HomeMy WebLinkAboutP_Civil Construction Plans_170621_v2MB
MB
S
S
~
LOT 5
5,731 SF
LOT 7
6,553 SF
LOT 6
5,718 SF LOT 3
6,168 SF
LOT 2
6,121 SF
LOT 4
6,245 SF
LOT 1
5,172 SF
TRACT A
7,277 SF
20+00 21+00 21+94
43443643
8
438438434
2+003+004+004+2451+0052+00102+00103+00104+00105+00N00°04'29"W200.08'S88°30'08"E 299.77'
159.00'
95.25'N00°04'29"W148.05'S88°34'52"E
18.01'
S88°34'52"E 256.49'N00°00'19"W200.75'111.54'16.01'123.44'N00°00'19"W50.70'N00°00'19"W50.02'N00°00'19"W50.02'N00°00'19"W50.02'N00°04'29"W49.19'N89°55'31"E 137.17'
S88°30'08"E 123.32'
N89°55'31"E 111.50'S88°30'08"E 123.38'C3C4C5N89°55'31"E 121.58'24.97'N00°04'29"W125.52'50.02'N00°04'29"W50.00'N00°04'29"W49.95'N00°04'29"W31.49'S88°30'08"E
117.91'C6C7C8N00°04'29"W59.44'C9C10C1120.00'C1C225.51'N00°04'29"W348.43'N00°04'29"W55.97'17.75'38.21'C12C13N00°04'29"W59.58'2.27'46.91'50.53'52.86'6.58'N00°04'29"W
1.28'
N00°04'29"W
1.55'
S00°04'29"E
1.83'
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
LENGTH
28.04'
49.07'
36.10'
18.81'
25.95'
20.17'
35.11'
18.68'
44.96'
4.75'
45.42'
44.38'
44.38'
RADIUS
40.00'
70.00'
50.00'
62.00'
62.00'
30.00'
80.00'
80.00'
98.50'
98.50'
90.00'
75.00'
75.00'
DELTA
40°09'52"
40°09'52"
41°21'43"
17°22'53"
23°58'49"
38°31'16"
25°08'39"
13°22'36"
26°09'11"
2°45'45"
28°54'57"
33°54'05"
33°54'05"BOUN SHORT PLATCOVERSHEET/OVERALL SITE PLAN
LUA16-000124, SHPL-A , U16-006297
CONSTRUCTION PLANS
BOUN SHORT PLATTED-39-2401Know what's below.
before you dig.Call
R
TRACT A 7,277 SF
(PUBLIC STORMWATER/PRIVATE ACCESS/OPEN SPACE)
SINGLE FAMILY LOTS 41,708 SF
ROW DEDICATION 8,692 SF
TOTAL 57,677 SF
NET BUILDABLE AREA:
57,677 - 7,277 -8,692 = 41,708 SF (0.957 AC)
LAND USE TABLE
SEE SHEET LS-1, LANDSCAPE AND TREE RETENTION PLAN,
PREPARED BY ERIC WILLIAMS, REGISTERED LANDSCAPE
ARCHITECT FOR TREE REMOVAL AND REPLACEMENT
DETAILS.
LANDSCAPING
SHEET C1 COVERSHEET/OVERALL SITE PLAN
SHEET C2 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
SHEET C3 TEMPORARY EROSION AND SEDIMENT
CONTROL NOTES & DETAILS
SHEET C4 GRADING/PAVING/STORMWATER PLAN/PROFILE
- CHELAN PLACE NE & ACCESS EASEMENT
SHEET C5 GRADING/PAVING/STORMWATER PLAN/PROFILE
- CHELAN AVE NE
SHEET C6 GRADING/PAVING/STORMWATER NOTES/DETAILS
& TYPICAL ROAD SECTIONS
SHEET C7 STORMWATER DETENTION/WQ VAULT P&P
SHEET C8 STORMWATER NOTES & DETAILS
SHEET C9 GRADING/PAVING/ ROAD NOTES & DETAILS
SHEET C10 GRADING/PAVING/ ROAD NOTES & DETAILS
SHEET C11 WATER PLAN & PROFILE
SHEET C12 WATER NOTES AND DETAILS
SHEET C13 SEWER PLAN & PROFILE
SHEET C14 SEWER NOTES AND DETAILS
SHEET IL1-IL2 ILLUMINATION PLANS
SHEET LS-1 LANDSCAPE AND TREE RETENTION PLAN
SHEETS SX VAULT STRUCTURAL PLANS (FUTURE SUBMITTAL)
SHEET INDEX
THE BOUN SHORT PLAT, FILE NO. LUA16-000124, AS
DEPICTED IN EXHIBIT 2, IS APPROVED AND IS SUBJECT TO
THE FOLLOWING CONDITIONS:
1.THE WIDTH OF LOT 7 SHALL BE INCREASED TO COMPLY
WITH THE MINIMUM 50-FOT LOT WIDTH REQUIREMENT
OF THE R-8 ZONE.
2.A DEMOLITION PERMIT SHALL BE OBTAINED FOR THE
REMOVAL OF THE DETACHED ACCESSORY STRUCTURE,
AND ALL REQUIRED INSPECTIONS SHALL BE
COMPLETED PRIOR TO THE RECORDING OF THE SHORT
PLAT.
3.A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED AT
THE TIME OF UTILITY CONSTRUCTION PERMIT REVIEW.
THE DETAILED LANDSCAPE PLAN SHALL INCLUDE AN
8-FOOT WIDE LANDSCAPING STRIP BETWEEN THE CURB
AND SIDEWALK ALONG THE FULL LENGTH OF THE
CHELAN AVENUE NE AND DUVALL AVENUE NE
FRONTAGES OR A MODIFICATION REQUEST TO REDUCE
THE LANDSCAPE STRIP SHALL BE SUBMITTED AND
APPROVED IN ACCORDANCE WITH RMC 4-9-2550D AT
THE TIME OF UTILITY CONSTRUCTION PERMIT REVIEW.
4.A FINAL TREE RETENTION PLAN SHALL BE SUBMITTED
AT TIME OF UTILITY CONSTRUCTION PERMIT REVIEW.
THE FINAL TREE RETENTION PLAN SHALL INCLUDE
MINIMUM 2-INCH CALIPER REPLACEMENT TREES WITHIN
THE ONSITE 10-FOOT LANDSCAPE STRIP. THE FINAL
TREE RETENTION PLAN SHALL BE SUBMITTED TO THE
CURRENT PLANNING PROJECT MANAGER FOR REVIEW
AND APPROVAL.
5.A MODIFICATION REQUEST SHALL BE SUBMITTED AND
APPROVED FOR THE PROPOSED WAIVER OF FRONTAGE
IMPROVEMENTS ALONG THE 18-FOOT WIDE PANHANDLE
NORTH OF THE PROJECT SITE. THE MODIFICATION
REQUEST SHALL BE SUBMITTED AT THE TIME OF
UTILITY CONSTRUCTION PERMIT REVIEW.
6.ACCESS FOR LOTS 1-7 SHALL BE PROVIDED VIA THE
ALLEY (CHELAN PLACE NE). THE FRONT FACADE OF THE
HOUSES TO BE CONSTRUCTED ON LOTS 1-4 SHALL
FACE DUVALL AVENUE NE AND THE FRONT FACADE OF
THE HOUSES TO BE CONSTRUCTED ON LOTS 5-7 SHALL
FACE CHELAN AVENUE NE. A NOTE TO THIS EFFECT
SHALL BE RECORDED ON THE FACE OF THE SHORT PLAT
MAP.
7.THE WIDTH OF THE ALLEY SHALL BE REVISED TO
COMPLY WITH THE CITY'S ADOPTED STREET
STANDARDS. PER RMC 4-6-060, A RESIDENTIAL ALLEY
HAS RIGHT-OF-WAY WIDTH OF 16' AND A PAVEMENT
WIDTH OF 12'.
CONDITIONS
LEGAL DESCRIPTION
SURVEY DATUM
PARCEL NUMBER:102305-9139
SITE ADDRESS:1024 DUVALL AVE NE
RENTON, WA 98059
SITE AREA:(ACCESSORS)57,499 SF (1.32 ACRES)
(SURVEYED)57,677 SF (1.32 ACRES)
ZONING:R-8, (RESIDENTIAL 8)
SETBACKS:
FRONT:15'
GARAGE:20'
REAR:20'
INTERIOR:5'
MAX IMPERVIOUS:65%
BUILDING COVERAGE:50%
LAND USE:
PRIVATE ACCESS TRACT/
PUBLIC DRAINAGE EASEMENT 7,277 SF
ROW DEDICATION 8,692 SF
REMAINING LOT AREA 41,708 SF (NET AREA)
TOTAL (OWNERSHIP AREA)57,677 SF (1.32 AC)
PROPOSED DENSITY:5.3 DU/ACRE
SITE DATA
NEW ASPHALT
PAVEMENT
NEW CONCRETE
PROPERTY BOUNDARY
RIGHT OF WAY
CENTER LINE
EXISTING EASEMENT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING CHAINLINK FENCE
EXISTING WOOD FENCE
EXISTING WATER MAIN
EXISTING SEWER MAIN
EXISTING STORM MAIN
EXISTING GAS MAIN
EXISTING SANITARY SEWER MANHOLE
EXISTING STORM CATCH BASIN
EXISTING FIRE HYDRANT
EXISTING TREE TO BE REMOVED
(SEE SHEET TR1 FOR DETAILS)
FOUND MONUMENT, AS NOTED
EXISTING PROPERTY CORNER
PROPOSED PROPERTY CORNER
PROPOSED MONUMENT IN CASE
200
202
LEGEND
200
202
CONTACT
phone: 253-301-4157
fax: 253-336-3950
beylerconsulting.com
BEYLER
CONSULTING
OFFICE
7602 Bridgeport Way W
Lakewood, WA 98499
WEST BASIN (TDA #1)
OFFSITE IMPROVEMENTS (CHELAN AVE NE)
IMPERVIOUS (SIDEWALK/ASPHALT)2,050 SF
PERVIOUS (PLANTER STRIP/LAWN)478 SF
TOTAL 2,528 SF (0.06 AC)
ONSITE IMPROVEMENTS
DRIVEWAYS (500 SF/LOT)3,500 SF (PGIS)
ASPHALT ACCESS ROADS/ALLEYS 6,924 SF (PGIS)
ROOFTOPS 19,113 SF
PERVIOUS (LAWN/LANDSCAPE)22,459 SF
TOTAL 51,996 SF (1.19 AC)
TOTAL PROJECT AREA 54,524 SF (1.25 AC)
TOTAL PROJECT PGIS 11,474 SF
TOTAL PROJECT NPGIS 19,113 SF
TOTAL PROJECT PERVIOUS 22,937 SF
EAST BASIN (TDA #2)
ONSITE IMPROVEMENTS
PERVIOUS 3,011 SF
SURFACE AREA CALCULATIONS
EXISTING ASPHALTDUVALL AVE NEVICINITY MAP
N.T.S
SITE
900
HONEY DEW
ATHLETIC
FIELDS
OLIVER M.
