL RISERS AND ELBOWS (WITH
OR WITHOUT PVC COATING AS SPECIFIED) FOR ALL EMBEDDED /
UNDERGROUND PVC CONDUIT RUNS.
20.SECURELY FASTEN EQUIPMENT AND MATERIALS INTO PLACE TO PROVIDE
RESTRAINT AGAINST MOVEMENT AND SEPARATION DURING CONDITIONS OF
REGULAR USE AND DURING SEISMIC EVENTS. PROVIDE AND SUBMIT FOR
APPROVAL STRUCTURAL DESIGN AND CALCULATIONS BY A REGISTERED
PROFESSIONAL ENGINEER FOR SEISMIC RESTRAINT.
21.UNDERGROUND POWER AND CONTROL CONDUIT SYSTEMS SHALL BE
SEPARATED BY 12” MINIMUM AND SHALL BE RUN THROUGH SEPARATE
JUNCTION BOXES AND MANHOLES.
22.ALL EXTERIOR AREAS SHALL BE CONSIDERED WET AND CORROSIVE.
EXTERIOR ELECTRICAL ENCLOSURES SHALL BE NEMA 4X STAINLESS STEEL
UNLESS SPECIFICALLY NOTED OTHERWISE.
23.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COORDINATED
ELECTRICAL POWER DISTRIBUTION SYSTEM IN ACCORDANCE WITH NEC
ARTICLE 240.12 AND ARTICLE 700.27 COORDINATION STUDIES SHALL BE
APPROVED PRIOR TO ORDERING ELECTRICAL DISTRIBUTION EQUIPMENT AND
BREAKERS.
24.ELECTRICAL SYSTEM INSTALLED IN HAZARDOUS LOCATIONS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH CHAPTER 5, ARTICLE 500 OF THE NEC.
EQUIPMENT SHALL BE RATED FOR THE HAZARDOUS AREA IN WHICH IT IS
PLACED. ALL CONDUITS LEAVING HAZARDOUS AREAS SHALL BE SEALED PER
THE NEC. STANDARDS SUCH AS NFPA 820 AND API 500 SHALL BE USED IN
ACCORDANCE WITH CHAPTER 5 OF THE NEC.
25.THE CONTRACTOR SHALL SIZE ALL WIRING NOT EXPLICITLY SHOWN ON THE
DRAWINGS ACCORDING TO THE REQUIREMENT OF THE NEC FOR THE SPECIFIC
APPLICATION AND CONDITIONS. THE INSTALLATION SHALL BE IN
ACCORDANCE WITH THE CONTRACT REQUIREMENTS.
26.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND PROTECTING SAID UTILITIES DURING THE
INSTALLATION OF THE ELECTRICAL SYSTEM.
27.ALL EXISTING PAVEMENTS AND SIDEWALKS SHALL BE SAW CUT AND
REPAIRED AS REQUIRED. ALL CONCRETE WALLS AND FLOORS SHALL BE
CORE DRILLED. ALL REINFORCING STEEL SHALL BE LOCATED PRIOR TO CORE
DRILLING AND SHALL BE AVOIDED WHEN POSSIBLE. WHEN CUTTING OF
REINFORCING STEEL IS REQUIRED, THE CONTRACTOR SHALL SUBMIT AN RFI
AND RECEIVE STRUCTURAL APPROVAL FOR THE NECESSARY STRUCTURAL
REPAIR ASSOCIATED WITH THE CUTTING OF REINFORCING STEEL.
28.VERIFY VOLTAGE AND PHASE PRIOR TO ORDERING AND AGAIN PRIOR TO
TERMINATION OF CONDUCTORS ON EQUIPMENT AND DEVICES. DAMAGES
RESULTING FROM LACK OF VERIFICATION SHALL BE BORNE BY THE
CONTRACTOR.
29.SECURE SURFACE-MOUNTED ELECTRICAL EQUIPMENT AND RACEWAYS WITH
CHANNEL STRUT. MINIMUM STRUT LENGTH TO BE 12 INCHES, WHERE
POSSIBLE.
30.APPLY DUCT SEAL TO ALL UNDERGROUND CCONDUITS ENTERING CONTROL
PANELS AND ELECTRICAL EQUIPMENT ENCLOSURES. SHALL BE FILLED WITH
DUCT SEAL, INCLUDING OPENINGS IN BOTTOM OF PANEL.
AIR TERMINAL
2L1-1,3
NEUTRAL CONDUCTOR
PHASE/SWITCHLEG CONDUCTOR
GROUND CONDUCTOR
HOMERUN/CONDUIT
PANEL AND CIRCUIT (EXAMPLE: PANEL
2L1, CIRCUITS 1 AND 3)
LIGHTING CONTROL CABLE
c
EQUIPMENT PREFIXCONDUIT NUMBERING CONVENTION (CONDUIT TAG)
PROJECT NO.
LA
S
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S
A
V
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B
Y
:
FILE NAME:
E03
ELECTRICAL
DETAILS
12093A100CS01.dwg
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2
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2
0
2
4
4
:
2
7
:
2
3
A
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Pl
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DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
SCALE:
GROUND WELL AND ROD
NTS
DETAIL
-
1
NOTE:
GRAVEL FILL
12" DIA x 2' CLASS
REINFORCED PIPE
(SEE NOTE 1)
3/4" DIA x 10' LONG
GROUND ROD MINIMUM
GROUND ROD CLAMPS OR
0-Z GEDNEY OR EQUAL
CONCRETE GROUND WELL
COVER FLUSH WITH GRADE
(SEE NOTE 1)
EQUIPMENT GROUND OR
MAIN GROUND LOOP
(SIZED PER NEC)
GROUND WELL
LOOP IF MORE
THAN ONE GROUND
WELL REQUIRED
GRADE
1.IF GROUND RODS ARE INSTALLED IN A TRAFFIC AREA USE HAND HOLES
WITH COVERS SUITABLE FOR THE TYPE OF TRAFFIC TO BE ENCOUNTERED.
SCALE:
WATERTIGHT WALL CONDUIT SEAL
NTS
DETAIL
-
2
INSIDE OF
STRUCTURE
OVERSIZE SLEEVE
ADJUSTABLE GLAND
LOCATED WHERE
ACCESSIBLE
NOTE:
1.USE WATERTIGHT CONDUIT SEAL WHERE CONDUIT PENETRATIONS ARE IN THE
BUILDING EXTERIOR AND ARE BELOW GRADE.
2.PROVIDE FITTING COMPLETE WITH SEALING ASSEMBLY, O-Z/ GEDNEY TYPE "FSK"
OR EQUAL.
3.PROVIDE "OVERSIZED SLEEVE" FULL THICKNESS OF WALL.
4.DRAIN ALL CONDUITS AWAY FROM BUILDING INTO MAINTENANCE HOLE.
MINIMUM 24"
EXTENDED INTO
ROOM
SCALE:
GROUNDING BUSBAR INSTALLATION
NTS
DETAIL
-
3
3/16"-16 STAINLESS
STEEL FASTENER
3/16"-16 STAINLESS
STEEL FASTENER
GROUND CONDUCTOR
2-1/4" O.C.
TWO-HOLE
COMPRESSION LUG
7/16" HOLE (TYP)
1" O.C.
1/4"-20 WALL
FASTENERS
3/16"-16 STAINLESS
STEEL FASTENER
STAND-OFF
600V INSULATOR
TAPERED WASHER
SCALE:
UTILITY DIRECT BURIED CONDUIT
NTS
DETAIL
-
5
BACKFILL, TYPE U (SAND)
3"
3" (TYP)
12
"
4'
'
36
"
M
I
N
BACKFILL, TYPE A
FINISH GRADE
1.ALL DIMENSIONS ARE MINIMUM UNLESS
OTHERWISE INDICATED ON THE DRAWINGS.
2.REFER TO SPECIFICATIONS FOR TRENCH
BACKFILL REQUIREMENTS.
3.COORDINATE WITH PSE ON FINAL DEPTH.
4.COORDINATE WITH CIVIL AND LANDSCAPE ON
FINAL FINISHED SURFACE.
WARNING TAPE
UNDISTURBED SOIL
NOTES:
DIRECT BURIED
CONDUIT OR CABLE
3" (TYP)
SURFACE VARIES.
COORDINATE WITH CIVIL
48
"
M
A
X
SCALE:
ELECTRICAL VAULT HOLE COVER
PAVED/UNPAVED
NTS
DETAIL
-
6
MOP ENTIRE SURFACE
WITH TAR BITUMEN
BEFORE PAVING
CONCRETE FILL
AS REQUIRED
PAVEMENT
AS
REQUIRED
INSERTS FOR
LADDER
CAST IRON COVER
WITH RISER(S)
CONCRETE
APRON 5'-0"
SQUARE
ELECTRICAL
VAULT TOP
UNPAVED AREAS PAVED AREAS
NOTE:
1.FINAL GRADE SHALL PROVIDE ADEQUATE DRAINAGE AWAY
FROM ELECTRICAL VAULT COVER IN ALL DIRECTIONS.
2.PROVIDE COVER WITH THE FOLLOWING CAST INTO COVER
"KC WTD ELECTRIC".
SCALE:
TYPICAL FLUSH CONDUIT
TERMINATION IN FLOOR
NTS
DETAIL
-
4
FINISHED
FLOOR, PAD
OR CURB
FLUSH THREADED GALVANIZED.
PIPE PLUG W/ TEFLON
THREADED TAPE
COUPLING
CONDUIT
PVC COATED RIGID STEEL
CONDUIT & FITTINGS
FOR IN SLAB OR
BELOW SLAB CONDUIT
INSTALLATION
PROJECT NO.
LA
S
T
S
A
V
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B
Y
:
FILE NAME:
E04
ELECTRICAL
DETAILS
12093A100CS01.dwg
GB
a
m
b
a
12093A10
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
SCALE:
FIXTURE MOUNTING
NTS
DETAIL
-
1
WITH THREADED HUBS
(TYPICAL)
CONDUIT STEM
1/2" RIGID STEEL
EQUAL
APPLETON, OR
CROUSE-HINDS,
UNH HOOK (PAIR)
APPLETON, OR EQUAL
HANGER, CROUSE-HINDS,
FLEXIBLE VAPORTIGHT
GS FITTING WITH
ANCHOR BOLTS
LIGHTING FIXTURE
SHEET STEEL CONCRETE BOXES
RACO #275 - 5" DEEP
(TYP)
MORE THAN 12"
HANGERS WHEN SUSPENDED
FLEXIBLE VAPORTIGHT
(TYP)
CONDUIT STEM
1/2" RIGID STEEL
LIGHTING FIXTURE
FINISH GRADE
WARNING TAPE
UNDISTURBED
SOIL
CONDUIT AS
CALLED OUT
ON DRAWINGS
NOTES:
1.ALL DIMENSIONS ARE MINIMUM UNLESS OTHERWISE INDICATED ON
THE DRAWINGS.
2.REFER TO SPECIFICATIONS FOR TRENCH BACKFILL REQUIREMENTS.
3.PROTECTIVE CONCRETE CAP; 2" THICK, EXTEND 6" BEYOND OUTER
EDGES OF DUCT BANK.
4.COORDINATE WITH CIVIL AND LANDSCAPE ON FINAL FINISHED
SURFACE.
SCALE:
DIRECT BURIED CONDUIT
NTS
SECTION
-
2
BACKFILL TYPE
U (SAND)
BACKFILL
TYPE A
PROJECT NO.
LA
S
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:
FILE NAME:
E05
ELECTRICAL
DISTRIBUTION VAULT PLAN
12093A100CS01.dwg
GB
a
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2
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2
0
2
4
4
:
2
6
:
5
9
A
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Pl
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DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
1 HP
CONNECT PUMP
DRAIN TO
SEWER/FORCED
MAIN
TO NEXT
VAULT
TO NEXT
VAULT
6"
6'
-
0
0
"
I
.
D
.
10'-00" I.D.
SUMP PIT
AND PUMP
VENTILATION (TYP.)LB CONDULET (TYP.)
SEALED FITTING
(TYP.)
6"
LIGHTING (TYP.)
TYP
SHT OF XX/XX/20XX
ELECTRICAL VAULT PLAN1
PROJECT NO.