HAZEN HIGH
SCHOOL
NE 10TH STUNION AVE NECHELAN AVE NENE 10TH PL
NE 11TH ST
NE 12TH ST
NE 9TH ST HOQUIAM AVE NEJERICHO PL NENE 8TH ST
NE 9TH PL
FIELD AVE NEDUVALL PL NEVERTICAL DATUM:
NAVD88
BENCHMARK:
CITY OF RENTON BENCHMARK #RENT159
BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOP
OF MONUMENT CASE AND COVER IN THE CENTER OF THE
INTERSECTION AT NE 12TH ST AND UNION AVE NE
ELEVATION=415.961
HORIZONTAL BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF NE 10TH STREET
BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER
CITY OF RENTON SHORT PLAT RECORDED UNDER
RECORDING NUMBER 20120110900001
N 88°30'08" W
EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD FIELD
TRAVERSE METHODS FOR CONTROL AND STAKING.
EXISTING
CONCRETE
THE EAST HALF OF THE SOUTHWEST QUARTER OF THE
NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23
NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING
COUNTY, WASHINGTON;
EXCEPT THE SOUTH 200 FEET; AND
EXCEPT THE WEST 12 FEET; AND
EXCEPT THE NORTH 110.04 FEET; AND
EXCEPT THE SOUTH 148 FEET OF THE NORTH 258.04 FEET
LYING EAST OF THE WEST 30 FEET OF SAID SUBDIVISION;
AND
EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY
DEED RECORDED UNDER RECORDING NUMBER 6380985.
(LEGAL DESCRIPTION IS PER TITLE REPORT BY FIDELITY
NATIONAL TITLE #611100624 DATED APRIL 1, 2015.)
CITY OF RENTON
MONUMENT #806
BOUN SHORT PLAT
CONSTRUCTION PLANS
PARCEL NO. 102305-9139
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.UNION AVE NEDUVALL PL NEDUVALL AVE NELONG, GARY A. & DENISE Y.
1058 CHELAN AVE NE
#1023059332
THAMI, ABDERRAHMANE &
MAURA E.
1051 CHELAN AVE NE
#1023059133
AMIRA, JEFF & FLORESCA
1018 CHELAN AVE NE
#1023059487
KOLBY, SCOTT A. EMILY B.
1017 CHELAN PL NE
#1023059483
FISHER, SHERRIE M.
1045 CHELAN AVE NE
#1023059473
SDC HOMES LLC
1039 CHELAN AVE NE
#1023059472
N88°30'08"W
1,626.67'N88°30'08"W 341.54'
(BASIS OF BEARING)N88°30'08"W 185.02'
5.50'
N00°04'29"W
4.88'
PROPOSED 6" STORM LATERAL
(SEE SHEET C4 FOR DETAILS)
SDCO (TYP)
CB#1
CB#2
CB#3
CB#5
CB#6
CB#9
CB#10
EX. SSMH
#5552
18'
PROPOSED 18'
RIGHT OF WAY
DEDICATION
23.5'
PROPOSED 23.5'
RIGHT OF WAY
DEDICATION
PROPOSED 16'
RIGHT OF WAY
DEDICATION
12'
SSMH#1
SSMH#2
EX. BLDG
16'PROPOSED 16' PRIVATE
ACCESS & UTILITIES
EASEMENT ON LOT 7
(PRIVATE RECREATION TRACT W/ PUBLIC STORMWATER
DRAINAGE, ACCESS, & UTILITY EASEMENTS)
PROPOSED
RETAINING WALL
(TYP)
PROPOSED
DETENTION/WQ
VAULT
PROPOSED 12'
ALLEY ROADWAY
16'
PROPOSED 10'
JOINT PUBLIC AND
PRIVATE EASEMENT5'15'5'20'10'PROPOSED BUILDING
SETBACK LINE
(TYP)EX. BLDG10'
PROPOSED 10'
LANDSCAPE
BUFFERPROPOSED 10'
LANDSCAPE BUFFER
10'
PROPOSED 20' LIMITED
ACCESS RESIDENTIAL
ROADWAY
CHELAN AVE NE15'
5'5'20'CHELAN PL NEPROPOSED 8'
PLANTER STRIP
PROPOSED 5'
SIDEWALK
PROJECT INFO
OWNER/CLIENT:
KENT KHNOR
845 106TH AVE, SUITE 200
BELLEVUE, WA 98004
TEL: 206-715-9826
ENGINEER:
BEYLER CONSULTING
7602 BRIDGEPORT WAY W
LAKEWOOD, WA 98499
TEL: 253-301-4157
PROPOSED FIRE
HYDRANT (TYP)
EXISTING
HYDRANT
(TYP)
APPROX. LOCATION OF
EX. 4" WATER MAIN
(WD 90) (TYP)
30 15 0 30 60
SCALE: 1" = 30'
10'
CITY OF RENTON
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
TANJIAQUIO, ROLANDO &
CANUBAS
1014 CHELAN PL NE
#1023059482
CB#4
CITY OF RENTON
MONUMENT #1844
PROPOSED 10'
JOINT PUBLIC AND
PRIVATE EASEMENT
10'
PROPOSED CONNECTION TO
EXISTING 16" WATER MAIN
(W-2950)
(SEE SHEET C11 FOR DETAILS)
EX 16" WATER MAIN.
LOCATION NOT SURVEYED AND
IS SHOWN, AS APPROXIMATE,
CONTRACTOR TO LOCATE
CITY OF RENTON
MONUMENT #159
NE 10TH ST
10'
8'
PROPOSED 10'
PRIVATE DRAINAGE
EASEMENT
PROPOSED 8" WATER MAIN
EXTENSION
(SEE SHEET C11 FOR DETAILS)
CB#8
CB#7
PROPOSED USPS
NEIGHBORHOOD DELIVERY
AND COLLECTION BOX UNIT
(TYP)ted-40-3924Markup Legend
RED Required Revisions
BLUE Recommended Revisions
PURPLE Advisory Only
GREEN Items to be Deleted
please renumber
these as redlined. i
mistakenly
misnumbered them on
the last review. (typ)
the city has updated the title block with electronic plan review. please use
current city of renton title block found here:
ftp://ftp.rentonwa.gov/ced/City%20of%20Renton%20Title%20Block.
this number is moved to
where a-nnnnnnn is located
in the title block. (typ)boun short platu16-006297lua16-000124pr16-000243fill in these numbers in
the respective places in
the title block (typ)
17 total including
landscaping and
lighting. (typ). more
sheets may be added
adjust as necessary.
S
S
~
LOT 5
5,731 SF
LOT 7
6,553 SF
LOT 6
5,718 SF LOT 3
6,168 SF
LOT 2
6,121 SF
LOT 4
6,245 SF
LOT 1
5,172 SF
TRACT A
7,277 SF
20+00 21+00 21+94
43443643
8
438438434
2+003+004+0051+0052+00102+00103+00104+00MB
MB
BOUN SHORT PLATTEMPORARY EROSION AND SEDIMENT CONTROL PLAN (TESC)LUA16-000124, SHPL-A, U16-006297
CONSTRUCTION PLANS
BOUN SHORT PLATTED-39-2402DUVALL AVE NELONG, GARY A. & DENISE Y.
1058 CHELAN AVE NE
#1023059332
AMIRA, JEFF & FLORESCA
1018 CHELAN AVE NE
#1023059487
KOLBY, SCOTT A. EMILY B.
1017 CHELAN PL NE
#1023059483
TANJIAQUIO, ROLANDO &
CANUBAS
1014 CHELAN PL NE
#1023059482CHELAN AVE NECHELAN PL NEAPPROX. LOCATION OF
EX. 4" WATER MAIN
(WD 90) (TYP)
20 10 0 20 40
SCALE: 1" = 20'
CITY OF RENTON
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
CONTACT
phone: 253-301-4157
fax: 253-336-3950
beylerconsulting.com
BEYLER
CONSULTING
OFFICE
7602 Bridgeport Way W
Lakewood, WA 98499
Know what's below.
before you dig.Call
R
THAMI, ABDERRAHMANE &
MAURA E.
1051 CHELAN AVE NE
#1023059133
SDC HOMES LLC
1039 CHELAN AVE NE
#1023059472
FISHER, SHERRIE M.
1045 CHELAN AVE NE
#1023059473
APPROX. LOCATION OF
EX. 8" WATER MAIN
(WD 90) (TYP)
INSTALL CONSTUCTION
ENTRANCE PER CITY OF RENTON
STANDARD DETAIL 215.10
(SEE SHEET C3)
INSTALL CATCH BASIN FILTER
AFTER INSTALLATION OF ON-SITE
STORMWATER SYSTEM IS
INSTALLED PER CITY OF RENTON
STANDARD DETAIL 216.30 (TYP)
(SEE SHEET C3)
INSTALL CATCH BASIN FILTER
WITHIN EXISTING CATCH BASINS
WITHIN CHELAN AVE NE PER CITY
OF RENTON STANDARD DETAIL
216.30 (TYP)
(SEE SHEET C3)
EXISTING TREE TO BE REMOVED
(SEE TREE INVENTORY TABLE
THIS SHEET FOR DETAILS/SEE
SHEET TR1 FOR TREE
REPLACEMENT DETAILS)(TYP)
1
2
3
4
5
6
7
PROPOSED SAWCUT TO INSTALL
NECESSARY OFFSITE ROAD
IMPROVEMENTS. SEE
SAWCUTTING/CONCRETE
HANDLING NOTE SHEET C3.
(403 SF OF ASPHALT TO BE
REMOVED)
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B
1.PRE-CONSTRUCTION MEETING.
2.POST SIGN WITH NAME AND PHONE NUMBER OF ESC
SUPERVISOR (MAY BE CONSOLIDATED WITH THE
REQUIRED NOTICE OF CONSTRUCTION SIGN).
3.FLAG OR FENCE CLEARING LIMITS.
4.INSTALL CATCH BASIN PROTECTION AS SHOWN ON
PLAN.
5.GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6.INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH
BARRIER, ETC.).
7.CONSTRUCT SEDIMENT TRAPS AS SHOWN ON PLANS.
8.GRADE AND STABILIZE CONSTRUCTION ROADS.
9.CONSTRUCT SURFACE WATER CONTROLS
(INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.)
SIMULTANEOUSLY WITH CLEARING AND GRADING FOR
PROJECT DEVELOPMENT AS SHOWN ON PLANS.
10.MAINTAIN EROSION CONTROL MEASURES IN
ACCORDANCE WITH APPENDIX D OF THE 2009 KING
COUNTY SURFACE WATER DESIGN MANUAL AND
MANUFACTURER'S RECOMMENDATIONS.
11.RELOCATE EROSION CONTROL MEASURES OR INSTALL
NEW MEASURES SO THAT AS SITE CONDITIONS
CHANGE THE EROSION AND SEDIMENT CONTROL IS
ALWAYS IN ACCORDANCE WITH THE CITY’S EROSION
AND SEDIMENT CONTROL STANDARDS.
12.COVER ALL AREAS THAT WILL BE UNWORKED FOR
MORE THAN SEVEN DAYS DURING THE DRY SEASON
OR TWO DAYS DURING THE WET SEASON WITH
STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC
SHEETING OR EQUIVALENT.
13.STABILIZE ALL AREAS THAT REACH FINAL GRADE
WITHIN SEVEN DAYS.
14.SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR
MORE THAN 30 DAYS.
15.UPON COMPLETION OF THE PROJECT, ALL DISTURBED
AREAS MUST BE STABILIZED AND BMPS REMOVED.
CONSTRUCTION SEQUENCE
1.PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS
OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE
STATE STANDARD SPECIFICATION SECTION 9-14.5.
2.COVERING SHALL BE INSTALLED AND MAINTAINED
TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON
ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN
ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR
WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE
AT LEAST A 12-INCH OVERLAP OF ALL SEAMS.
3.CLEAR PLASTIC COVERING SHALL BE INSTALLED
IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1
AND MARCH 31 AND REMAIN UNTIL VEGETATION IS
FIRMLY ESTABLISHED.
4.WHEN THE COVERING IS USED ON UN-SEEDED SLOPES,
IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING
PERIOD.
5.PLASTIC COVERING SHEETS SHALL BE BURIED TWO
FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT
SURFACE WATER FLOW BENEATH SHEETS.
6.PROPER MAINTENANCE INCLUDES REGULAR CHECKS
FOR RIPS AND DISLODGED ENDS.
PLASTIC COVERING NOTES
1.MULCH MATERIALS USED SHALL BE HAY OR STRAW,
AND SHALL BE APPLIED AT THE RATE OF 75 TO 100
POUNDS PER 1000 SQUARE FEET, OR 90 TO 120 BALES
(1.5 TO 2.5 TONS) PER ACRE.
2.MULCHES SHALL BE APPLIED IN ALL AREAS WITH
EXPOSED SLOPES GREATER THAN 2:1.
3.MULCHING SHALL BE USED IMMEDIATELY AFTER
SEEDING OR IN AREAS WHICH CANNOT BE SEEDED
BECAUSE OF THE SEASON.
4.ALL AREAS NEEDING MULCHING SHALL BE COVERED BY
NOVEMBER 1.
MULCHING NOTES
RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND
NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE.
IN ANY AREAS REQUIRING GRADING REMOVE AND
STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A
DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO
PUBLIC RESOURCES AND CRITICAL AREAS, TO BE
REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE
FEASIBLE.
ALL AREAS SUBJECT TO CLEARING AND GRADING THAT
HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE SHALL
DEMONSTRATE THE FOLLOWING:
1)A TOPSOIL LAYER WITH A MINIMUM ORGANIC
MATTER CONTENT OF 5% ORGANIC MATTER AND A
PH FROM 6.0 TO 8.0 OR MATCHING PH OF THE
UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL
HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT
WHERE TREE ROOTS LIMIT THE DEPTH OF
INCORPORATION OF AMENDMENTS NEEDED TO MEET
THE CRITERIA.
2)USE COMPOST AND OTHER MATERIALS SHALL MEET
WAC 173-350-100
SOIL QUALITY DESIGN CAN BE MET BY USING ONE OF THE
METHODS LISTED BELOW.
OPTION 1: LEAVE UNDISTURBED NATIVE VEGETATION AND
SOIL, AND PROTECT FORM COMPACTION DURING
CONSTRUCTION
OPTION 2: AMEND EXISTING SITE TOPSOIL OR SUBSOIL
EITHER AT DEFAULT “PRE-APPROVED” RATES, OR AT
CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL
AND AMENDED.
OPTION 3: STOCKPILE EXISTING TOP DURING
GRADING, AND REPLACE IT PRIOR TO
PLANTING. STOCKPILED TOPSOIL MUST ALSO BE AMENDED
IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH
REQUIREMENTS, EITHER AT A
DEFAULT “PRE-APPROVED” RATE OR AT A CUSTOM
CALCULATED RATE.
OPTION 4: IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC
CONTENT AND DEPTH TO MEET REQUIREMENTS.
SEE SOIL AMENDMENT QUALITY NOTE ON THIS SHEET FOR
AMENDED GUIDELINES. REFER TO BMP T5.13 IN THE
WESTERN WASHINGTON STORMWATER MANUAL FOR
FURTHER DIRECTION.
SOIL MANAGEMENT PLAN
COMPACTED SUBSOILS MUST BE SCARIFIED AT LEAST 4
INCHES BELOW THE 8 INCH DEEP AMENDED LAYER (FOR A
FINISHED UNCOMPACTED DEPTH OF 12 INCHES.
THE ORGANIC CONTENT FOR “PRE-APPROVED” AMENDMENT
RATES SHALL BE MET USING COMPOST THAT MEETS THE
DEFINITION FOR “COMPOSTED MATERIALS” IN
WAC 173-350, SECTION 220. THE COMPOST MUST ALSO
HAVE AN ORGANIC MATTER CONTENT OF 35% TO 65%, AND
A CARBON TO NITROGEN RATIO BELOW 25:1
SOIL AMENDMENT QUALITY
PREVENTATIVE MEASURES TO MINIMIZE WIND TRANSPORT
OF SOIL SHALL BE IMPLEMENTED WHEN A TRAFFIC HAZARD
MAY BE CREATED OR WHEN THERE IS THE POTENTIAL FOR
SEDIMENT TO BE TRANSPORTED BY WIND. WATER IS THE
MOST COMMON DUST CONTROL USED IN THE AREA. WHEN
USING WATER FOR DUST CONTROL, THE EXPOSED SOILS
SHALL BE SPRAYED UNTIL WET, BUT RUNOFF SHALL NOT BE
GENERATED BY SPRAYING. EXPOSED AREAS SHALL BE
RE-SPRAYED AS NEEDED. OIL SHALL NOT BE USED FOR
DUST CONTROL.
DUST CONTROL LIMIT HAUL HOURS BETWEEN 8:30 AM TO 3:30 PM, MONDAY
THROUGH FRIDAY UNLESS OTHERWISE APPROVED BY THE
DEVELOPMENT SERVICES DIVISION PER RMC SECTION
4-4-030.C.2.
CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED TO THE
HOURS BETWEEN 7 AM AND 8 PM, MONDAY THROUGH
FRIDAY. WORK ON SATURDAYS SHALL BE RESTRICTED TO
THE HOURS BETWEEN 9 AM AND 8 PM. NO WORK SHALL BE
PERMITTED ON SUNDAYS.
SATURDAY HAULING AND WORK IS BY PERMISSION ONLY.
WORKING HOURS
WITHIN 30 DAYS OF COMPLETION OF GRADING WORK,
THE APPLICANT SHALL HYDROSEED OR PLANT AN
APPROPRIATE GROUND COVER OVER ANY PORTION OF THE
SITE THAT IS GRADED OR CLEARED OF VEGETATION AND
WHERE NO FURTHER CONSTRUCTION WILL OCCUR WITHIN
90 DAYS. ALTERNATIVE MEASURES SUCH AS MULCH,
SODDING, OR PLASTIC COVERING AS SPECIFIED IN THE
CURRENT KING COUNTY SURFACE WATER MANAGEMENT
DESIGN MANUAL AS ADOPTED BY THE CITY OF RENTON
MAY BE PROPOSED BETWEEN THE DATES OF NOVEMBER
1ST AND MARCH 31ST OF EACH YEAR. THE DEVELOPMENT
SERVICES DIVISION'S APPROVAL THIS WORK IS
REQUIRED PRIOR TO FINAL INSPECTION AND APPROVAL
OF THE PERMIT.
MISC. NOTES
TREE LEGEND
No.SIZE TYPE COMMENT
1 9"ALDERWOOD TO BE REMOVED
2 16"FIR TO BE REMOVED
3 12"FIR TO BE REMOVED
4 20"FIR TO BE REMOVED
5 12"FIR TO BE REMOVED
6 28"FIR TO BE REMOVED
(FUTURE)
7 30"FIR TO BE REMOVED
(FUTURE)
PLEASE SEE SHEET TR1, TREE RETENTION PLAN PREPARED
BY ERIC WILLIAMS, REGISTERED LANDSCAPE ARCHITECT
FOR TREE REMOVAL AND REPLACEMENT DETAILS.