LA
S
T
S
A
V
E
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Y
:
FILE NAME:
E06
ELECTRICAL
DISTRIBUTION VAULT ELEVATION
12093A100CS01.dwg
GB
a
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b
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12093A10
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/
2
0
2
4
4
:
2
6
:
4
2
A
M
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
SUMP PIT AND PUMP CONNECT PUMP
DRAIN TO
SEWER/FORCED
MAIN
RISER SECTION (IF
NECISSARY)
HS25 TRAFFIC RATED
LID
SEAL ALL VAULT
PENETRATIONS AND
ADD RUBBER BOOT
TO CONDUIT (TYP.)
GROUND ROD AND
INSPECTION WELL
TO PREVIOUS
VAULT
TO NEXT
VAULT
MINI POWER ZONE
LB CONDULET (TYP.)
SEALED FITTING(TYP.)
LIGHTING (TYP.)
VENTILATION (TYP.)
TYP
SHT OF XX/XX/20XX
ELECTRICAL VAULT ELEVATION1
JUNCTION BOX
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
E07
ELECTRICAL
E-ONE GRINDER CONTROL PANEL DETAIL
12093A100CS01.dwg
GB
a
m
b
a
12093A10
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
Pl
o
t
D
a
t
e
:
TYP
SHT OF
E-ONE
CONTROL PANEL WIRING DIAGRAM1
TYP
SHT OF
E-ONE
CONTROL PANEL DETAIL2
PROJECT NO.
LA
S
T
S
A
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Y
:
FILE NAME:
E08
ELECTRICAL
ONE-LINE DIAGRAM
12093A100CS01.dwg
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2
4
4
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6
:
0
2
A
M
Pl
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:
KEY NOTES:
1.SEE TYPICAL DISTRIBUTION VAULT BELOW.
X
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
KWH
RENTON METER
600A/3P
ATS
3PH 480V GENSET
MINI
POWER
ZONE
50A/2P 50A/2P 50A/2P 50A/2P 50A/2P 50A/2P
1PH 480:240/120V XFMR
100A/2P
30A/2P 30A/2P
WP/GFCI
1
2
SUMP
PUMP
CP
E-ONE
GRINDER
PUMP
LIFT
STATION
DISTRIBUTION VAULT (TYP)
SERVICE DROP
30A/2P
CP
E-ONE
GRINDER
PUMP
LIFT
STATION
30A/2P
CP
E-ONE
GRINDER
PUMP
LIFT
STATION
30A/2P
CP
E-ONE
GRINDER
PUMP
LIFT
STATION
30A/2P
CP
E-ONE
GRINDER
PUMP
LIFT
STATION
30A/2P
CP
E-ONE
GRINDER
PUMP
LIFT
STATION
NOTE: NUMBER OF GRINDER PUMPS
WILL VARY BETWEEN VAULTS, SEE
SCHEDULE SHEETS E11 AND E12
FOR ACTUAL LOADS.
TYP
SHT OF
ONE-LINE DIAGRAM1
20A
30A/2P
1 1 1 1 1 1
1PH 480:240/120V XFMR
1 1 1 1 1
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
E09
ELECTRICAL
ENLARGED SITE PLAN
12093A100CS01.dwg
GB
a
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b
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12093A10
12
/
2
0
/
2
0
2
4
4
:
2
5
:
5
0
A
M
Pl
o
t
D
a
t
e
:
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
SHEET IN DEVELOPMENT
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
E10
ELECTRICAL
SCHEDULES
12093A100CS01.dwg
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2
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2
4
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2
1
:
2
6
A
M
Pl
o
t
D
a
t
e
:
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
E11
ELECTRICAL
SCHEDULES
12093A100CS01.dwg
GB
a
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12093A10
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2
0
/
2
0
2
4
4
:
4
8
:
2
7
A
M
Pl
o
t
D
a
t
e
:
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
U
U
P
6' C
H
L
K
6'
W
O
O
D
AC
WO
O
D
W
A
L
L
MOUNTAIN VIE
W
A
V
E
N
AC
AC
FR
E
N
C
H
D
R
A
I
N
AC
AC
AC
MU
L
T
I
P
L
E
6
"
CED
A
R
S
PAV
E
R
S
D
O
C
K
D
O
C
K
D
O
C
K
6'
W
O
O
D
STO
N
E
W
A
L
L
CO
N
C
P
A
V
E
R
S
GAR
D
E
N
PO
T
S
AC AC
AC
GAT
E
4' C
H
L
K
6' C
H
L
K
GAT
E
WO
O
D
W
A
L
L
CO
L
U
M
N
HVA
C
UNI
T
U
HVA
C
UNI
T
U
BR
I
C
K
/
C
O
N
C
WAL
L
CO
N
C
W
A
L
L
PAR
C
E
L
:
1
TAX
I
D
:
3
3
4
2
1
0
-
4
0
5
0
272
7
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PAR
C
E
L
:
2
TAX
I
D
:
3
3
4
2
1
0
-
4
0
4
8
273
1
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PAR
C
E
L
:
3
TAX
I
D
:
3
3
4
2
1
0
-
4
0
4
6
280
1
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PAR
C
E
L
:
4
TAX
I
D
:
3
3
4
2
1
0
-
4
0
4
5
280
5
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PAR
C
E
L
:
5
TAX
I
D
:
3
3
4
2
1
0
-
4
0
4
0
280
7
M
O
U
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T
A
I
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V
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A
V
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N
PAR
C
E
L
:
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TAX
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D
:
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3
4
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0
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0
2
9
281
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M
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PAR
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L
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TAX
I
D
:
3
3
4
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1
0
-
4
0
1
0
281
5
M
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N
T
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W
A
V
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N
TO
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P
I
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E
1
4
.
4
SSV
L
T
RIM
2
1
.
9
0
TO
P
O
F
P
I
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E
1
9
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2
S
,
6
"
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R
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3
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P
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E
FILE:
PLAN
Proj_Num_00C101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
ES01
ELECTRICAL
SITE PLAN 1
12093A100CS01.dwg
GB
a
m
b
a
12093A10
12
/
1
2
/
2
0
2
4
3
:
4
0
:
4
2
P
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
KEY PLAN
NORTH
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
KEY PLAN
NORTH
BOATLIFT
U
RAILS
THIS SHEET
240V
480V
ELECTRICAL DISTRIBUTION
VAULT #1 1
E04
CO
N
C
WA
L
L
PE
A
K
O
F
B
O
A
T
H
O
U
S
E
E
L
E
=
2
8
.
8
'
BO
A
T
LI
F
T
BO
U
L
D
E
R
MOUNTA
I
N
V
I
E
W
A
V
E
N
D
O
C
K
D
O
C
K
GA
R
D
E
N
PO
T
S
AC
AC
AC
CO
N
C
BL
O
C
K
WA
L
L
ST
O
N
E
ST
A
I
R
S
RR
T
I
E
ST
A
I
R
S
RR
T
I
E
WA
L
L
6'
C
H
L
K
6'
W
O
O
D
GA
T
E
6'
W
O
O
D
6'
W
O
O
D
RR
T
I
E
WA
L
L
U
U
HV
A
C
AC
AC
CO
N
C
BL
O
C
K
WA
L
L
CO
N
C
R
E
T
E
W
A
L
L
FR
E
N
C
H
DR
A
I
N
4'
4'
4'
5'
5'
M
E
T
A
L
EL
E
V
A
T
E
D
DE
C
K
EL
E
V
A
T
E
D
DE
C
K
CO
N
C
BL
O
C
K
WA
L
L
AC
AC
AC
AC
9'
U
HV
A
C
8'
FR
E
N
C
H
DR
A
I
N
AC
AC
AC
6'
CO
N
C
BL
O
C
K
WA
L
L
BL
O
C
K
WA
L
L
WO
O
D
W
A
L
L
CO
L
U
M
N
6'
5'
5'
CO
N
C
W
A
L
L
CO
N
C
BL
O
C
K
WA
L
L
RR
T
I
E
PL
A
N
T
E
R
SA
N
D
U
U
PA
R
C
E
L
:
7
TA
X
I
D
:
3
3
4
2
1
0
-
4
0
1
0
28
1
5
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
8
TA
X
I
D
:
3
3
4
2
1
0
-
4
0
0
9
28
2
7
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
9
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
8
5
29
0
5
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
1
0
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
5
3
29
2
1
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
1
1
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
4
2
29
3
1
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
1
2
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
4
0
30
0
1
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
1
3
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
4
1
30
0
3
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
1
4
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
3
1
30
0
5
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
3
0
30
0
7
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
CO
N
C
WA
L
L
PE
A
K
O
F
B
O
A
T
H
O
U
S
E
E
L
E
=
2
8
.
8
'
BO
A
T
LI
F
T
BO
U
L
D
E
R
MOUNTA
I
N
V
I
E
W
A
V
E
N
D
O
C
K
D
O
C
K
GA
R
D
E
N
PO
T
S
AC
AC
AC
CO
N
C
BL
O
C
K
WA
L
L
ST
O
N
E
ST
A
I
R
S
RR
T
I
E
ST
A
I
R
S
RR
T
I
E
WA
L
L
6'
C
H
L
K
6'
W
O
O
D
GA
T
E
6'
W
O
O
D
6'
W
O
O
D
RR
T
I
E
WA
L
L
U
U
HV
A
C
AC
AC
CO
N
C
BL
O
C
K
WA
L
L
CO
N
C
R
E
T
E
W
A
L
L
FR
E
N
C
H
DR
A
I
N
4'
4'
4'
5'
5'
M
E
T
A
L
EL
E
V
A
T
E
D
DE
C
K
EL
E
V
A
T
E
D
DE
C
K
CO
N
C
BL
O
C
K
WA
L
L
AC
AC
AC
AC
9'
U
HV
A
C
8'
FR
E
N
C
H
DR
A
I
N
AC
AC
AC
6'
CO
N
C
BL
O
C
K
WA
L
L
BL
O
C
K
WA
L
L
WO
O
D
W
A
L
L
CO
L
U
M
N
6'
5'
5'
CO
N
C
W
A
L
L
CO
N
C
BL
O
C
K
WA
L
L
RR
T
I
E
PL
A
N
T
E
R
SA
N
D
U
U
PA
R
C
E
L
:
7
TA
X
I
D
:
3
3
4
2
1
0
-
4
0
1
0
28
1
5
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
8
TA
X
I
D
:
3
3
4
2
1
0
-
4
0
0
9
28
2
7
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
9
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
8
5
29
0
5
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
1
0
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
5
3
29
2
1
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
1
1
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
4
2
29
3
1
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
1
2
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
4
0
30
0
1
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
1
3
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
4
1
30
0
3
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
1
4
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
3
1
30
0
5
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
3
0
30
0
7
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
FILE:
PLAN
Proj_Num_00C101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
ES02
ELECTRICAL
SITE PLAN 2
12093A100CS02.dwg
GB
a
m
b
a
12093A10
12
/
1
2
/
2
0
2
4
3
:
4
6
:
3
8
P
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
KEY PLAN
NORTH
KEY PLAN
NORTH
THIS SHEET
ELECTRICAL DISTRIBUTION
VAULT #2
480V
240V
240V
CO
N
C
R
E
T
E
W
A
L
L
BO
A
T
LI
F
T
EA
V
E
E
L
E
=
3
3
.
5
'
EA
V
E
E
L
E
=
3
5
.