LANDSCAPING
PROPOSED
CONTOUR
(TYP)
EXISTING
CONTOUR
(TYP)
CONSTRUCTION
CLEARING
LIMITS (TYP)
EXISTING BUILDING
TO BE DEMOLISHED
CUT VOLUME:327 CY
FILL VOLUME:1,678 CY
APPROX. VAULT EXCAVATION: 2,650 CY (CUT)
NET VOLUME: 1,299 CY (CUT)*
*SHRINK/SWELL FACTORS HAVE NOT BEEN APPLIED
NOTE: THE GRADING QUANTITIES SHOWN REPRESENT ROAD
GRADING AND ROUGH LOT GRADING. ADDITIONAL FINE LOT
GRADING MAY BE NECESSARY AT TIME OF BUILDING
CONSTRUCTION. GRADING QUANTITIES SHOWN ARE
APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT
QUANTITIES PRIOR TO CONSTRUCTION.
EARTHWORK CALCULATIONS
REMOVAL OF EXISTING STRUCTURES WILL REQUIRE A
SEPARATE BUILDING PERMIT THROUGH THE CITY OF RENTON
BUILDING DEPARTMENT. ALL INSPECTIONS SHALL BE
COMPLETED PRIOR TO THE RECORDING OF THE SHORT PLAT.
DEMOLITION PERMIT RQMT
NO CONSTRUCTION OR SITE DISTURBANCE FOR THIS
PROJECT MAY BEGIN BEFORE THE APPLICANT FIRST OBTAINS
A GENERAL PERMIT TO DISCHARGE STORMWATER
ASSOCIATED WITH CONSTRUCTION ACTIVITY PERMIT FROM
THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (DOE).
FOR MORE INFORMATION OR APPLICATION FORM, PLEASE
VISIT DOE'S WEB SITE AT
HTTP://WWW.ECY.WA.GOV/PUBS/9937.PDF.
NPDES REQUIREMENT NOTE
EXISTING BUILDING ENCROACHMENT.
OWNER TO COORDINATE BUILDING
RELOCATION/REMOVAL WITH LONG
PARCEL (#1023059332)
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR
ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING
ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
INSTALL SILT FENCE ALONG
DOWNHILL PORTION OF SITE,
AS NECESSARY PER CITY OF
RENTON STANDARD DETAIL
214.00 TO PROTECT ADJACENT
PROPERTIES FROM SILT LADEN
STORMWATER RUNOFF (TYP)
(SEE SHEET C3)
INSTALL INTERCEPTOR SWALE (AS
NECESSARY) TO DIRECT CONSTRUCTION
STORMWATER RUNOFF TO TEMPORARY
SEDIMENT POND PER CITY OF RENTON
STD. PLAN 217.10 (TYP)
27'24'INSTALL SEDIMENT TRAP
27'Lx24'Wx3.5'
(SURFACE AREA = 364 SF (MIN.)
TOP ELEV= 436.0 ±
OVERFLOW= 435.0 ±
OUTLET ELEV= 434.0 ±
BOTTOM=432.5 ±
(SEE C.O.R. STD. DETAIL 211.00
ON SHEET C3)
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
NPDES (WAR) PERMIT NUMBER ___________________
STATE CERTIFIED CONSTRUCTION EROSION AND SEDIMENT
CONTROL LEAD (CESCL)
___________________________________________
NAME PHONE
NPDES PERMIT INFORMATION
CONTRACTOR NOTE:
CONTRACTOR MAY AMEND THIS PLAN TO ADDRESS CONSTRUCTION
SEQUENCE AS APPROVED BY THE CITY OF RENTON INSPECTOR.
SPILL CONTROL PLANS SHALL BE SUBMITTED BY THE CONTRACTOR
PRIOR TO PRE-CONSTRUCTION MEETING
23 LF ± - TEMPORARY 12"
CULVERT @ 0.5% (MIN.)ted-40-3924boun short platu16-006297lua16-000124pr16-000243npdes permit shall be issued by
department of ecology prior to
construction permit issuance
BOUN SHORT PLATTESC NOTES & DETAILS
LUA16-000124, SHPL-A, U16-006297
CONSTRUCTION PLANS
BOUN SHORT PLATTED-39-2403CITY OF RENTON
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
CONTACT
phone: 253-301-4157
fax: 253-336-3950
beylerconsulting.com
BEYLER
CONSULTING
OFFICE
7602 Bridgeport Way W
Lakewood, WA 98499
Know what's below.
before you dig.Call
R
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B
1.THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE
IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER
UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS:
2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY
OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH
THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
3.THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF
VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S)
SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN
THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH
APPENDIX D OF THE 2009 KING COUNTY SURFACE WATER DESIGN
MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE
CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS
SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR
THE DURATION OF CONSTRUCTION.
4.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED
AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR
THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH
AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY
BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT
CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT
OCCUR FOR THE DURATION OF THE PROJECT.
5.ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES
MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND
CLEARING AND/OR CONSTRUCTION TO PREVENT
TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE
SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND
SEDIMENT FACILITIES SHALL BE MAINTAINED IN A
SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING
AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR
ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION,
MAINTENANCE, REPLACEMENT AND ADDITIONS TO
EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE
RESPONSIBILITY OF THE PERMITEE.
6.THE EROSION AND SEDIMENTATION CONTROL SYSTEMS
DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM
REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS
CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL
CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT
MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL
BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON
THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION,
IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE
PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE
CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL
FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY
BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER
QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
7.APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION
CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF
STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES,
RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
8.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY
EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS
DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH
30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST
TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED
WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING,
MULCHING, PLASTIC COVERING, ETC.).
9.WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL
REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING
BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS
OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT
PROCESS.
10.COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH
APPENDIX D OF THE 2009 KING COUNTY SURFACE WATER DESIGN
MANUAL.
11.ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE
ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
12.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED
AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24
HOURS FOLLOWING A STORM EVENT.
13.AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE
ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH
BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO
PAVING. THE CLEANING OPERATION SHALL NOT FLUSH
SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.
14.DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH
30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT
ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL
BE COVERED BY MULCH, SODDING OR PLASTIC COVERING.
15.ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A
TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE
NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE
ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS
TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE
TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE
BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL
GRADE OF THE PERMANENT FACILITY.
16.PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL
DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH
ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS.
DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE
BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE
AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED
SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW.
17.ALL ESC MEASURES MUST BE REMOVED AFTER CONSTRUCTION
ACTIVITY IS COMPLETE.
EROSION CONTROL NOTES
BMP: CONCRETE HANDLING
(REFERENCE 2005 WASHINGTON STATE DOE STORMWATER MANUAL)
PURPOSE: CONCRETE WORK CAN GENERATE PROCESS WATER AND SLURRY
THAT CONTAIN FINE PARTICLES AND HIGH pH, BOTH OF WHICH
CAN VIOLATE WATER QUALITY STANDARDS IN THE RECEIVING
WATER. THIS BMP IS INTENDED TO MINIMIZE AND ELIMINATE
CONCRETE PROCESS WATER AND SLURRY FROM ENTERING WATERS
OF THE STATE.
DESIGN:CONCRETE TRUCK CHUTES, PUMPS AND INTERNALS SHALL BE
WASHED OUT ONLY INTO FORMED AREAS AWAITING INSTALLATION
OF CONCRETE OR ASPHALT. (CONCRETE TRUCK CHUTES, PUMPS,
ETC. SHALL NOT BE WASHED IN SUBGRADE AREAS OF PROPOSED
POROUS ASPHALT/INFILTRATION)
WHEN NO FORMED AREAS ARE AVAILABLE, CONTAIN WASHWATER
AND LEFTOVER PRODUCT IN A LINED CONTAINER. DISPOSE OF
WASHWATER IN A MANNER THAT DOES NOT VIOLATE
GROUNDWATER OR SURFACE WATER QUALITY STANDARDS.
UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE
RETURNED TO THE ORIGINATING BATCH PLANT FOR RECYCLING.
HAND TOOLS SHALL BE WASHED OFF ONLY INTO FORMED AREAS
AWAITING INSTALLATION OF CONCRETE OR ASPHALT.
EQUIPMENT THAT CANNOT BE EASILY MOVED, SUCH AS CONCRETE
PAVERS, SHALL BE WASHED IN AREAS THAT DO NOT DIRECTLY
DRAIN TO A NATURAL OR CONSTRUCTED STORMWATER
CONVEYANCES.
WASHDOWN FROM AREAS SUCH AS CONCRETE AGGREGATE
DRIVEWAYS SHALL NOT DRAIN DIRECTLY TO NATURAL OR
CONSTRUCTED STORMWATER CONVEYANCES.
(REFERENCE 2005 WASHINGTON STATE DOE STORMWATER MANUAL)
PURPOSE: SAWCUTTING AND SURFACING OPERATIONS GENERATE SLURRY AND
PROCESS WATER THAT CONTAINS FINE PARTICLES AND HIGH pH
(CONCRETE CUTTING), BOTH OF WHICH CAN VIOLATE WATER QUALITY
STANDARDS IN THE RECEIVING WATER. THIS BMP IS INTENDED TO
MINIMIZE AND ELIMINATE CONCRETE PROCESS WATER AND SLURRY
FROM ENTERING WATERS OF THE STATE.
DESIGN:VACUUM SLURRY AND CUTTINGS DURING CUTTING AND SURFACING
OPERATIONS.
DO NOT LEAVE SLURRY AND CUTTINGS ON PERMANENT CONCRETE OR
ASPHALT PAVEMENT OVERNIGHT.
DO NOT DRAIN SLURRY AND CUTTINGS TO ANY NATURAL OR
CONSTRUCTED DRAINAGE CONVEYANCES.
DISPOSE OF COLLECTED SLURRY AND CUTTINGS IN A MANNER THAT
DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY
STANDARDS.
DO NOT DRAIN PROCESS WATER THAT IS GENERATED DURING
HYDRO-DEMOLITION, SURFACE ROUGHENING, OR SIMILAR OPERATIONS
TO ANY NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE. DISPOSE
OF PROCESS WATER IN A MANNER THAT DOES NOT VIOLATE
GROUNDWATER OR SURFACE WATER QUALITY STANDARDS.
HANDLE AND DISPOSE OF CLEANING WASTE MATERIAL AND
DEMOLITION DEBRIS IN A MANNER THAT DOES NOT CAUSE
CONTAMINATION OF WATER. IF THE AREA IS SWEPT WITH A PICK-UP
SWEEPER, HAUL THE MATERIAL OUT OF THE AREA TO AN APPROPRIATE
DISPOSAL SITE.
BMP: SAWCUTTING AND SURFACING
POLLUTION PREVENTION
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.ted-40-3924boun short platu16-006297lua16-000124pr16-000243
S50+00
51+00
52+0021+0021+94438
439
CB# 4
9 LF - 12" CPE-SW
@ S=2.13%
68 LF - 12" CPE-SW
@ S=0.94%
CB# 6
24 LF - 6" PVC SDR-35
@ S=12.85%
38 LF - 6" PVC SDR-35
@ S=2.13%
22 LF - 6" PVC SDR-35
@ S=2.23%
35 LF - 6" PVC SDR-35
@ S=2.26%
19 LF - 6" PVC SDR-35
@ S=2.13%
22 LF - 6" PVC SDR-35
@ S=2.13%
26 LF - 6" PVC SDR-35
@ S=7.77%
39 LF - 6" PVC SDR-35
@ S=5.10%
SDCO #5,
STA 52+12.71, 23.00 L
TOP 437.3
6" IE 432.4 (IN-OUT)
CB# 7SDCO #6,
STA 51+47.71, 23.00 L
TOP 437.3
6" IE 432.4 (IN-OUT)
SDCO #1,
STA 52+11.11, 23.00 R
TOP 437.7
6" IE 433.8 (IN-OUT)
CB# 8
SDCO #2,
STA 51+51.09, 23.00 R
TOP 437.7
6" IE 433.5 (IN-OUT)
SDCO #3,
STA 51+09.90, 21.26 R
TOP 437.6
6" IE 434.3 (IN-OUT)
SDCO #4,
STA 50+82.28, 24.94 R
TOP 437.7
6" IE 434.7 (IN-OUT)
25 LF - 12" CPE-SW
@ S=5.08%CB# 3
415
420
425
430
435
440
445
450
455
415
420
425
430
435
440
445
450
455
51+00 52+00 52+80438.2438.24437.6437.61437.4437.43437.3437.26437.3437.32437.8437.78438.1438.09437.9437.88437.8437.75437.7437.70437.6437.65436.9436.9525.00%
1.15%1.00%
PVI STA: 51+68.15
PVI ELEV: 436.077
K: 69.68
LENGTH: 150.00
LOW POINT STA: 51+73.47
LOW POINT ELEV: 436.48'BVC STA: 50+93.15BVC ELEV: 436.94EVC STA: 52+43.15EVC ELEV: 436.83GRADE BREAK STA = 50+49.26ELEV = 437.45GRADE BREAK STA = 52+56.71
ELEV = 436.31GRADE BREAK STA = 52+54.19ELEV = 436.942.6%
68 LF - 12" CPE-SW
@ S=0.94%
9 LF - 12" PVC SDR-35
@ S=2.00%
CB# 4, TYPE 2-48",
SOLID LOCKING LID
STA 51+05.96, 2.03' L
12" IE 428.79 (IN-W)
12" IE 428.79 (IN-N)
12" IE 428.79 (OUT-S)
RIM 436.98
CB# 3, TYPE 2-48"
SOLID LOCKING LID
STA 50+85.53, 13.66' L
12" IE 427.50 (IN-N)
12" IE 427.50 (OUT-W)
RIM 437.63
25 LF - 12" CPE-SW
@ S=5.08%
CB# 8, TYPE 1,
SOLID LOCKING LID
STA 51+73.47, 23.00' R
6" IE 433.00 (IN-N)
6" IE 433.00 (IN-S)
6" IE 433.00 (IN-E)
6" IE 433.00 (OUT-W)
RIM 438.00
CB# 7, TYPE 2-48"
SOLID LOCKING LID
STA 51+73.47, 23.00' L
6" IE 430.40 (IN-N)
6" IE 430.40 (IN-S)
6" IE 430.40 (IN-W)
6" IE 430.40 (OUT-E)
RIM 436.90
CB# 6, TYPE 2-48",
LOCKING BI-DIRECTIONAL VANED GRATE
STA 51+73.47, 0.90' L
6" IE 429.93 (IN-E)
6" IE 429.93 (IN-W)
12" IE 429.43 (OUT-S)
RIM 436.50
(8"PVC N,S)
S51+002+0020+00 21+00 21+94438439
435433434436437438439CB# 1
CB# 2
CB# 5
CB# 4
13 LF - 12" CPE-SW
@ S=0.97%
30 LF - 12" CPE-SW
@ S=1.00%
EX. CB #4 (PER R-332511)
BW/A: 433.29
BW/A: 433.18
121 LF - 12" CPE-SW
@ S=2.65%
TOE: 432.68
TOP: 433.18
TOE: 432.96
TOP: 436.30 TOE: 434.26
TOP: 436.30
TOE: 435.80
TOP: 436.30
25 LF - 12" CPE-SW
@ S=5.08%
CB# 3
39 LF - 12" CPE-SW
@ S=0.91%
420
425
430
435
440
445
450
455
420
425
430
435
440
445
450
455
20+00 21+00 22+00 22+20432.9432.5432.3435.20433.3437.42434.4438.88435.1439.59435.6439.54436.2438.74436.9437.68437.613.56
%
5.33%GRADE BREAK STA = 20+25.50ELEV = 433.24GRADE BREAK STA = 21+74.77ELEV = 436.89PVI STA: 20+86.92
PVI ELEV: 441.569
K: 5.29
LENGTH: 100.00
HIGH POINT STA: 21+08.72
HIGH POINT ELEV: 439.66
BVC STA: 20+36.92BVC ELEV: 434.79EVC STA: 21+36.92EVC ELEV: 438.91121 LF - 12" CPE-
S
W
@ S=2.65%
CB# 2, TYPE 1
LOCKING VANED GRATE
STA 20+14.72, 33.07' R
12" IE 428.95 (IN-E)
12" IE 428.95 (IN-N)
12" IE 428.95 (OUT-S)
RIM 432.32
CB# 5, TYPE 1
LOCKING VANED GRATE
STA 20+49.05, 4.00' L
12" IE 432.00 (OUT-E)
RIM 436.21
39 LF - 12" CPE-SW
@ S=0.91%
CB# 4, TYPE 2-48",
SOLID LOCKING LID
STA 21+70.22, 4.00' L
12" IE 428.79 (IN-W)
12" IE 428.79 (IN-N)
12" IE 428.79 (OUT-S)
RIM 436.98
CB# 3, TYPE 2-48"
SOLID LOCKING LID
STA 21+70.22, 21.40' R
12" IE 427.50 (IN-N)
12" IE 427.50 (OUT-W)
RIM 437.63
9 LF - 12" CPE-SW
@ S=2.13%BOUN SHORT PLATCHELAN PLACE NE & ACCESS EASEMENT
GRADING/PAVING/STORMWATER PLAN & PROFILE
LUA16-000124, SHPL-A, U16-006297
CONSTRUCTION PLANS
BOUN SHORT PLATTED-39-2404CITY OF RENTON
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
CONTACT
phone: 253-301-4157
fax: 253-336-3950
beylerconsulting.com
BEYLER
CONSULTING
OFFICE
7602 Bridgeport Way W
Lakewood, WA 98499
Know what's below.
before you dig.Call
R
LOT 1
FFE 438.50
LOT 2
FFE 438.00
LOT 3
FFE 438.50
LOT 4
FFE 438.00
LOT 5
FFE 437.50
LOT 6
FFE 437.00
LOT 7
FFE 437.50
LOT 7
FFE 437.50
TRACT A
STORMWATER/ UTILITIES
TRACT WITH PUBLIC
DRAINAGE EASEMENT16'ACCESSEASEMENTCHELAN PLACE NE
ACCESS EASEMENTACCESS EASEMENTCHELAN AVE NE(SEE SHEET C5)(BACK OF CONCRETE WALK)INTX - STA 20+00.00 (ACCESS EASEMENT)= 2+40.29 (CHELAN AVE NE)PROPOSED 12' DRIVEWAY
ENTRANCE (TYPE R1B) PER
CITY OF RENTON
STANDARD DETAIL 104.3
12'8' BUFFER
5' WALK INTX - STA 51+01.00 (CHELAN PLACE NE)1.5%
(TYP)
8.3%
(MAX.)
20 10 0 20 40
SCALE: 1" = 20'
PROPOSED GRADE @
C/L OF ACCESS ROAD
EXISTING GRADE @
C/L OF ACCESS ROAD
EXISTING GRADE @
C/L OF ACCESS ROAD
PROPOSED GRADE @
C/L OF ACCESS ROAD
2
C7
1
C7
INTX - STA 51+01.00 (CHELAN PLACE NE)= STA 21+73.90 (ACCESS EASEMENT)ELEV = 436.89(SEE CONTINUATION TO THE RIGHT)EXISTING CATCH BASIN TO
BE REMOVED AND
REPLACED WITH CB #1
PROPOSED 107.5'Lx34'Wx9'D
COMBINED WQ/DETENTION VAULT
(SEE SHEET C8 FOR DETAILS)
DETENTION
RISER OUTLET
IE 429.30
SURVEY DATUM
VERTICAL DATUM:
NAVD88
BENCHMARK:
CITY OF RENTON BENCHMARK #RENT159
BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOP
OF MONUMENT CASE AND COVER IN THE CENTER OF THE
INTERSECTION AT NE 12TH ST AND UNION AVE NE
ELEVATION=415.961
HORIZONTAL BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF NE 10TH STREET
BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER
CITY OF RENTON SHORT PLAT RECORDED UNDER
RECORDING NUMBER 20120110900001
N 88°30'08" W
EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD FIELD
TRAVERSE METHODS FOR CONTROL AND STAKING.