6
'
MOUNTAIN VIEW
A
V
E
N
DO
C
K
DO
C
K
DO
C
K
U
HV
A
C
8'
FR
E
N
C
H
DR
A
I
N
CO
N
C
BL
O
C
K
WA
L
L
A
C
AC
AC
AC
AC
6'
5
'
W
O
O
D
5
'
W
O
O
D
4
'
M
E
T
A
L
CO
N
C
BL
O
C
K
WA
L
L
CO
N
C
BL
O
C
K
WA
L
L
CO
N
C
BL
O
C
K
WA
L
L
U
4
'
M
E
T
A
L
4'
M
E
T
A
L
GA
T
E
CO
N
C
BL
O
C
K
WA
L
L
CE
D
4
"
(
M
U
L
T
I
)
DE
C
O
R
A
T
I
V
E
CO
N
C
CO
N
C
BL
O
C
K
WA
L
L
AC
AC
GA
R
D
E
N
AR
E
A
6'
W
O
O
D
HO
T
TU
B
AC
AC
AC
AC
4'
C
H
L
K
4'
C
H
L
K
4'
C
H
L
K
CO
N
C
WA
L
L
IR
O
N
RA
I
L
IR
O
N
G
A
T
E
GA
T
E
ST
O
N
E
WA
L
L
PU
T
T
I
N
G
GR
E
E
N
CO
N
C
WA
L
L
EL
E
V
A
T
E
D
DE
C
K
EL
E
V
A
T
E
D
DE
C
K
6'
W
O
O
D
BR
I
C
K
C
O
L
U
M
N
S
15
'
8'
HV
A
C
UN
I
T
EL
E
V
A
T
E
D
DE
C
K
BR
I
C
K
P
L
A
N
T
E
R
3'
M
E
T
A
L
EL
E
V
A
T
E
D
DE
C
K
SP
I
R
A
L
ST
A
I
R
C
A
S
E
U
HV
A
C
CO
N
C
R
E
T
E
W
A
L
L
GA
T
E
PA
R
C
E
L
:
1
4
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
3
1
30
0
5
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
1
5
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
3
0
PA
R
C
E
L
:
1
6
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
2
4
30
0
9
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
1
7
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
2
0
30
1
1
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
1
8
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
0
5
30
1
3
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
1
9
TA
X
I
D
:
3
3
4
2
1
0
-
3
9
0
6
30
1
5
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
PA
R
C
E
L
:
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T
A
I
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W
A
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N
PA
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0
1
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A
G
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SE
W
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R
L
I
N
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A
G
S
FILE:
PLAN
Proj_Num_00C101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
ES03
ELECTRICAL
SITE PLAN 3
12093A100CS03.dwg
sb
r
a
u
n
12093A10
12
/
1
2
/
2
0
2
4
3
:
4
8
:
2
9
P
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
BOATLIFT
U
KEY PLAN
NORTH
KEY PLAN
NORTH
RAILS
THIS SHEET
ELECTRICAL DISTRIBUTION
VAULT #3
480V
480V
240V
240V
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O
D
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:
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:
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3
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A
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N
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A
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A
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1
0
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:
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:
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A
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:
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8
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A
X
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D
:
3
3
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2
1
0
-
3
8
0
5
3
2
1
3
M
O
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N
T
A
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V
I
E
W
A
V
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N
P
A
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C
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L
:
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A
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:
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1
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3
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T
A
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A
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:
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:
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3
3
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
FILE:
PLAN
Proj_Num_00C101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
ES04
ELECTRICAL
SITE PLAN 4
12093A100CS04.dwg
sb
r
a
u
n
12093A10
12
/
1
2
/
2
0
2
4
3
:
5
1
:
2
2
P
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
BOATLIFT
U
KEY PLAN
NORTH
KEY PLAN
NORTH
RAILS
THIS SHEET
ELECTRICAL DISTRIBUTION
VAULT #4
480V
480V
240V
4' CHLK
4' CHLK 4' CHLK
N
3
3
R
D
P
L
LAKE WASHINGTON BLVD N
D
O
C
K
DO
C
K
DO
C
K
P
A
R
C
E
L
:
3
1
T
A
X
I
D
:
3
1
2
4
0
5
-
9
0
7
7
3
3
0
7
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
P
A
R
C
E
L
:
6
1
T
A
X
I
D
:
3
3
4
2
1
0
-
3
7
6
0
4' CHLK
4' CHLK 4' CHLK
N
3
3
R
D
P
L
LAKE WASHINGTON BLVD N
D
O
C
K
DO
C
K
DO
C
K
P
A
R
C
E
L
:
3
1
T
A
X
I
D
:
3
1
2
4
0
5
-
9
0
7
7
3
3
0
7
M
O
U
N
T
A
I
N
V
I
E
W
A
V
E
N
P
A
R
C
E
L
:
6
1
T
A
X
I
D
:
3
3
4
2
1
0
-
3
7
6
0
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
ES05
ELECTRICAL
SITE PLAN 5
12093A100CS05.dwg
sb
r
a
u
n
12093A10
12
/
1
2
/
2
0
2
4
3
:
5
3
:
0
1
P
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
FILE:
PLAN
Proj_Num_00C101
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
BOATLIFT
U
KEY PLAN
NORTH
KEY PLAN
NORTH
RAILS
THIS SHEET
480V
240V
K
E
Y
S
T
O
N
E
R
E
T
A
I
N
I
N
G
W
A
L
L
LAKE WASHINGTON B
L
V
D
N
DO
C
K
D
O
C
K
D
O
C
K
D
O
C
K
A
C
A
C
A
C
A
C
H
A
N
D
R
A
I
L
D
E
C
K
C
O
N
C
B
L
O
C
K
W
A
L
L
B
E
N
C
H
6
'
C
H
L
K
P
R
O
P
A
N
E
T
A
N
K
P
R
O
P
A
N
E
T
A
N
K
C
O
N
C
B
L
O
C
K
W
A
L
L
A
C
P
A
R
C
E
L
:
3
2
T
A
X
I
D
:
3
1
2
4
0
5
-
9
0
7
6
3
4
0
1
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
P
A
R
C
E
L
:
3
3
T
A
X
I
D
:
3
1
2
4
0
5
-
9
0
7
5
3
4
0
5
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
P
A
R
C
E
L
:
3
4
T
A
X
I
D
:
3
1
2
4
0
5
-
9
0
7
4
3
4
1
1
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
P
A
R
C
E
L
:
6
2
T
A
X
I
D
:
3
1
2
4
0
5
-
9
0
7
9
P
A
R
C
E
L
:
6
3
T
A
X
I
D
:
3
3
4
2
1
0
-
3
6
3
5
K
E
Y
S
T
O
N
E
R
E
T
A
I
N
I
N
G
W
A
L
L
LAKE WASHINGTON B
L
V
D
N
DO
C
K
D
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C
K
D
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C
K
D
O
C
K
A
C
A
C
A
C
A
C
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A
N
D
R
A
I
L
D
E
C
K
C
O
N
C
B
L
O
C
K
W
A
L
L
B
E
N
C
H
6
'
C
H
L
K
P
R
O
P
A
N
E
T
A
N
K
P
R
O
P
A
N
E
T
A
N
K
C
O
N
C
B
L
O
C
K
W
A
L
L
A
C
P
A
R
C
E
L
:
3
2
T
A
X
I
D
:
3
1
2
4
0
5
-
9
0
7
6
3
4
0
1
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
P
A
R
C
E
L
:
3
3
T
A
X
I
D
:
3
1
2
4
0
5
-
9
0
7
5
3
4
0
5
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
P
A
R
C
E
L
:
3
4
T
A
X
I
D
:
3
1
2
4
0
5
-
9
0
7
4
3
4
1
1
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
P
A
R
C
E
L
:
6
2
T
A
X
I
D
:
3
1
2
4
0
5
-
9
0
7
9
P
A
R
C
E
L
:
6
3
T
A
X
I
D
:
3
3
4
2
1
0
-
3
6
3
5
FILE:
PLAN
Proj_Num_00C101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
ES06
ELECTRICAL
SITE PLAN 6
12093A100CS06.dwg
sb
r
a
u
n
12093A10
12
/
1
2
/
2
0
2
4
3
:
5
6
:
4
1
P
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
BOATLIFT
U
KEY PLAN
NORTH
KEY PLAN
NORTH
RAILS
THIS SHEET
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
480V
240V
C
O
N
C
R
E
T
E
W
A
L
L
N
3
6
T
H
S
T
D
O
C
K
U
6
'
C
H
L
K
6' CHLK
6' CHLK
6' CHLK
6
'
C
H
L
K
G
A
T
E
G
A
T
E
C
O
N
C
B
L
O
C
K
W
A
L
L
6
'
W
O
O
D
G
A
T
E
C
O
N
C
B
L
O
C
K
W
A
L
L
A
C
A
C
A
R
E
A
U
N
D
E
R
C
O
N
S
T
R
U
C
T
I
O
N
S
U
R
V
E
Y
I
N
C
O
M
P
L
E
T
E
P
A
R
C
E
L
:
3
4
T
A
X
I
D
:
3
1
2
4
0
5
-
9
0
7
4
3
4
1
1
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
P
A
R
C
E
L
:
3
5
T
A
X
I
D
:
3
1
2
4
0
5
-
9
0
0
4
3
5
0
1
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
P
A
R
C
E
L
:
3
6
T
A
X
I
D
:
3
3
4
2
7
0
-
0
3
5
5
3
6
0
1
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
G
N
D
G
N
D
C
O
N
C
R
E
T
E
W
A
L
L
N
3
6
T
H
S
T
D
O
C
K
U
6
'
C
H
L
K
6' CHLK
6' CHLK
6' CHLK
6
'
C
H
L
K
G
A
T
E
G
A
T
E
C
O
N
C
B
L
O
C
K
W
A
L
L
6
'
W
O
O
D
G
A
T
E
C
O
N
C
B
L
O
C
K
W
A
L
L
A
C
A
C
A
R
E
A
U
N
D
E
R
C
O
N
S
T
R
U
C
T
I
O
N
S
U
R
V
E
Y
I
N
C
O
M
P
L
E
T
E
P
A
R
C
E
L
:
3
4
T
A
X
I
D
:
3
1
2
4
0
5
-
9
0
7
4
3
4
1
1
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
P
A
R
C
E
L
:
3
5
T
A
X
I
D
:
3
1
2
4
0
5
-
9
0
0
4
3
5
0
1
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
P
A
R
C
E
L
:
3
6
T
A
X
I
D
:
3
3
4
2
7
0
-
0
3
5
5
3
6
0
1
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
FILE:
PLAN
Proj_Num_00C101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
ES07
ELECTRICAL
SITE PLAN 7
12093A100CS07.dwg
sb
r
a
u
n
12093A10
12
/
1
2
/
2
0
2
4
4
:
0
0
:
5
5
P
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
BOATLIFT
U
KEY PLAN
NORTH
KEY PLAN
NORTH
RAILS
THIS SHEET
ATS, MPZ, AND POWER
DISTRIBUTION PNL
50KVA GENERATOR
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
(N) SERVICE POLE AND
480V 3-PH XFMR BANK BY PSE
UTILITY
SERVICE
CABLE
480V
240V
CO
N
C
R
E
T
E
W
A
L
L
CO
N
C
WA
L
L
CO
N
C
R
E
T
E
W
A
L
L
WA
L
L
N
3
7
T
H
S
T
LA
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
WO
O
D
WA
L
L
CO
N
C
PA
V
E
R
S
7'
W
O
O
D
CO
N
C
PA
V
E
R
S
5'
W
O
O
D
&
G
A
T
E
5'
W
O
O
D
6'
W
O
O
D
7'
4'
W
O
O
D
3'
M
E
T
A
L
8'
W
O
O
D
3'
C
H
L
K
SP
I
R
A
L
ST
A
I
R
S
DE
C
K
PO
S
T
WA
T
E
R
FE
A
T
U
R
E
HV
A
C
UN
I
T
U
HV
A
C
UN
I
T
U
HV
A
C
UN
I
T
U
AC
AC
AC
AC
AC
AC
AC
PA
R
C
E
L
:
3
7
TA
X
I
D
:
3
3
4
2
7
0
-
0
3
3
0
36
0
5
L
A
K
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W
A
S
H
I
N
G
T
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N
B
L
V
D
N
PA
R
C
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L
:
3
8
TA
X
I
D
:
3
3
4
2
7
0
-
0
3
2
0
36
0
7
L
A
K
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W
A
S
H
I
N
G
T
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N
B
L
V
D
N
PA
R
C
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L