DETENTION
RISER OUTLET
IE 429.30
DETENTION
VAULT INLET
IE 427.30
PROPOSED
ROCKERY WALL
PROPOSED 107.5'Lx34'Wx9'D
COMBINED WQ/DETENTION VAULT
(SEE SHEET C8 FOR DETAILS)2'PROPOSED 12'
PAVED ALLEY
(TYP)
PROPOSED 2' WEDGE
CURB (TYP)
APPROX. LOCATION OF EXISTING
8" SANITARY SEWER MAIN
(FIELD LOCATED)
(REF S-332504)
APPROX. LOCATION OF EXISTING 4"
KING COUNTY WD 90 WATER MAIN
(REF R-338610 FOR GENERAL
LOCATION)
APPROX. LOCATION OF EXISTING
8" DUCTILE IRON WATER MAIN
(FIELD LOCATED)
(REF W-332501)
18'
INTERSECTION
STA 20+00.00 (ACCESS EASEMENT)
= STA 2+40.29 (CHELAN AVE NE)
PC STA 21+48.98, 6.0' R
CURVE RADIUS = 30'
FG ELEV: 438.38
PRC STA 21+74.49, 20.20' R
CURVE RADIUS = 30'
FG ELEV: 437.52
(SEE CHELAN PL NE FOR CONTINUATION)
PROPOSED 8" D.I. WATER MAIN
(SEE SHEET C12 FOR DETAILS)
PROPOSED 8" PVC SEWER MAIN
(SEE SHEET C14 FOR DETAILS)
PC STA 21+32.50, 6.0' L
CURVE RADIUS = 30'
BAC ELEV: 439.54 CHELANPL NEPT STA 21+62.50, 36.0' L
CURVE RADIUS = 30'
FG ELEV: 436.69BEGIN ROAD IMPROVEMENTS
STA 20+25.50 (BACK OF SIDEWALK)
C/L ELEV @ BW: 433.24
BEGIN WEDGE CURB
STA 20+44.05, 6.0' L
3' TRANSITION
TRACT A
STORMWATER/
UTILITIES TRACT
PROPOSED 107.5'Lx34'Wx9'D
COMBINED WQ/DETENTION VAULT
(SEE SHEET C8 FOR DETAILS)
AMIRA, JEFF & FLORESCA
1018 CHELAN AVE NE
#1023059487
KOLBY, SCOTT A. EMILY B.
1017 CHELAN PL NE
#1023059483
SDC HOMES LLC
1039 CHELAN AVE NE
#1023059472
ACCESS EASEMENT PLAN
SCALE: 1"=20'
ACCESS EASEMENT PROFILE
SCALE: HORIZONTAL: 1"=20'
VERTICAL:1"=5'
GRAVEL
ACCESS
ROAD
10'10'PROPOSED 10'
UTILITY EASEMENT
INTERSECTION
STA 21+73.90 (ACCESS EASEMENT)
= STA 51+01.00 (CHELAN PL NE)
PROPOSED 8" D.I. WATER MAIN
(SEE SHEET C12 FOR DETAILS)
PROPOSED 8" PVC SEWER MAIN
(SEE SHEET C14 FOR DETAILS)
PROPOSED 10' UTILITY
EASEMENT (TYP)
PROPOSED 10'
PRIVATE DRAINAGE
EASEMENT
10'10'PROPOSED GRADE @
C/L OF ROAD
EXISTING GRADE @
C/L OF ROAD
BEGIN ROAD IMPROVEMENTS
BEGIN ROAD WIDTH TRANSITION
FROM 20' ALLEY TO 12'
STA 50+50.00
C/L ELEV: 437.55
KOLBY, SCOTT A. EMILY B.
1017 CHELAN PL NE
#1023059483
BEGIN ROAD IMPROVEMENTS12'16'20'±PRC STA 50+84.22, 9.5' L
CURVE RADIUS = 30'
FG ELEV: 437.52
(SEE ACCESS EASEMENT FOR CONTINUATION)
PRC STA 50+78.44, 10.0' L
CURVE RADIUS = 80'
FG ELEV: 437.35
PC STA 50+51.55, 10.0' L
CURVE RADIUS = 30'
FG ELEV: 437.57
FG ELEV: 437.55
(MATCH EXISTING)
PROPOSED 16' RIGHT
OF WAY DEDICATION
FG ELEV: 437.53
(MATCH EXISTING)
PC STA 50+51.55, 10.0' R
CURVE RADIUS = 50'
FG ELEV: 437.54
PRC STA 50+87.26, 9.19' R
CURVE RADIUS = 40'
FG ELEV: 437.19
PT STA 51+28.66, 6.0' R
CURVE RADIUS = 40'
FG ELEV: 436.74
END ROAD IMPROVEMENTS
STA 52+54.19
C/L ELEV: 436.94
INSTALL (2) 8' TYPE 3 ROAD
BARRICADES PER COR STD
DETAIL H18 & H18.1
PC STA 50+51.55
CURVE RADIUS = 40'
C/L ELEV: 437.51
PRC STA 50+79.50
CURVE RADIUS = 70'
C/L ELEV: 437.10
PT STA 51+28.66
CURVE RADIUS = 70'
C/L ELEV: 436.62
LOT 7
STUB IE 432.5
LOT 6
STUB IE
430.5
LOT 5
STUB IE 432.5
END ROAD IMPROVEMENTSLOT 4
STUB IE 433.9
LOT 3
STUB IE 433.6
LOT 2
STUB IE
433.6
LOT 1
STUB IE
434.8
EXISTING GRADE @
C/L OF ACCESS ROAD
PROPOSED GRADE @
C/L OF ACCESS ROAD
20 10 0 20 40
SCALE: 1" = 20'
CHELAN PLACE NE PLAN
SCALE: 1"=20'
CHELAN PLACE NE PROFILE
SCALE: HORIZONTAL: 1"=20'
VERTICAL:1"=5'
PROPOSED 107.5'Lx34'Wx9'D
COMBINED WQ/DETENTION VAULT
(SEE SHEET C8 FOR DETAILS)
DETENTION
INLET IE 427.30
DETENTION
INLET
IE 427.30
9 LF - 12" CPE-SW
@ S=2.13%
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR
ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING
ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
PROPOSED 10'
PRIVATE DRAINAGE
EASEMENT
GRAVEL ACCESS ROAD
SHALL BE 4" CSTC OVER
6" QUARRY SPALLS WITH
GEOTEXTILE IN BETWEEN
5' CONCRETE SIDEWALK CITY OF
RENTON STD. PLAN 102 (TYP)
CONCRETE CURB CITY OF
RENTON STD. PLAN 101 (TYP)R40'
R3
0
'
PCC STA 51+16.15, 6.0' R
CURVE RADIUS = 40'
FG ELEV: 436.83
TYPICAL PIPE DIMENSION NOTE
FLOW CONTROL BMP NOTE
PROPOSED LOTS 1 THROUGH 7 OF THE BOUN SHORT PLAT
DEVELOPMENT WILL UTILIZE RESTRICTED FOOTPRINTS TO
MEET THE SMALL LOT FLOW CONTROL BMP REQUIREMENT.
SEE RESTRICTED FOOTPRINT FLOW CONTROL TABLE ON
SHEET C8 FOR FURTHER DETAILS.
STA 21+61.16, 27.1' L
CURVE RADIUS = 30'
FG ELEV: 437.43
END WEDGE CURB
THE PIPE DIMENSIONS SHOWN ARE MEASURED FROM
CENTER OF STRUCTURE TO CENTER OF STRUCTURE
PIPE CROSSING
BOTTOM OF TOP PIPE 428.9 (12" STORM)
TOP OF BOTTOM PIPE 428.4 (4" WATER)(FIELD VERIFY)
APPROXIMATE VERTICAL SEPARATION = 0.5'
(CONTRACTOR SHALL POTHOLE TO VERIFY EXISTING
HORIZONTAL AND VERTICAL LOCATION OF EXISTING 4"
DUCTILE IRON WATER MAIN OWNED AND OPERATED BY
KING COUNTY WATER DISTRICT 90 (KCWD 90)
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF
RECORD, THE CITY OF RENTON, AND KCWD 90 OF ANY
DISCREPANCIES BETWEEN THE ELEVATIONS
REFERENCED ABOVE AND ACTUAL FIELD CONDITIONS)R30'R30'ted-40-3924boun short platu16-006297lua16-000124pr16-000243c7
2.13%
use round solid
locking lid for type 2
cb's not collecting
surface water (typ)
round
suggest removing this
catch basin due to
proximity to cb #2
suggested storm
drainage alignment
c13
c11
show these areas as
landscape strip. show
triangular wings.
install ethafoam pad
at this crossing.
round
reference cor std.