:
3
9
TA
X
I
D
:
3
3
4
2
7
0
-
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3
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A
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PA
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:
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:
3
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3
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3
L
A
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W
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N
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N
B
L
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PA
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L
:
4
1
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D
:
3
3
4
2
7
0
-
0
2
9
0
36
1
9
L
A
K
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W
A
S
H
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N
G
T
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N
B
L
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N
PA
R
C
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L
:
4
2
TA
X
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D
:
3
3
4
2
7
0
-
0
2
8
0
36
2
5
L
A
K
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W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
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L
:
4
3
TA
X
I
D
:
3
3
4
2
7
0
-
0
2
7
0
37
0
3
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
4
4
TA
X
I
D
:
3
3
4
2
7
0
-
0
2
6
0
37
0
7
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
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L
:
4
5
TA
X
I
D
:
3
3
4
2
7
0
-
0
2
5
0
37
0
9
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
4
6
TA
X
I
D
:
3
3
4
2
7
0
-
0
2
3
0
37
1
1
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
TA
X
I
D
:
3
3
4
2
7
0
-
0
2
4
0
37
1
3
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
CO
N
C
R
E
T
E
W
A
L
L
CO
N
C
WA
L
L
CO
N
C
R
E
T
E
W
A
L
L
WA
L
L
N
3
7
T
H
S
T
LA
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
WO
O
D
WA
L
L
CO
N
C
PA
V
E
R
S
7'
W
O
O
D
CO
N
C
PA
V
E
R
S
5'
W
O
O
D
&
G
A
T
E
5'
W
O
O
D
6'
W
O
O
D
7'
4'
W
O
O
D
3'
M
E
T
A
L
8'
W
O
O
D
3'
C
H
L
K
SP
I
R
A
L
ST
A
I
R
S
DE
C
K
PO
S
T
WA
T
E
R
FE
A
T
U
R
E
HV
A
C
UN
I
T
U
HV
A
C
UN
I
T
U
HV
A
C
UN
I
T
U
AC
AC
AC
AC
AC
AC
AC
PA
R
C
E
L
:
3
7
TA
X
I
D
:
3
3
4
2
7
0
-
0
3
3
0
36
0
5
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
3
8
TA
X
I
D
:
3
3
4
2
7
0
-
0
3
2
0
36
0
7
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
3
9
TA
X
I
D
:
3
3
4
2
7
0
-
0
3
1
0
36
1
1
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
4
0
TA
X
I
D
:
3
3
4
2
7
0
-
0
3
0
0
36
1
3
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
4
1
TA
X
I
D
:
3
3
4
2
7
0
-
0
2
9
0
36
1
9
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
4
2
TA
X
I
D
:
3
3
4
2
7
0
-
0
2
8
0
36
2
5
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
4
3
TA
X
I
D
:
3
3
4
2
7
0
-
0
2
7
0
37
0
3
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
4
4
TA
X
I
D
:
3
3
4
2
7
0
-
0
2
6
0
37
0
7
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
4
5
TA
X
I
D
:
3
3
4
2
7
0
-
0
2
5
0
37
0
9
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
4
6
TA
X
I
D
:
3
3
4
2
7
0
-
0
2
3
0
37
1
1
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
TA
X
I
D
:
3
3
4
2
7
0
-
0
2
4
0
37
1
3
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
FILE:
PLAN
Proj_Num_00C101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
ES08
ELECTRICAL
SITE PLAN 8
12093A100CS08.dwg
sb
r
a
u
n
12093A10
12
/
1
2
/
2
0
2
4
4
:
0
4
:
0
9
P
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
BOATLIFT
U
KEY PLAN
NORTH
KEY PLAN
NORTH
RAILS
THIS SHEET
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
ELECTRICAL DISTRIBUTION
VAULT #5
480V
240V
480V
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
5'
W
O
O
D
&
G
A
T
E
8'
W
O
O
D
3'
C
H
L
K
6'
W
O
O
D
7'
W
O
O
D
KE
Y
S
T
O
N
E
WA
L
L
5'
W
O
O
D
CO
N
C
WA
L
L
KE
Y
S
T
O
N
E
WA
L
L
CO
N
C
WA
L
L
CO
N
C
WA
L
L
6'
I
R
O
N
GA
T
E
PR
O
P
A
N
E
TA
N
K
PR
O
P
A
N
E
TA
N
K
PR
O
P
A
N
E
TA
N
K
SH
E
D
CO
N
C
WA
L
L
CO
N
C
BL
O
C
K
WA
L
L
CO
N
C
BL
O
C
K
WA
L
L
5'
W
O
O
D
GA
T
E
5'
W
O
O
D
GAR
D
E
N
6'
W
O
O
D
GA
T
E
6'
W
O
O
D
6'
W
O
O
D
WA
L
L
WA
L
L
5'
W
O
O
D
CO
N
C
BL
O
C
K
WA
L
L
GAR
D
E
N
EL
E
V
A
T
E
D
DE
C
K
4'
W
O
O
D
GA
T
E
EL
E
V
A
T
E
D
DE
C
K
EL
E
V
A
T
E
D
DE
C
K
EL
E
V
A
T
E
D
DE
C
K
AC
AC
AC
AC
AC
PA
R
C
E
L
:
4
7
TA
X
I
D
:
3
3
4
2
7
0
-
0
2
4
0
37
1
3
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
4
8
TA
X
I
D
:
3
3
4
2
7
0
-
0
2
1
1
37
1
5
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
4
9
TA
X
I
D
:
3
3
4
2
7
0
-
0
2
0
0
37
1
7
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
5
0
TA
X
I
D
:
3
3
4
2
7
0
-
0
1
9
0
37
1
9
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
5
1
TA
X
I
D
:
3
3
4
2
7
0
-
0
1
7
6
38
0
5
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
5
2
TA
X
I
D
:
3
3
4
2
7
0
-
0
1
4
9
38
1
1
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
5
3
TA
X
I
D
:
3
3
4
2
7
0
-
0
1
2
6
38
1
5
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
6
6
TA
X
I
D
:
3
2
2
4
0
5
-
9
0
0
5
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
DO
C
K
5'
W
O
O
D
&
G
A
T
E
8'
W
O
O
D
3'
C
H
L
K
6'
W
O
O
D
7'
W
O
O
D
KE
Y
S
T
O
N
E
WA
L
L
5'
W
O
O
D
CO
N
C
WA
L
L
KE
Y
S
T
O
N
E
WA
L
L
CO
N
C
WA
L
L
CO
N
C
WA
L
L
6'
I
R
O
N
GA
T
E
PR
O
P
A
N
E
TA
N
K
PR
O
P
A
N
E
TA
N
K
PR
O
P
A
N
E
TA
N
K
SH
E
D
CO
N
C
WA
L
L
CO
N
C
BL
O
C
K
WA
L
L
CO
N
C
BL
O
C
K
WA
L
L
5'
W
O
O
D
GA
T
E
5'
W
O
O
D
GAR
D
E
N
6'
W
O
O
D
GA
T
E
6'
W
O
O
D
6'
W
O
O
D
WA
L
L
WA
L
L
5'
W
O
O
D
CO
N
C
BL
O
C
K
WA
L
L
GAR
D
E
N
EL
E
V
A
T
E
D
DE
C
K
4'
W
O
O
D
GA
T
E
EL
E
V
A
T
E
D
DE
C
K
EL
E
V
A
T
E
D
DE
C
K
EL
E
V
A
T
E
D
DE
C
K
AC
AC
AC
AC
AC
PA
R
C
E
L
:
4
7
TA
X
I
D
:
3
3
4
2
7
0
-
0
2
4
0
37
1
3
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
4
8
TA
X
I
D
:
3
3
4
2
7
0
-
0
2
1
1
37
1
5
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
4
9
TA
X
I
D
:
3
3
4
2
7
0
-
0
2
0
0
37
1
7
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
5
0
TA
X
I
D
:
3
3
4
2
7
0
-
0
1
9
0
37
1
9
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
5
1
TA
X
I
D
:
3
3
4
2
7
0
-
0
1
7
6
38
0
5
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
5
2
TA
X
I
D
:
3
3
4
2
7
0
-
0
1
4
9
38
1
1
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
5
3
TA
X
I
D
:
3
3
4
2
7
0
-
0
1
2
6
38
1
5
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
6
6
TA
X
I
D
:
3
2
2
4
0
5
-
9
0
0
5
FILE:
PLAN
Proj_Num_00C101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
ES09
ELECTRICAL
SITE PLAN 9
12093A100CS09.dwg
sb
r
a
u
n
12093A10
12
/
1
2
/
2
0
2
4
4
:
0
7
:
4
1
P
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
BOATLIFT
U
KEY PLAN
NORTH
KEY PLAN
NORTH
RAILS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
BOATLIFT
U
KEY PLAN
NORTH
KEY PLAN
NORTH
RAILS
THIS SHEET
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
ELECTRICAL DISTRIBUTION
VAULT #6
480V
240V
U
U
U
W
"H
O
T
B
O
X
"
5'
C
H
L
K
AC
CO
L
U
M
N
AC
10
'
C
I
N
D
E
R
B
L
O
C
K
W
A
L
L
DO
C
K
DO
C
K
DO
C
K
GAR
D
E
N
6'
W
O
O
D
GA
T
E
6'
W
O
O
D
CO
N
C
WA
L
L
4'
C
H
L
K
GA
T
E
5'
W
O
O
D
6'
W
O
O
D
GA
T
E
BR
I
C
K
WA
L
L
BR
I
C
K
WA
L
L
BR
I
C
K
WA
L
L
4'
I
R
O
N
GA
T
E
5'
W
O
O
D
GAR
D
E
N
7'
W
O
O
D
IR
O
N
GA
T
E
GA
T
E
GA
T
E
EL
E
V
A
T
E
D
DE
C
K
EL
E
V
A
T
E
D
DE
C
K
EL
E
V
A
T
E
D
DE
C
K
AC
AC
AC
AC
AC
AC
AC
AC
3'
I
R
O
N
PA
R
C
E
L
:
5
4
TA
X
I
D
:
3
3
4
2
7
0
-
0
1
2
5
38
2
1
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
5
5
TA
X
I
D
:
3
3
4
2
7
0
-
0
1
1
0
38
2
5
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
5
6
TA
X
I
D
:
3
3
4
2
7
0
-
0
1
0
0
38
2
7
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
5
7
TA
X
I
D
:
3
3
4
2
7
0
-
0
0
8
0
38
3
7
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
5
8
TA
X
I
D
:
3
3
4
2
7
0
-
0
0
7
0
39
0
1
L
A
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
PA
R
C
E
L
:
5
9
TA
X
I
D
:
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FILE:
PLAN
Proj_Num_00C101
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
ES10
ELECTRICAL
SITE PLAN 10
12093A100CS10.dwg
sb
r
a
u
n
12093A10
12
/
1
2
/
2
0
2
4
4
:
1
6
:
2
7
P
M
Pl
o
t
D
a
t
e
:
KEY PLAN
usanorth811.org
BOATLIFT
U
KEY PLAN
NORTH
KEY PLAN
NORTH
RAILS
BOATLIFT
U
KEY PLAN
NORTH
KEY PLAN
NORTH
RAILS
THIS SHEET
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENT
KENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DECEMBER 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
240V
GENERAL NOTES
1.CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING AND DOCUMENTING EXISTING
CONDITIONS PRIOR TO BEGINNING WORK. SURVEY
AND AERIAL SHOWN ON PLANS MAY NOT REFLECT
ACTUAL SITE CONDITIONS AT THE TIME OF
CONSTRUCTION.
2.CONTRACTOR SHALL SUBMIT A WORK PLAN FOR
EACH INDIVIDUAL PROPERTY SHOWING
ANTICIPATED DISTURBANCE LIMITS AND INVENTORY
OF EXISTING CONDITIONS AND PROPOSED
RESTORATION METHODS AND MATERIALS FOR
APPROVAL BY THE ENGINEER PRIOR TO BEGINNING
WORK.
3.ALL DAMAGED, DISTURBED, OR REMOVED SITE
ELEMENTS SHALL BE REPLACED IN KIND TO MATCH
EXISTING CONDITIONS:
a.HARDSCAPE AREAS, INCLUDING BUT NOT
LIMITED TO CONCRETE PATHWAYS AND
DRIVEWAYS, SHALL BE REMOVED TO EXISTING
JOINTS/PANELS AND RESTORED TO MATCH
EXISTING CONDITION, INCLUDING ANY
DECORATIVE SURFACE TREATMENTS.
b.MODULAR MATERIALS, INCLUDING BUT NOT
LIMITED TO PAVERS, FLAGSTONES, ROCKERIES,
AND DECKING, SHALL BE CAREFULLY REMOVED
AND PROTECTED FOR REINSTALLATION TO
MATCH EXISTING CONDITION.
c.MATURE VEGETATION SHALL BE PROTECTED OR
REPLACED IN KIND (INCLUDING TYPE, VARIETY,
AND SIZE). REMOVAL OF MATURE TREES WILL
REQUIRE PRIOR APPROVAL BY THE ENGINEER
AND WILL REQUIRE REPLACEMENT WITH TREE
OF EQUAL SIZE/VALUE, AS DETERMINED BY THE
ENGINEER. SEE PLANTING DETAILS, SHEET LS11.
4.RESTORATION IS SHOWN FOR REFERENCE IN
AREAS WHERE OPEN TRENCHING IS ASSUMED;
RESTORATION FOR FORCE MAIN INSTALLATION AND
SITE ACCESS SHALL BE PER CONTRACTOR DESIGN
AND SHALL BE DEFINED IN THE WORK PLAN FOR
EACH PROPERTY AS NOTED ABOVE.
LANDSCAPE RESTORATION LEGEND
DESCRIPTIONSYMBOL
SEEDED LAWN AREA; INSTALL TOPSOIL
TYPE A PER DETAIL, SHEET LS12
PLANTER AREA; INSTALL TOPSOIL TYPE A
PER DETAIL, SHEET LS12, AND 2" BARK
OR WOOD CHIP MULCH
HARDSCAPE AREA; RESTORE TO MATCH
EXISTING (SEE GENERAL NOTE 3a)
MODULAR HARDSCAPE; RESTORE TO
MATCH EXISTING (SEE GENERAL NOTE 3b)
DECKING; RESTORE TO MATCH EXISTING
(SEE GENERAL NOTE 3b)
1SEE SHEET LS11 FOR PLANTING DETAILS.
PARCEL: 1
TAX ID: 334210-4050
2727 MOUNTAIN VIEW AVE N
PARCEL: 2
TAX ID: 334210-4048
2731 MOUNTAIN VIEW AVE N
PARCEL: 3
TAX ID: 334210-4046
2801 MOUNTAIN VIEW AVE N PARCEL: 4
TAX ID: 334210-4045
2805 MOUNTAIN VIEW AVE N
PARCEL: 7
TAX ID: 334210-4010
2815 MOUNTAIN VIEW AVE N
PARCEL: 6
TAX ID: 334210-4029
2811 MOUNTAIN VIEW AVE N
PARCEL: 5
TAX ID: 334210-4040
2807 MOUNTAIN VIEW AVE N
10+00
11+00
12+00
13+00
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
LS01
1
LANDSCAPE RESTORATION
SITE PLAN 1
2731-2801 MOUNTAIN VIEW AVE N
9CAR020600-LS01.dwg
co
r
e
e
n
.
s
c
h
m
i
d
t
202687-100000
12
/
2
0
/
2
0
2
4
1
:
4
1
:
3
6
P
M
Pl
o
t
D
a
t
e
:
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DEC 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
®
KEY PLAN
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
SCALE
40'20'0 10'
SCALE: 1" = 20'
PLAN
THIS SHEET
usanorth811.org
PARCEL: 7
TAX ID: 334210-4010
2815 MOUNTAIN VIEW AVE N
13+00
14+00
15+00 16+00
17+00
PARCEL: 8
TAX ID: 334210-4009
2827 MOUNTAIN VIEW AVE N
PARCEL: 9
TAX ID: 334210-3985
2905 MOUNTAIN VIEW AVE N
PARCEL: 10
TAX ID: 334210-3953
2921 MOUNTAIN VIEW AVE N
PARCEL: 11
TAX ID: 334210-3942
2931 MOUNTAIN VIEW AVE N
PARCEL: 12
TAX ID: 334210-3940
3001 MOUNTAIN VIEW AVE N
PARCEL: 13
TAX ID: 334210-3941
3003 MOUNTAIN VIEW AVE N
GENERAL NOTES
1.CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING AND DOCUMENTING EXISTING
CONDITIONS PRIOR TO BEGINNING WORK. SURVEY
AND AERIAL SHOWN ON PLANS MAY NOT REFLECT
ACTUAL SITE CONDITIONS AT THE TIME OF
CONSTRUCTION.
2.CONTRACTOR SHALL SUBMIT A WORK PLAN FOR
EACH INDIVIDUAL PROPERTY SHOWING
ANTICIPATED DISTURBANCE LIMITS AND INVENTORY
OF EXISTING CONDITIONS AND PROPOSED
RESTORATION METHODS AND MATERIALS FOR
APPROVAL BY THE ENGINEER PRIOR TO BEGINNING
WORK.
3.ALL DAMAGED, DISTURBED, OR REMOVED SITE
ELEMENTS SHALL BE REPLACED IN KIND TO MATCH
EXISTING CONDITIONS:
a.HARDSCAPE AREAS, INCLUDING BUT NOT
LIMITED TO CONCRETE PATHWAYS AND
DRIVEWAYS, SHALL BE REMOVED TO EXISTING
JOINTS/PANELS AND RESTORED TO MATCH
EXISTING CONDITION, INCLUDING ANY
DECORATIVE SURFACE TREATMENTS.
b.MODULAR MATERIALS, INCLUDING BUT NOT
LIMITED TO PAVERS, FLAGSTONES, ROCKERIES,
AND DECKING, SHALL BE CAREFULLY REMOVED
AND PROTECTED FOR REINSTALLATION TO
MATCH EXISTING CONDITION.
c.MATURE VEGETATION SHALL BE PROTECTED OR
REPLACED IN KIND (INCLUDING TYPE, VARIETY,
AND SIZE). REMOVAL OF MATURE TREES WILL
REQUIRE PRIOR APPROVAL BY THE ENGINEER
AND WILL REQUIRE REPLACEMENT WITH TREE
OF EQUAL SIZE/VALUE, AS DETERMINED BY THE
ENGINEER. SEE PLANTING DETAILS, SHEET LS11.
4.RESTORATION IS SHOWN FOR REFERENCE IN
AREAS WHERE OPEN TRENCHING IS ASSUMED;
RESTORATION FOR FORCE MAIN INSTALLATION AND
SITE ACCESS SHALL BE PER CONTRACTOR DESIGN
AND SHALL BE DEFINED IN THE WORK PLAN FOR
EACH PROPERTY AS NOTED ABOVE.
LANDSCAPE RESTORATION LEGEND
DESCRIPTIONSYMBOL
SEEDED LAWN AREA; INSTALL TOPSOIL
TYPE A PER DETAIL, SHEET LS12
PLANTER AREA; INSTALL TOPSOIL TYPE A
PER DETAIL, SHEET LS12, AND 2" BARK
OR WOOD CHIP MULCH
HARDSCAPE AREA; RESTORE TO MATCH
EXISTING (SEE GENERAL NOTE 3a)
MODULAR HARDSCAPE; RESTORE TO
MATCH EXISTING (SEE GENERAL NOTE 3b)
DECKING; RESTORE TO MATCH EXISTING
(SEE GENERAL NOTE 3b)
1SEE SHEET LS11 FOR PLANTING DETAILS.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
LS02
2
LANDSCAPE RESTORATION
SITE PLAN 2
2731-2801 MOUNTAIN VIEW AVE N
9CAR020600-LS01.dwg
co
r
e
e
n
.
s
c
h
m
i
d
t
202687-100000
12
/
2
0
/
2
0
2
4
1
:
4
1
:
5
0
P
M
Pl
o
t
D
a
t
e
:
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DEC 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
®
KEY PLAN
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
SCALE
40'20'0 10'
SCALE: 1" = 20'
PLAN
THIS SHEET
usanorth811.org
18+00
19+00 20+00
21+00
22+00
3003 MOUNTAIN VIEW AVE N
PARCEL: 14
TAX ID: 334210-3931
3005 MOUNTAIN VIEW AVE N
PARCEL: 15
TAX ID: 334210-3930
3007 MOUNTAIN VIEW AVE N
PARCEL: 16
TAX ID: 334210-3924
3009 MOUNTAIN VIEW AVE N
PARCEL: 17
TAX ID: 334210-3920
3011 MOUNTAIN VIEW AVE N
PARCEL: 18
TAX ID: 334210-3905
3013 MOUNTAIN VIEW AVE N
PARCEL: 19
TAX ID: 334210-3906
3015 MOUNTAIN VIEW AVE N
PARCEL: 20
TAX ID: 334210-3895
3101 MOUNTAIN VIEW AVE N
PARCEL: 21
TAX ID: 334210-3890
3103 MOUNTAIN VIEW AVE N
PARCEL: 22
TAX ID: 334210-3880
3107 MOUNTAIN VIEW AVE N
PARCEL: 23
TAX ID: 334210-3860
3111 MOUNTAIN VIEW AVE N
PARCEL: 24
TAX ID: 334210-3855
3115 MOUNTAIN VIEW AVE N
GENERAL NOTES
1.CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING AND DOCUMENTING EXISTING
CONDITIONS PRIOR TO BEGINNING WORK. SURVEY
AND AERIAL SHOWN ON PLANS MAY NOT REFLECT
ACTUAL SITE CONDITIONS AT THE TIME OF
CONSTRUCTION.
2.CONTRACTOR SHALL SUBMIT A WORK PLAN FOR
EACH INDIVIDUAL PROPERTY SHOWING
ANTICIPATED DISTURBANCE LIMITS AND INVENTORY
OF EXISTING CONDITIONS AND PROPOSED
RESTORATION METHODS AND MATERIALS FOR
APPROVAL BY THE ENGINEER PRIOR TO BEGINNING
WORK.
3.ALL DAMAGED, DISTURBED, OR REMOVED SITE
ELEMENTS SHALL BE REPLACED IN KIND TO MATCH
EXISTING CONDITIONS:
a.HARDSCAPE AREAS, INCLUDING BUT NOT
LIMITED TO CONCRETE PATHWAYS AND
DRIVEWAYS, SHALL BE REMOVED TO EXISTING
JOINTS/PANELS AND RESTORED TO MATCH
EXISTING CONDITION, INCLUDING ANY
DECORATIVE SURFACE TREATMENTS.
b.MODULAR MATERIALS, INCLUDING BUT NOT
LIMITED TO PAVERS, FLAGSTONES, ROCKERIES,
AND DECKING, SHALL BE CAREFULLY REMOVED
AND PROTECTED FOR REINSTALLATION TO
MATCH EXISTING CONDITION.
c.MATURE VEGETATION SHALL BE PROTECTED OR
REPLACED IN KIND (INCLUDING TYPE, VARIETY,
AND SIZE). REMOVAL OF MATURE TREES WILL
REQUIRE PRIOR APPROVAL BY THE ENGINEER
AND WILL REQUIRE REPLACEMENT WITH TREE
OF EQUAL SIZE/VALUE, AS DETERMINED BY THE
ENGINEER. SEE PLANTING DETAILS, SHEET LS11.
4.RESTORATION IS SHOWN FOR REFERENCE IN
AREAS WHERE OPEN TRENCHING IS ASSUMED;
RESTORATION FOR FORCE MAIN INSTALLATION AND
SITE ACCESS SHALL BE PER CONTRACTOR DESIGN
AND SHALL BE DEFINED IN THE WORK PLAN FOR
EACH PROPERTY AS NOTED ABOVE.
LANDSCAPE RESTORATION LEGEND
DESCRIPTIONSYMBOL
SEEDED LAWN AREA; INSTALL TOPSOIL
TYPE A PER DETAIL, SHEET LS12
PLANTER AREA; INSTALL TOPSOIL TYPE A
PER DETAIL, SHEET LS12, AND 2" BARK
OR WOOD CHIP MULCH
HARDSCAPE AREA; RESTORE TO MATCH
EXISTING (SEE GENERAL NOTE 3a)
MODULAR HARDSCAPE; RESTORE TO
MATCH EXISTING (SEE GENERAL NOTE 3b)
DECKING; RESTORE TO MATCH EXISTING
(SEE GENERAL NOTE 3b)
1SEE SHEET LS11 FOR PLANTING DETAILS.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
LS03
3
LANDSCAPE RESTORATION
SITE PLAN 3
2731-2801 MOUNTAIN VIEW AVE N
9CAR020600-LS01.dwg
co
r
e
e
n
.
s
c
h
m
i
d
t
202687-100000
12
/
2
0
/
2
0
2
4
1
:
4
2
:
0
3
P
M
Pl
o
t
D
a
t
e
:
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DEC 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
®
KEY PLAN
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
SCALE
40'20'0 10'
SCALE: 1" = 20'
PLAN
THIS SHEET
usanorth811.org
22+00
23+00
24+00
25+0
0
2
6
+
0
0
26
+
4
8
.