plan 204.50 for
round solid storm
cover for type 2 cb's
round
round
round
sheet numbering may
adjust if additional
sheets are added
MBMB0+00 1+00 2+00
3+
0
0
4+00 4+2420+00435
433
434
436
437
438
CB# 1
CB# 2
CB# 5
30 LF - 12" CPE-SW
@ S=1.00%
EX. CB #4 (PER R-332511)
48 LF - 12" CPE-SW
@ S=0.80%
39 LF - 12" CPE-SW
@ S=0.74%CB# 9
CB# 10
4
3
4SSCB# 12CB# 13
42 LF - 12" PVC SDR-35
@ S=29.26'
13 LF - 12" CPE-SW
@ S=0.97%39 LF - 12" CPE-SW@ S=0.91%410
415
420
425
430
435
440
445
450
410
415
420
425
430
435
440
445
450
0+00 1+00 2+00 3+00 4+00 4+40433.0432.8432.6432.6432.7432.7432.9433.1433.2433.1433.12433.3433.22434.1433.55434.7434.02435.1434.48435.1434.95435.42.33%
PVI STA: 3+16.40
PVI ELEV: 433.000
K: 17.03
LENGTH: 50.00
LOW POINT STA: 3+01.70
LOW POINT ELEV: 433.12'BVC STA: 2+91.40BVC ELEV: 433.15EVC STA: 3+41.40EVC ELEV: 433.58GRADE BREAK STA = 4+04.20ELEV = 435.050.6%
2.0%
EX. CB #4 (PER R-332511), TYPE 1
STA 1+96.01, 15.15' L
RIM 432.20
12" IE 428.52 (IN-E)
12" IE 428.35 (IN-N)
12" IE 428.35 (OUT-S)
CB# 10, TYPE 1,
LOCKING VANED GRATE
STA 3+01.70, 9.74' R
12" IE 429.62 (OUT-S)
RIM 432.62
39 LF - 12" CPE-SW
@ S=0.74%
CB# 9, TYPE 1,
LOCKING VANED GRATE
STA 2+54.91, 14.72' R
12" IE 429.33 (IN-N)
12" IE 429.33 (OUT-S)
RIM 432.77
48 LF - 12" CPE-SW
@ S=0.80%
CB# 2, TYPE 1,
LOCKING VANED GRATE
STA 2+07.22, 14.72' R
12" IE 428.95 (IN-E)
12" IE 428.95 (IN-N)
12" IE 428.95 (OUT-S)
RIM 432.32
13 LF - 12" CPE-SW
@ S=0.97%
CB# 1, TYPE 1
LOCKING VANED GRATE
STA 1+93.84, 14.67' R
12" IE 428.82 (IN-N)
12" IE 428.82 (OUT-W)
RIM 432.29
30 LF - 12" CPE-SW
@ S=1.00%43 LF - 12" PVC SDR-35
@ S=28.41
%
CB# 12, TYPE 2-60" (FS),
LOCKING VANED GRATE
STA 0+47.12, 13.67' L
12" IE 427.57 (IN-N)
12" IE 427.57 (IN-E)
12" IE 427.67 (OUT-W)
12" IE 427.67 (OUT-S)
RIM 432.37 (MATCH EXISTING)
FL: 432.28 (MATCH EXISTING)
TBC: 432.78 (MATCH EXISTING)1.5%FL: 432.29
TBC: 432.79
BW: 432.90BW: 432.85
BW: 432.77 (MATCH EXISTING)BOUN SHORT PLATCHELAN AVE NE
GRADING/PAVING/STORMWATER PLAN & PROFILE
LUA16-000124, SHPL-A, U16-006297
CONSTRUCTION PLANS
BOUN SHORT PLATTED-39-2405CITY OF RENTON
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
CONTACT
phone: 253-301-4157
fax: 253-336-3950
beylerconsulting.com
BEYLER
CONSULTING
OFFICE
7602 Bridgeport Way W
Lakewood, WA 98499
Know what's below.
before you dig.Call
R
LOT 5
FFE 437.50
LOT 6
FFE 437.00
LOT 7
FFE 437.50
CHELAN AVE NE
20 10 0 20 40
SCALE: 1" = 20'
TRACT A
STORMWATER/ UTILITIES TRACT
(SEE SHEET C4 FOR
CONTINUATION)
SURVEY DATUM
VERTICAL DATUM:
NAVD88
BENCHMARK:
CITY OF RENTON BENCHMARK #RENT159
BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOP
OF MONUMENT CASE AND COVER IN THE CENTER OF THE
INTERSECTION AT NE 12TH ST AND UNION AVE NE
ELEVATION=415.961
HORIZONTAL BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF NE 10TH STREET
BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER
CITY OF RENTON SHORT PLAT RECORDED UNDER
RECORDING NUMBER 20120110900001
N 88°30'08" W
EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD FIELD
TRAVERSE METHODS FOR CONTROL AND STAKING.
CHELAN AVE NE PROFILE
SCALE: HORIZONTAL: 1"=20'
VERTICAL:1"=5'
EXISTING GRADE @
C/L OF ACCESS ROAD
PROPOSED GRADE @
C/L OF ACCESS ROAD10'3
C7
4
C7
APPROX. LOCATION OF EXISTING 4"
KING COUNTY WD 90 WATER MAIN
(REF R-338610 FOR GENERAL
LOCATION)
APPROX. LOCATION OF EXISTING
8" DUCTILE IRON WATER MAIN
(FIELD LOCATED)
(REF W-332501)
THAMI, ABDERRAHMANE &
MAURA E.
1051 CHELAN AVE NE
#1023059133
FISHER, SHERRIE M.
1045 CHELAN AVE NE
#1023059473
SDC HOMES LLC
1039 CHELAN AVE NE
#1023059472
20'APPROX. LOCATION OF EXISTING
8" SANITARY SEWER MAIN
(FIELD LOCATED)
(REF S-332504)
PROPOSED 10'
LANDSCAPE BUFFER
(SEE SHEET LS-1 FOR
DETAILS)12'5'PROPOSED PLANTER
STRIP, VARIES 4.8'-8.0'
PROPOSED 5'
SIDEWALK PER COR
STD PLAN 102 (TYP)35.5'23.5'PROPOSED 23.5'
RIGHT OF WAY
DEDICATION
(RESIDENTIAL ACCESS ROADWAY)
INTERSECTION
STA 2+40.29 (CHELAN AVE NE)
=STA 20+00.00 (ACCESS EASEMENT)
INSTALL 12' RESIDENTIAL DRIVEWAY PER
C.O.R. STANDARD DETAIL R1B - 104.3
F/L: 432.62
(SEE DRIVEWAY DETAIL SHEET C6)
PROPOSED SAWCUT
(TYP)
PC STA 2+56.04
CL: 433.03
SC: 432.86
FL: 432.76
PRC STA 3+00.42
CL: 433.12
PT STA 3+44.79
CL: 433.66
END ROAD IMPROVEMENTS
STA 4+04.20
CL: 435.05
PROPOSED 18' RIGHT OF WAY DEDICATION
(SEE ADMINISTRATIVE STREET MODIFICATION
APPROVAL UNDER LUA16-000897, MOD)END ROAD IMPROVEMENTSPROPOSED RAMP
(SEE RAMP #1
DETAIL SHEET C6)11'APPROX. LOCATION OF EXISTING
8" SANITARY SEWER MAIN
(FIELD LOCATED)
(REF S-332504)
EXISTING GRADE @
C/L OF ACCESS ROAD
PROPOSED GRADE @
C/L OF ACCESS ROAD
CHELAN AVE NE PLAN
SCALE: 1"=20'
LONG, GARY A. & DENISE Y.
1058 CHELAN AVE NE
#1023059332
ABBREVIATION KEY
SC: EXISTING GRADE ELEVATION @ PROPOSED SAWCUT
FL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURB
A:FINISHED GRADE ELEVATION @ TOP OF ASPHALT PAVEMENT
CL: EXISTING/FINISHED GRADE ELEVATION @ CENTERLINE OF ROAD
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR
ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING
ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
CB# 13, TYPE 2-48"
SOLID LOCKING LID MARKED "STORM"
STA 0+04.60, 15.12' L
RIM 431.85 (MATCH EXISTING)
18" IE 415.08 (IN-E)
12" IE 415.58 (IN-N)
18" IE 414.93 (OUT-W)
(CAST IN PLACE)
(PER R-332511 AS-BUILT)
REPLACE EXISTING TYPE 1 CB
INSTALL FLOW SPLITTER
(SEE DETAIL THIS SHEET)6.5'SAWCUT INTO EXISTING ASPHALT, AS NECESSARY,
TO INSTALL STORM MAIN MODIFICATION. TRENCH
RESTORATION AND OVERLAY SHALL BE PER CITY
STD. 6.5' MIN WIDTH FOR TRANSVERSE PATCHES.
PATCH SHALL EXTEND ACROSS EVERY AFFECTED
TRAVEL LANE (NE 10TH STREET)
RIM ELEV = 432.60
OVERFLOW ELEV = 429.37
OUTLET IE = 427.87
BOTTOM ELEV = 424.002' (MIN.)TO DOWNSTREAMNETWORKTO E
X.
W
Q
FACILITY ORIFICE ELEV = 426.87
ORIFICE SIZING CALCULATIONS:
WQ FLOWRATE (PER VUONG T.I.R.) = 0.11 CFS
Q=CA(2GH)^0.5,
WHERE C=0.62 (PLATE ORIFICE)
G=32.2 FT/S^2
H=1.5 FT
Q=0.11 CFS
A=(0.11 CFS)/[0.62*(2*32.2*1.5)^0.5]
A=0.0181 FT^2
A=πr^2
r=(0.0181/π)^0.5 = 0.076
D=r*2=0.152'=1.82"
RESTRICTOR PLATE W/
1.82" (DIAMETER) ORIFICE
TO WQ
60" (TYP)
SOLID BOTTOM
12" TEE/RISER
27" (MIN.)
STANDPIPE
BAFFLE TO CONTROL
FLOATABLES
2D*
BAFFLE TO CONTROL
FLOATABLES
30" STANDPIPE
TYPE 2-60" CB
(PER COR STD 201.00)0.5' (MIN.)0.5' (MIN.)*NOTE:
DIAMETER OF STANDPIPE 2X DIAMETER OF
OUTLET PIPE AS STARTING POINT. DIAMETER
OF STANDPIPE SHALL BE LARGE ENOUGH TO
PASS THE 100-YEAR FLOWS WITHOUT
INCREASING WQ FLOWS BY 10%
TOP 12" TEE = 429.77
CB# 12 - FLOW SPLITTER DETAIL
SCALE: NTS REFERENCE: FIGURE 6.2.5.B KCSWDM
SECTION VIEW
PLAN VIEW
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.8'4.8'51'±
PROTECT EX CB IN PLACE
(REPLACE GRATE WITH
SOLID LOCKING LID)
INSTALL NO PARKING SIGN
(PER MUTCD R7-1D)
(STA 3+64.87, 14.5' R)15.47'INSTALL NO PARKING SIGN
(PER MUTCD R7-1D)
(STA 3+16.37, 14.5' R)
12" IE 428.52 (IN-E) (REPLACE EX. CONC PIPE WITH 12" CPE)
SIDEWALK CONNECTION DETAIL
SCALE: 1"=10'9'MANHOLE STEP
(COR STD. 204.60)
"TEE" SECTION WITH
CLEANOUT
(OR REMOVABLE BEND
DOWN ELBOW)
MANHOLE STEP
(COR STD. 204.60)
RECTANGULAR FRAME
WITH VANED GRATE
(COR STD. 204.00)
(FIELD VERIFIED)
TYPICAL PIPE DIMENSION NOTE
THE PIPE DIMENSIONS SHOWN ARE MEASURED FROM
CENTER OF STRUCTURE TO CENTER OF STRUCTURE
STA 2+22.00, 18.06' R
INSTALL USPS NEIGHBORHOOD DELIVERY
AND COLLECTION BOX UNIT PER COR
STANDARD PLAN H26
(SEE MAILBOX LOCATION NOTE THIS SHEET)
MAILBOX LOCATION NOTE
FINAL MAILBOX LOCATIONS HAVE YET TO BE DETERMINED
AND/OR APPROVED BY THE RENTON USPS POST MASTER.