5
7
TAX ID: 334210-3855
3115 MOUNTAIN VIEW AVE N
PARCEL: 25
TAX ID: 334210-3845
3119 MOUNTAIN VIEW AVE N
PARCEL: 26
TAX ID: 334210-3840
3205 MOUNTAIN VIEW AVE N
PARCEL: 27
TAX ID: 334210-3810
3209 MOUNTAIN VIEW AVE N
PARCEL: 28
TAX ID: 334210-3805
3213 MOUNTAIN VIEW AVE N
PARCEL: 29
TAX ID: 334210-3795
3217 MOUNTAIN VIEW AVE N PARCEL: 30
TAX ID: 334210-3775
3233 MOUNTAIN VIEW AVE N
GENERAL NOTES
1.CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING AND DOCUMENTING EXISTING
CONDITIONS PRIOR TO BEGINNING WORK. SURVEY
AND AERIAL SHOWN ON PLANS MAY NOT REFLECT
ACTUAL SITE CONDITIONS AT THE TIME OF
CONSTRUCTION.
2.CONTRACTOR SHALL SUBMIT A WORK PLAN FOR
EACH INDIVIDUAL PROPERTY SHOWING
ANTICIPATED DISTURBANCE LIMITS AND INVENTORY
OF EXISTING CONDITIONS AND PROPOSED
RESTORATION METHODS AND MATERIALS FOR
APPROVAL BY THE ENGINEER PRIOR TO BEGINNING
WORK.
3.ALL DAMAGED, DISTURBED, OR REMOVED SITE
ELEMENTS SHALL BE REPLACED IN KIND TO MATCH
EXISTING CONDITIONS:
a.HARDSCAPE AREAS, INCLUDING BUT NOT
LIMITED TO CONCRETE PATHWAYS AND
DRIVEWAYS, SHALL BE REMOVED TO EXISTING
JOINTS/PANELS AND RESTORED TO MATCH
EXISTING CONDITION, INCLUDING ANY
DECORATIVE SURFACE TREATMENTS.
b.MODULAR MATERIALS, INCLUDING BUT NOT
LIMITED TO PAVERS, FLAGSTONES, ROCKERIES,
AND DECKING, SHALL BE CAREFULLY REMOVED
AND PROTECTED FOR REINSTALLATION TO
MATCH EXISTING CONDITION.
c.MATURE VEGETATION SHALL BE PROTECTED OR
REPLACED IN KIND (INCLUDING TYPE, VARIETY,
AND SIZE). REMOVAL OF MATURE TREES WILL
REQUIRE PRIOR APPROVAL BY THE ENGINEER
AND WILL REQUIRE REPLACEMENT WITH TREE
OF EQUAL SIZE/VALUE, AS DETERMINED BY THE
ENGINEER. SEE PLANTING DETAILS, SHEET LS11.
4.RESTORATION IS SHOWN FOR REFERENCE IN
AREAS WHERE OPEN TRENCHING IS ASSUMED;
RESTORATION FOR FORCE MAIN INSTALLATION AND
SITE ACCESS SHALL BE PER CONTRACTOR DESIGN
AND SHALL BE DEFINED IN THE WORK PLAN FOR
EACH PROPERTY AS NOTED ABOVE.
LANDSCAPE RESTORATION LEGEND
DESCRIPTIONSYMBOL
SEEDED LAWN AREA; INSTALL TOPSOIL
TYPE A PER DETAIL, SHEET LS12
PLANTER AREA; INSTALL TOPSOIL TYPE A
PER DETAIL, SHEET LS12, AND 2" BARK
OR WOOD CHIP MULCH
HARDSCAPE AREA; RESTORE TO MATCH
EXISTING (SEE GENERAL NOTE 3a)
MODULAR HARDSCAPE; RESTORE TO
MATCH EXISTING (SEE GENERAL NOTE 3b)
DECKING; RESTORE TO MATCH EXISTING
(SEE GENERAL NOTE 3b)
1SEE SHEET LS11 FOR PLANTING DETAILS.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
LS04
4
LANDSCAPE RESTORATION
SITE PLAN 4
2731-2801 MOUNTAIN VIEW AVE N
9CAR020600-LS01.dwg
co
r
e
e
n
.
s
c
h
m
i
d
t
202687-100000
12
/
2
0
/
2
0
2
4
1
:
4
2
:
2
1
P
M
Pl
o
t
D
a
t
e
:
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DEC 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
®
KEY PLAN
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
SCALE
40'20'0 10'
SCALE: 1" = 20'
PLAN
THIS SHEET
usanorth811.org
PARCEL: 31
TAX ID: 312405-9077
3307 MOUNTAIN VIEW AVE N
PARCEL: 61
TAX ID: 334210-3760
GENERAL NOTES
1.CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING AND DOCUMENTING EXISTING
CONDITIONS PRIOR TO BEGINNING WORK. SURVEY
AND AERIAL SHOWN ON PLANS MAY NOT REFLECT
ACTUAL SITE CONDITIONS AT THE TIME OF
CONSTRUCTION.
2.CONTRACTOR SHALL SUBMIT A WORK PLAN FOR
EACH INDIVIDUAL PROPERTY SHOWING
ANTICIPATED DISTURBANCE LIMITS AND INVENTORY
OF EXISTING CONDITIONS AND PROPOSED
RESTORATION METHODS AND MATERIALS FOR
APPROVAL BY THE ENGINEER PRIOR TO BEGINNING
WORK.
3.ALL DAMAGED, DISTURBED, OR REMOVED SITE
ELEMENTS SHALL BE REPLACED IN KIND TO MATCH
EXISTING CONDITIONS:
a.HARDSCAPE AREAS, INCLUDING BUT NOT
LIMITED TO CONCRETE PATHWAYS AND
DRIVEWAYS, SHALL BE REMOVED TO EXISTING
JOINTS/PANELS AND RESTORED TO MATCH
EXISTING CONDITION, INCLUDING ANY
DECORATIVE SURFACE TREATMENTS.
b.MODULAR MATERIALS, INCLUDING BUT NOT
LIMITED TO PAVERS, FLAGSTONES, ROCKERIES,
AND DECKING, SHALL BE CAREFULLY REMOVED
AND PROTECTED FOR REINSTALLATION TO
MATCH EXISTING CONDITION.
c.MATURE VEGETATION SHALL BE PROTECTED OR
REPLACED IN KIND (INCLUDING TYPE, VARIETY,
AND SIZE). REMOVAL OF MATURE TREES WILL
REQUIRE PRIOR APPROVAL BY THE ENGINEER
AND WILL REQUIRE REPLACEMENT WITH TREE
OF EQUAL SIZE/VALUE, AS DETERMINED BY THE
ENGINEER. SEE PLANTING DETAILS, SHEET LS11.
4.RESTORATION IS SHOWN FOR REFERENCE IN
AREAS WHERE OPEN TRENCHING IS ASSUMED;
RESTORATION FOR FORCE MAIN INSTALLATION AND
SITE ACCESS SHALL BE PER CONTRACTOR DESIGN
AND SHALL BE DEFINED IN THE WORK PLAN FOR
EACH PROPERTY AS NOTED ABOVE.
LANDSCAPE RESTORATION LEGEND
DESCRIPTIONSYMBOL
SEEDED LAWN AREA; INSTALL TOPSOIL
TYPE A PER DETAIL, SHEET LS12
PLANTER AREA; INSTALL TOPSOIL TYPE A
PER DETAIL, SHEET LS12, AND 2" BARK
OR WOOD CHIP MULCH
HARDSCAPE AREA; RESTORE TO MATCH
EXISTING (SEE GENERAL NOTE 3a)
MODULAR HARDSCAPE; RESTORE TO
MATCH EXISTING (SEE GENERAL NOTE 3b)
DECKING; RESTORE TO MATCH EXISTING
(SEE GENERAL NOTE 3b)
1SEE SHEET LS11 FOR PLANTING DETAILS.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
LS05
5
LANDSCAPE RESTORATION
SITE PLAN 5
2731-2801 MOUNTAIN VIEW AVE N
9CAR020600-LS01.dwg
co
r
e
e
n
.
s
c
h
m
i
d
t
202687-100000
12
/
2
0
/
2
0
2
4
1
:
4
2
:
3
8
P
M
Pl
o
t
D
a
t
e
:
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DEC 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
®
KEY PLAN
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
SCALE
40'20'0 10'
SCALE: 1" = 20'
PLAN
THIS SHEET
usanorth811.org
PARCEL: 32
TAX ID: 312405-9076
3401 LAKE WASHINGTON BLVD N
PARCEL: 33
TAX ID: 312405-9075
3405 LAKE WASHINGTON BLVD N
PARCEL: 34
TAX ID: 312405-9074
3411 LAKE WASHINGTON BLVD N
PARCEL: 63
TAX ID: 334210-3635 TAX ID: 334210-3625
GENERAL NOTES
1.CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING AND DOCUMENTING EXISTING
CONDITIONS PRIOR TO BEGINNING WORK. SURVEY
AND AERIAL SHOWN ON PLANS MAY NOT REFLECT
ACTUAL SITE CONDITIONS AT THE TIME OF
CONSTRUCTION.
2.CONTRACTOR SHALL SUBMIT A WORK PLAN FOR
EACH INDIVIDUAL PROPERTY SHOWING
ANTICIPATED DISTURBANCE LIMITS AND INVENTORY
OF EXISTING CONDITIONS AND PROPOSED
RESTORATION METHODS AND MATERIALS FOR
APPROVAL BY THE ENGINEER PRIOR TO BEGINNING
WORK.
3.ALL DAMAGED, DISTURBED, OR REMOVED SITE
ELEMENTS SHALL BE REPLACED IN KIND TO MATCH
EXISTING CONDITIONS:
a.HARDSCAPE AREAS, INCLUDING BUT NOT
LIMITED TO CONCRETE PATHWAYS AND
DRIVEWAYS, SHALL BE REMOVED TO EXISTING
JOINTS/PANELS AND RESTORED TO MATCH
EXISTING CONDITION, INCLUDING ANY
DECORATIVE SURFACE TREATMENTS.
b.MODULAR MATERIALS, INCLUDING BUT NOT
LIMITED TO PAVERS, FLAGSTONES, ROCKERIES,
AND DECKING, SHALL BE CAREFULLY REMOVED
AND PROTECTED FOR REINSTALLATION TO
MATCH EXISTING CONDITION.
c.MATURE VEGETATION SHALL BE PROTECTED OR
REPLACED IN KIND (INCLUDING TYPE, VARIETY,
AND SIZE). REMOVAL OF MATURE TREES WILL
REQUIRE PRIOR APPROVAL BY THE ENGINEER
AND WILL REQUIRE REPLACEMENT WITH TREE
OF EQUAL SIZE/VALUE, AS DETERMINED BY THE
ENGINEER. SEE PLANTING DETAILS, SHEET LS11.
4.RESTORATION IS SHOWN FOR REFERENCE IN
AREAS WHERE OPEN TRENCHING IS ASSUMED;
RESTORATION FOR FORCE MAIN INSTALLATION AND
SITE ACCESS SHALL BE PER CONTRACTOR DESIGN
AND SHALL BE DEFINED IN THE WORK PLAN FOR
EACH PROPERTY AS NOTED ABOVE.
LANDSCAPE RESTORATION LEGEND
DESCRIPTIONSYMBOL
SEEDED LAWN AREA; INSTALL TOPSOIL
TYPE A PER DETAIL, SHEET LS12
PLANTER AREA; INSTALL TOPSOIL TYPE A
PER DETAIL, SHEET LS12, AND 2" BARK
OR WOOD CHIP MULCH
HARDSCAPE AREA; RESTORE TO MATCH
EXISTING (SEE GENERAL NOTE 3a)
MODULAR HARDSCAPE; RESTORE TO
MATCH EXISTING (SEE GENERAL NOTE 3b)
DECKING; RESTORE TO MATCH EXISTING
(SEE GENERAL NOTE 3b)
1SEE SHEET LS11 FOR PLANTING DETAILS.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
LS06
6
LANDSCAPE RESTORATION
SITE PLAN 6
2731-2801 MOUNTAIN VIEW AVE N
9CAR020600-LS01.dwg
co
r
e
e
n
.
s
c
h
m
i
d
t
202687-100000
12
/
2
0
/
2
0
2
4
1
:
4
2
:
5
5
P
M
Pl
o
t
D
a
t
e
:
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DEC 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
®
KEY PLAN
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
SCALE
40'20'0 10'
SCALE: 1" = 20'
PLAN
THIS SHEET
usanorth811.org
PARCEL: 34
TAX ID: 312405-9074
3411 LAKE WASHINGTON BLVD N
PARCEL: 35
TAX ID: 312405-9004
3501 LAKE WASHINGTON BLVD N
PARCEL: 36
TAX ID: 334270-0355
3601 LAKE WASHINGTON BLVD N
4
0
+
0
0
41+00
42+00
43+00
GENERAL NOTES
1.CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING AND DOCUMENTING EXISTING
CONDITIONS PRIOR TO BEGINNING WORK. SURVEY
AND AERIAL SHOWN ON PLANS MAY NOT REFLECT
ACTUAL SITE CONDITIONS AT THE TIME OF
CONSTRUCTION.
2.CONTRACTOR SHALL SUBMIT A WORK PLAN FOR
EACH INDIVIDUAL PROPERTY SHOWING
ANTICIPATED DISTURBANCE LIMITS AND INVENTORY
OF EXISTING CONDITIONS AND PROPOSED
RESTORATION METHODS AND MATERIALS FOR
APPROVAL BY THE ENGINEER PRIOR TO BEGINNING
WORK.
3.ALL DAMAGED, DISTURBED, OR REMOVED SITE
ELEMENTS SHALL BE REPLACED IN KIND TO MATCH
EXISTING CONDITIONS:
a.HARDSCAPE AREAS, INCLUDING BUT NOT
LIMITED TO CONCRETE PATHWAYS AND
DRIVEWAYS, SHALL BE REMOVED TO EXISTING
JOINTS/PANELS AND RESTORED TO MATCH
EXISTING CONDITION, INCLUDING ANY
DECORATIVE SURFACE TREATMENTS.
b.MODULAR MATERIALS, INCLUDING BUT NOT
LIMITED TO PAVERS, FLAGSTONES, ROCKERIES,
AND DECKING, SHALL BE CAREFULLY REMOVED
AND PROTECTED FOR REINSTALLATION TO
MATCH EXISTING CONDITION.
c.MATURE VEGETATION SHALL BE PROTECTED OR
REPLACED IN KIND (INCLUDING TYPE, VARIETY,
AND SIZE). REMOVAL OF MATURE TREES WILL
REQUIRE PRIOR APPROVAL BY THE ENGINEER
AND WILL REQUIRE REPLACEMENT WITH TREE
OF EQUAL SIZE/VALUE, AS DETERMINED BY THE
ENGINEER. SEE PLANTING DETAILS, SHEET LS11.
4.RESTORATION IS SHOWN FOR REFERENCE IN
AREAS WHERE OPEN TRENCHING IS ASSUMED;
RESTORATION FOR FORCE MAIN INSTALLATION AND
SITE ACCESS SHALL BE PER CONTRACTOR DESIGN
AND SHALL BE DEFINED IN THE WORK PLAN FOR
EACH PROPERTY AS NOTED ABOVE.
LANDSCAPE RESTORATION LEGEND
DESCRIPTIONSYMBOL
SEEDED LAWN AREA; INSTALL TOPSOIL
TYPE A PER DETAIL, SHEET LS12
PLANTER AREA; INSTALL TOPSOIL TYPE A
PER DETAIL, SHEET LS12, AND 2" BARK
OR WOOD CHIP MULCH
HARDSCAPE AREA; RESTORE TO MATCH
EXISTING (SEE GENERAL NOTE 3a)
MODULAR HARDSCAPE; RESTORE TO
MATCH EXISTING (SEE GENERAL NOTE 3b)
DECKING; RESTORE TO MATCH EXISTING
(SEE GENERAL NOTE 3b)
1SEE SHEET LS11 FOR PLANTING DETAILS.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
LS07
7
LANDSCAPE RESTORATION
SITE PLAN 7
2731-2801 MOUNTAIN VIEW AVE N
9CAR020600-LS01.dwg
co
r
e
e
n
.
s
c
h
m
i
d
t
202687-100000
12
/
2
0
/
2
0
2
4
1
:
4
3
:
0
9
P
M
Pl
o
t
D
a
t
e
:
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DEC 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
®
KEY PLAN
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
SCALE
40'20'0 10'
SCALE: 1" = 20'
PLAN
THIS SHEET
usanorth811.org
PARCEL: 37
TAX ID: 334270-0330
3605 LAKE WASHINGTON BLVD N
PARCEL: 38
TAX ID: 334270-0320
3607 LAKE WASHINGTON BLVD N
PARCEL: 39
TAX ID: 334270-0310
3611 LAKE WASHINGTON BLVD N
PARCEL: 40
TAX ID: 334270-0300
3613 LAKE WASHINGTON BLVD N PARCEL: 41
TAX ID: 334270-0290
3619 LAKE WASHINGTON BLVD N
PARCEL: 42
TAX ID: 334270-0280
3625 LAKE WASHINGTON BLVD N PARCEL: 43
TAX ID: 334270-0270
3703 LAKE WASHINGTON BLVD N PARCEL: 44
TAX ID: 334270-0260
3707 LAKE WASHINGTON BLVD N
PARCEL: 45
TAX ID: 334270-0250
3709 LAKE WASHINGTON BLVD N
PARCEL: 46
TAX ID: 334270-0230
3711 LAKE WASHINGTON BLVD N PARCEL: 47
TAX ID: 334270-0240
3713 LAKE WASHINGTON BLVD N
44+00
4
5
+
0
0
4
6
+
0
0
47
+
0
0
47+41
.
4
4
GENERAL NOTES
1.CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING AND DOCUMENTING EXISTING
CONDITIONS PRIOR TO BEGINNING WORK. SURVEY
AND AERIAL SHOWN ON PLANS MAY NOT REFLECT
ACTUAL SITE CONDITIONS AT THE TIME OF
CONSTRUCTION.
2.CONTRACTOR SHALL SUBMIT A WORK PLAN FOR
EACH INDIVIDUAL PROPERTY SHOWING
ANTICIPATED DISTURBANCE LIMITS AND INVENTORY
OF EXISTING CONDITIONS AND PROPOSED
RESTORATION METHODS AND MATERIALS FOR
APPROVAL BY THE ENGINEER PRIOR TO BEGINNING
WORK.
3.ALL DAMAGED, DISTURBED, OR REMOVED SITE
ELEMENTS SHALL BE REPLACED IN KIND TO MATCH
EXISTING CONDITIONS:
a.HARDSCAPE AREAS, INCLUDING BUT NOT
LIMITED TO CONCRETE PATHWAYS AND
DRIVEWAYS, SHALL BE REMOVED TO EXISTING
JOINTS/PANELS AND RESTORED TO MATCH
EXISTING CONDITION, INCLUDING ANY
DECORATIVE SURFACE TREATMENTS.
b.MODULAR MATERIALS, INCLUDING BUT NOT
LIMITED TO PAVERS, FLAGSTONES, ROCKERIES,
AND DECKING, SHALL BE CAREFULLY REMOVED
AND PROTECTED FOR REINSTALLATION TO
MATCH EXISTING CONDITION.
c.MATURE VEGETATION SHALL BE PROTECTED OR
REPLACED IN KIND (INCLUDING TYPE, VARIETY,
AND SIZE). REMOVAL OF MATURE TREES WILL
REQUIRE PRIOR APPROVAL BY THE ENGINEER
AND WILL REQUIRE REPLACEMENT WITH TREE
OF EQUAL SIZE/VALUE, AS DETERMINED BY THE
ENGINEER. SEE PLANTING DETAILS, SHEET LS11.
4.RESTORATION IS SHOWN FOR REFERENCE IN
AREAS WHERE OPEN TRENCHING IS ASSUMED;
RESTORATION FOR FORCE MAIN INSTALLATION AND
SITE ACCESS SHALL BE PER CONTRACTOR DESIGN
AND SHALL BE DEFINED IN THE WORK PLAN FOR
EACH PROPERTY AS NOTED ABOVE.
LANDSCAPE RESTORATION LEGEND
DESCRIPTIONSYMBOL
SEEDED LAWN AREA; INSTALL TOPSOIL
TYPE A PER DETAIL, SHEET LS12
PLANTER AREA; INSTALL TOPSOIL TYPE A
PER DETAIL, SHEET LS12, AND 2" BARK
OR WOOD CHIP MULCH
HARDSCAPE AREA; RESTORE TO MATCH
EXISTING (SEE GENERAL NOTE 3a)
MODULAR HARDSCAPE; RESTORE TO
MATCH EXISTING (SEE GENERAL NOTE 3b)
DECKING; RESTORE TO MATCH EXISTING
(SEE GENERAL NOTE 3b)
1SEE SHEET LS11 FOR PLANTING DETAILS.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
LS08
8
LANDSCAPE RESTORATION
SITE PLAN 8
2731-2801 MOUNTAIN VIEW AVE N
9CAR020600-LS01.dwg
co
r
e
e
n
.
s
c
h
m
i
d
t
202687-100000
12
/
2
0
/
2
0
2
4
1
:
4
3
:
1
8
P
M
Pl
o
t
D
a
t
e
:
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DEC 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
®
KEY PLAN
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
SCALE
40'20'0 10'
SCALE: 1" = 20'
PLAN
THIS SHEET
usanorth811.org
711 LAKE WASHINGTON BLVD N PARCEL: 47
TAX ID: 334270-0240
3713 LAKE WASHINGTON BLVD N
PARCEL: 48
TAX ID: 334270-0211
3715 LAKE WASHINGTON BLVD N
PARCEL: 49
TAX ID: 334270-0200
3717 LAKE WASHINGTON BLVD N
PARCEL: 50
TAX ID: 334270-0190
3719 LAKE WASHINGTON BLVD N
PARCEL: 51
TAX ID: 334270-0176
3805 LAKE WASHINGTON BLVD N PARCEL: 52
TAX ID: 334270-0149
3811 LAKE WASHINGTON BLVD N
PARCEL: 53
TAX ID: 334270-0126
3815 LAKE WASHINGTON BLVD N
TAX ID: 334270-0125
3821 LAKE WASHINGTON BLVD N
PARCEL: 66
TAX ID: 322405-9005
3" FM
GENERAL NOTES
1.CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING AND DOCUMENTING EXISTING
CONDITIONS PRIOR TO BEGINNING WORK. SURVEY
AND AERIAL SHOWN ON PLANS MAY NOT REFLECT
ACTUAL SITE CONDITIONS AT THE TIME OF
CONSTRUCTION.
2.CONTRACTOR SHALL SUBMIT A WORK PLAN FOR
EACH INDIVIDUAL PROPERTY SHOWING
ANTICIPATED DISTURBANCE LIMITS AND INVENTORY
OF EXISTING CONDITIONS AND PROPOSED
RESTORATION METHODS AND MATERIALS FOR
APPROVAL BY THE ENGINEER PRIOR TO BEGINNING
WORK.
3.ALL DAMAGED, DISTURBED, OR REMOVED SITE
ELEMENTS SHALL BE REPLACED IN KIND TO MATCH
EXISTING CONDITIONS:
a.HARDSCAPE AREAS, INCLUDING BUT NOT
LIMITED TO CONCRETE PATHWAYS AND
DRIVEWAYS, SHALL BE REMOVED TO EXISTING
JOINTS/PANELS AND RESTORED TO MATCH
EXISTING CONDITION, INCLUDING ANY
DECORATIVE SURFACE TREATMENTS.
b.MODULAR MATERIALS, INCLUDING BUT NOT
LIMITED TO PAVERS, FLAGSTONES, ROCKERIES,
AND DECKING, SHALL BE CAREFULLY REMOVED
AND PROTECTED FOR REINSTALLATION TO
MATCH EXISTING CONDITION.
c.MATURE VEGETATION SHALL BE PROTECTED OR
REPLACED IN KIND (INCLUDING TYPE, VARIETY,
AND SIZE). REMOVAL OF MATURE TREES WILL
REQUIRE PRIOR APPROVAL BY THE ENGINEER
AND WILL REQUIRE REPLACEMENT WITH TREE
OF EQUAL SIZE/VALUE, AS DETERMINED BY THE
ENGINEER. SEE PLANTING DETAILS, SHEET LS11.
4.RESTORATION IS SHOWN FOR REFERENCE IN
AREAS WHERE OPEN TRENCHING IS ASSUMED;
RESTORATION FOR FORCE MAIN INSTALLATION AND
SITE ACCESS SHALL BE PER CONTRACTOR DESIGN
AND SHALL BE DEFINED IN THE WORK PLAN FOR
EACH PROPERTY AS NOTED ABOVE.
LANDSCAPE RESTORATION LEGEND
DESCRIPTIONSYMBOL
SEEDED LAWN AREA; INSTALL TOPSOIL
TYPE A PER DETAIL, SHEET LS12
PLANTER AREA; INSTALL TOPSOIL TYPE A
PER DETAIL, SHEET LS12, AND 2" BARK
OR WOOD CHIP MULCH
HARDSCAPE AREA; RESTORE TO MATCH
EXISTING (SEE GENERAL NOTE 3a)
MODULAR HARDSCAPE; RESTORE TO
MATCH EXISTING (SEE GENERAL NOTE 3b)
DECKING; RESTORE TO MATCH EXISTING
(SEE GENERAL NOTE 3b)
1SEE SHEET LS11 FOR PLANTING DETAILS.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
LS09
9
LANDSCAPE RESTORATION
SITE PLAN 9
2731-2801 MOUNTAIN VIEW AVE N
9CAR020600-LS01.dwg
co
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202687-100000
12
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2
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2
0
2
4
1
:
4
3
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2
8
P
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Pl
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DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DEC 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
®
KEY PLAN
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
SCALE
40'20'0 10'
SCALE: 1" = 20'
PLAN
THIS SHEET
usanorth811.org
PARCEL: 54
TAX ID: 334270-0125
3821 LAKE WASHINGTON BLVD N
PARCEL: 55
TAX ID: 334270-0110
3825 LAKE WASHINGTON BLVD N
PARCEL: 56
TAX ID: 334270-0100
3827 LAKE WASHINGTON BLVD N
PARCEL: 57
TAX ID: 334270-0080
3837 LAKE WASHINGTON BLVD N
PARCEL: 58
TAX ID: 334270-0070
3901 LAKE WASHINGTON BLVD N
PARCEL: 59
TAX ID: 334270-0011
3905 LAKE WASHINGTON BLVD N
GENERAL NOTES
1.CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING AND DOCUMENTING EXISTING
CONDITIONS PRIOR TO BEGINNING WORK. SURVEY
AND AERIAL SHOWN ON PLANS MAY NOT REFLECT
ACTUAL SITE CONDITIONS AT THE TIME OF
CONSTRUCTION.
2.CONTRACTOR SHALL SUBMIT A WORK PLAN FOR
EACH INDIVIDUAL PROPERTY SHOWING
ANTICIPATED DISTURBANCE LIMITS AND INVENTORY
OF EXISTING CONDITIONS AND PROPOSED
RESTORATION METHODS AND MATERIALS FOR
APPROVAL BY THE ENGINEER PRIOR TO BEGINNING
WORK.
3.ALL DAMAGED, DISTURBED, OR REMOVED SITE
ELEMENTS SHALL BE REPLACED IN KIND TO MATCH
EXISTING CONDITIONS:
a.HARDSCAPE AREAS, INCLUDING BUT NOT
LIMITED TO CONCRETE PATHWAYS AND
DRIVEWAYS, SHALL BE REMOVED TO EXISTING
JOINTS/PANELS AND RESTORED TO MATCH
EXISTING CONDITION, INCLUDING ANY
DECORATIVE SURFACE TREATMENTS.
b.MODULAR MATERIALS, INCLUDING BUT NOT
LIMITED TO PAVERS, FLAGSTONES, ROCKERIES,
AND DECKING, SHALL BE CAREFULLY REMOVED
AND PROTECTED FOR REINSTALLATION TO
MATCH EXISTING CONDITION.
c.MATURE VEGETATION SHALL BE PROTECTED OR
REPLACED IN KIND (INCLUDING TYPE, VARIETY,
AND SIZE). REMOVAL OF MATURE TREES WILL
REQUIRE PRIOR APPROVAL BY THE ENGINEER
AND WILL REQUIRE REPLACEMENT WITH TREE
OF EQUAL SIZE/VALUE, AS DETERMINED BY THE
ENGINEER. SEE PLANTING DETAILS, SHEET LS11.
4.RESTORATION IS SHOWN FOR REFERENCE IN
AREAS WHERE OPEN TRENCHING IS ASSUMED;
RESTORATION FOR FORCE MAIN INSTALLATION AND
SITE ACCESS SHALL BE PER CONTRACTOR DESIGN
AND SHALL BE DEFINED IN THE WORK PLAN FOR
EACH PROPERTY AS NOTED ABOVE.
LANDSCAPE RESTORATION LEGEND
DESCRIPTIONSYMBOL
SEEDED LAWN AREA; INSTALL TOPSOIL
TYPE A PER DETAIL, SHEET LS12
PLANTER AREA; INSTALL TOPSOIL TYPE A
PER DETAIL, SHEET LS12, AND 2" BARK
OR WOOD CHIP MULCH
HARDSCAPE AREA; RESTORE TO MATCH
EXISTING (SEE GENERAL NOTE 3a)
MODULAR HARDSCAPE; RESTORE TO
MATCH EXISTING (SEE GENERAL NOTE 3b)
DECKING; RESTORE TO MATCH EXISTING
(SEE GENERAL NOTE 3b)
1SEE SHEET LS11 FOR PLANTING DETAILS.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
LS10
10
LANDSCAPE RESTORATION
SITE PLAN 10
2731-2801 MOUNTAIN VIEW AVE N
9CAR020600-LS01.dwg
co
r
e
e
n
.
s
c
h
m
i
d
t
202687-100000
12
/
2
0
/
2
0
2
4
1
:
4
3
:
3
9
P
M
Pl
o
t
D
a
t
e
:
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DEC 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
®
KEY PLAN
usanorth811.org
KEY PLAN
NORTH
N 31ST ST
N 30TH ST
N 32ND ST
N 33RD ST
N 29TH ST
BU
R
N
E
T
T
N 34TH ST
N 35TH ST
N 36TH ST
N 38TH ST
N 37TH ST
N 40TH ST
L
A
K
E
W
A
S
H
I
N
GT
O
N
BL
V
D
N
AV
E
N
SCALE
40'20'0 10'
SCALE: 1" = 20'
PLAN
THIS SHEET
TYPICAL EVERGREEN TREE PLANTING DETAILTYPICAL DECIDUOUS TREE PLANTING DETAIL
TYPICAL SHRUB/GROUNDCOVER PLANTING DETAIL
TYPICAL MULTI-STEM TREE PLANTING DETAIL
TREE PLANTING NOTES:
1.TREE PIT SHALL NOT BE LESS THAN 3 TIMES
ROOT BALL DIAMETER.
2.CUT ALL TIES AND REMOVE BURLAP ROOT BALL.
3.REMOVE ALL PLASTIC AND TWINE.
4.BACKFILL TOPSOIL TYPE A AROUND ROOT BALL IN
6" LIFTS AND LIGHTLY RECOMPACT EACH LIFT;
AFTER BACKFILLING, WATER IN ROOT BALL TO
SETTLE THE SOIL.
5.PLANT TREES WITH ROOT FLARE ABOVE FINISHED
GRADE; DO NOT COVER TOP OF ROOT BALL WITH
SOIL.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
LS11
11
LANDSCAPE RESTORATION
DETAILS 1
2731-2801 MOUNTAIN VIEW AVE N
9CAR020600-LSDET.dwg
co
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202687-100000
12
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2
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2
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1
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4
3
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5
1
P
M
Pl
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:
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DEC 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
®
KEY PLAN
usanorth811.org
PRELIMINARY PLANT SCHEDULE
TRENCH RESTORATION IN SOFTSCAPE AREAS DETAIL
TRENCH RESTORATION NOTES:
1.FINISH GRADE OF TRENCH RESTORATION SHALL
BE FEATHERED TO MATCH SURROUNDING SOIL
LEVEL AND PROVIDE A SMOOTH, CONSISTENT
FINISH GRADE THAT PREVENTS PONDING.
2.TOPSOIL TYPE A SHALL BE USED IN ALL AREAS
REQUIRING FILL TO MEET SURROUNDING FINISH
GRADE.
TREE PROTECTION NOTES:
1.SIX FOOT HIGH HIGH-VISIBILITY FENCE SHALL BE
PLACED AT LIMITS OF CONSTRUCTION AND SHALL
EXTEND 5' IN BOTH DIRECTIONS BEYOND THE THE
DRIP LINE OF THE TREE TO BE SAVED. INSTALL
FENCE POSTS USING PIER BLOCKS ONLY. AVOID
DRIVING POSTS OR STAKES INTO MAJOR ROOTS.
2.TREATMENT OF ROOTS EXPOSED DURING
CONSTRUCTION; MAKE A CLEAN, STRAIGHT CUT
TO REMOVE DAMAGED PORTION OF ROOT. ALL
EXPOSED ROOTS SHALL BE TEMPORARILY
COVERED WITH DAMP BURLAP TO PREVENT
DRYING, AND COVERED WITH SOIL AS SOON AS
POSSIBLE.
3.WORK WITHIN PROTECTION FENCE SHALL BE
DONE MANUALLY. NO STOCKPILE OF MATERIALS,
VEHICULAR TRAFFIC, OR STORAGE OF
EQUIPMENT OR MACHINERY SHALL BE ALLOWED
WITHIN THE LIMITS OF THE FENCING.
4.PORTIONS OF TREE PROTECTION FENCING MAY
BE MOVED 1/3 INTO THE PRESCRIBED TREE
PROTECTION IF UNABLE TO PROTECT ENTIRE
DRIP LINE AREA. THIS IS ONLY PERMITTED FOR
PORTIONS OF THE PRESCRIBED TREE
PROTECTION AREA THAT ARE IN CONFLICT WITH
CONSTRUCTION ACTIVITIES BASED UPON
ENGINEER'S APPROVAL.
5. ALL TREES NOTED TO REMAIN WITHIN CLEARING
AND GRUBBING LIMITS, SHALL BE TAGGED FOR
APPROVAL BY ENGINEER, PRIOR TO START OF
CONSTRUCTION ACTIVITIES.
6.ALL TREES NOTED TO REMAIN WITHIN CLEARING
AND GRUBBING LIMITS, SHALL BE TAGGED FOR
APPROVAL BY ENGINEER, PRIOR TO START OF
CONSTRUCTION ACTIVITIES.
7.MAINTAIN FENCING IN PLACE UNTIL THE CITY
AUTHORIZES REMOVAL PR A FINAL APPROVAL IS
ISSUED.
8.SIGNS SHALL BE ATTACHED TO THE TREE
PROTECTION FENCING STATING THAT THE TREE
IS DESIGNATED FOR PROTECTION AND THE AREA
INSIDE OF THE FENCE IS NOT TO BE DISTURBED
UNLESS PRIOR APPROVAL HAS BEEN OBTAINED
FROM THE ENGINEER.
9.TREE PROTECTION FENCING SHALL NOT BE
CONSOLIDATED AROUND SIGNIFICANT
GROUPINGS OF EXISTING TREES TO REMAIN
WHERE POSSIBLE. TREE PROTECTION FENCING
MUST EXTEND 5' BEYOND DRIP LINE OF
OUTERMOST TREES IN GROUPING.
PROJECT NO.
LA
S
T
S
A
V
E
D
B
Y
:
FILE NAME:
LS12
12
LANDSCAPE RESTORATION
DETAILS 2
2731-2801 MOUNTAIN VIEW AVE N
9CAR020600-LSDET.dwg
co
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n
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202687-100000
12
/
2
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2
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2
4
1
:
4
3
:
5
2
P
M
Pl
o
t
D
a
t
e
:
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
ONE INCH
HORIZONTAL: NAD 1983/1991
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF RENTON PUBLIC WORKS DEPARTMENTKENNYDALE LAKELINE SEWER SYSTEM IMPROVEMENTAS NOTED DEC 2024
XXX
N/A
N/A
60% DESIGN SUBMITTAL
NOT FOR CONSTRUCTION
N/A
APPR
®
KEY PLAN
usanorth811.org
TREE PROTECTION DETAIL