FINAL MAILBOX LOCATION APPROVAL SHALL BE OBTAINED
PRIOR TO CONSTRUCTION/INSTALLATION OF SPECIFIED
COLLECTION BOX.R75'A: 433.20
A: 433.86
A: 435.12ted-40-3924boun short platu16-006297lua16-000124pr16-000243reference cor std.
plan 204.50 for
round solid storm
cover
round
43
28.41%
suggested storm
drainage alignment
submit postmaster
approval to the city
suggest removing this
catch basin due to
proximity to cb #2
2' clearance required
from structures in
the manhole. show
compliance on this
detail. adjust lid and
ladder location
accordingly.
adjust ie's to match cb
#12 in profile, left.
note: all metal parts shall be
corrosion resistant.
use solid locking
lid for type 2 cb's
not collecting
surface water (typ)
30"
rotate signs to face
south. use no parking any
time per mutcd r7-1.
SW: 435.38 SW: 435.45
SW: 435.53
SW: 435.46
FL: 434.84FL: 434.72
7.7%7.2%1.5%1.5%1.5%2.1%1.5%7.4%
433
434
FL: 432.56
TBC: 432.64
FL: 432.49
TBC: 432.57
FL: 432.75
TBC: 433.25
FL: 432.67
TBC: 432.75
SW: 433.11
SW: 433.05
SW: 433.22 SW: 433.32
SW: 433.12 SW: 433.18
SW: 433.29 SW: 433.40
0.9%8.3%1.5%1.5%1.5%1.5%0.9%
6.
8
%8.3%1.3%
1.
9
%1.5%5.2%
0.7%
0.7%
0.2%
39 LF - 12" CPE-SW
@ S=0.91%BOUN SHORT PLATDUVALL AVE NE
GRADING/PAVING/STORMWATER PLAN & PROFILE
LUA16-000124, SHPL-A, U16-006297
CONSTRUCTION PLANS
BOUN SHORT PLATTED-39-2406CITY OF RENTON
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
CONTACT
phone: 253-301-4157
fax: 253-336-3950
beylerconsulting.com
BEYLER
CONSULTING
OFFICE
7602 Bridgeport Way W
Lakewood, WA 98499
Know what's below.
before you dig.Call
R
SURVEY DATUM
VERTICAL DATUM:
NAVD88
BENCHMARK:
CITY OF RENTON BENCHMARK #RENT159
BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOP
OF MONUMENT CASE AND COVER IN THE CENTER OF THE
INTERSECTION AT NE 12TH ST AND UNION AVE NE
ELEVATION=415.961
HORIZONTAL BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF NE 10TH STREET
BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER
CITY OF RENTON SHORT PLAT RECORDED UNDER
RECORDING NUMBER 20120110900001
N 88°30'08" W
EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD FIELD
TRAVERSE METHODS FOR CONTROL AND STAKING.
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR
ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING
ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.8'5'5'
RAMP #1 DETAIL
SCALE: 1"=5'
CHELAN AVE NE
(RESIDENTIAL LIMITED ACCESS ROADWAY)
PROPOSED
5' SIDEWALK
PROPOSED
8' PLANTER
CHELAN AVE NE
(RESIDENTIAL ACCESS ROADWAY)
12'8'8'5.03'5'SCALE: 1" = 5'
2.55 0 5
DRIVEWAY DETAIL
SCALE: 1"=5'
PROPOSED
5' SIDEWALK
PROPOSED
8' PLANTER
DEPRESSED CURB & GUTTER
ABBREVIATION KEY
SW: FINISHED GRADE ELEVATION @ TOP OF SIDEWALK
FL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURB
TBC: FINISHED GRADE ELEVATION @ TOP BACK OF CURB
ABBREVIATION KEY
SW: FINISHED GRADE ELEVATION @ TOP OF SIDEWALK
FL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURB
TBC: FINISHED GRADE ELEVATION @ TOP BACK OF CURB
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
SCALE: 1" = 5'
2.55 0 5
PROPOSED 2'
ASPHALT WEDGE
ACCESS EASEMENT TYPICAL ROAD SECTION
SCALE:N.T.S.
2
C4 ACCESS ROAD C/L2%
12' PAVED ROADWAY
16' ACCESS EASEMENT
VARIESVARIES
2'
4'ACCESS EASEMENTACCESS EASEMENTCHELAN PLACE NE TYPICAL ROAD
SECTION (LOOKING NORTH)
SCALE:N.T.S.
1
C4 ROW C/L2%
12' PAVED ROADWAY
16' ROW DEDICATION
4" HMA CL 12"
(PG 64-22) (MIN.)
6" CSTC
4" HMA CL 12"
(PG 64-22) (MIN.)
6" CSTC
COMPACT SUBGRADE TO
ACHIEVE 95% OF MAXIMUM
DENSITY STANDARD PROCTOR
2%2%2%
COMPACT SUBGRADE TO
ACHIEVE 95% OF MAXIMUM
DENSITY STANDARD PROCTOR
2'6'6'2'EX. R.O.W.R.O.W. C/LEXISTING
ROAD CROWN
@ ROW C/L EX. EDGE OF ASPHALT15.8'± EXISTING PAVEMENT
5'±
EXISTING
5' WALK
VARIES
4.8' MIN. TO 8.0' MAX
PLANTER
5' SIDEWALK PER
CITY OF RENTON
STD. PLAN 102 (TYP)
2%±
CHELAN AVE NE TYPICAL ROAD SECTION (47' ROW)
SCALE:N.T.S.(STA 1+99.39 TO STA 2+56.04)
3
C5 EX. R.O.W.2%±2%
1'
1.5%
27.8'± PAVED ROADWAY
BOUN SHORT PLAT
(ON-SITE GRADING)
11'
1.5% (MIN.)
21.5'PROPOSED SAWCUT4" HMA CL 12"
(PG 64-22) (MIN.)
6" CSTC
COMPACT SUBGRADE TO
ACHIEVE 95% OF MAXIMUM
DENSITY STANDARD PROCTOR
PROPOSED CURB & GUTTER
(PER COR DETAIL 101)
PROPOSED
3' SAWCUT PROPOSED R.O.W.DEDICATIONEX. R.O.W.12'
23.5' RIGHT OF WAY DEDICATION
2%EX. R.O.W.20' PAVED ROADWAY
(MIN.)
1.5%
BOUN SHORT PLAT
(ON-SITE GRADING)
2'
PROPOSED CURB & GUTTER
(PER COR DETAIL 101)
TIE IN TO
EXISTING GRADE
@ 2:1 (MAX.)
4" HMA CL 12"
(PG 64-22) (MIN.)
6" CSTC
COMPACT SUBGRADE TO
ACHIEVE 95% OF MAXIMUM
DENSITY STANDARD PROCTOR
CHELAN AVE NE TYPICAL ROAD SECTION (35' ROW)
SCALE:N.T.S.(STA 3+27.79 TO STA 4+04.20)
4
C5 PROPOSED ROAD C/L10'10'
TRENCH NOTE
IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION
FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE
OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B,
IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR
ALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND
BEYLER CONSULTING ASSUMES NO RESPONSIBILITY. ALL
TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS
OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT,
CHAPTER 49.17 RCW.
FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS,
OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS,
TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE,
FEDERAL. OR LOCAL LAW, ORDINANCE, CODE, REGULATION,
RULE, ORDER, OR STANDARD.
FILL SPECIFICATION
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B
1.THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE
WATER UTILITY.
2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A
PRE-CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF
RENTON PLAN REVIEW SECTION AND THE APPLICANT.
3.ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH
THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC
WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE
RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL
ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM
THE ABOVE REQUIREMENTS FOUND IN THIS PLANS, ALL
CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
4.APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN
DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER
CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER
CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER
DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE
APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY
DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN
APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT,
SURFACE WATER UTILITY SECTION.
5.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
6.GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE
HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO
WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED
WITH A WRITTEN DECISION BY THE CITY OF RENTON.
7.IT SHALL BE THE APPLICANT’S/CONTRACTOR’S RESPONSIBILITY TO
OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE
INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW
AND APPROVAL PRIOR TO CONSTRUCTION.
8.FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT
SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED
UNLESS AN APPROVED SET OF PLANS THAT MEET ALL
REQUIREMENTS OF CHAPTER 4 OF THE 2009 KING COUNTY SURFACE
WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON.
9.DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE
CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE
NOTED ON THE PLANS.
10.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF
STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR
REVIEW AND APPROVAL.
11.ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE
BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD
PROCTOR.
12.OPEN CUTTING OF EXISTING ROADWAYS FOR NON-FRANCHISED
UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS
SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON
THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN
ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION
STANDARDS.
13.ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION
PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY
MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS
COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS
PASSED.
14.ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN
OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL
CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE
PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
15.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 SHALL BE APWA CLASS “C”, WITH THE
EXCEPTION OF PVC PIPE.
16.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT
TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
17.ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND
MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE
STRUCTURES ASSOCIATED WITH A PERMANENT
RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
18.BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN
ACCORDANCE WITH RENTON MUNICIPAL CODE TABLE 4-2-110A
SETBACKS LINES.
19.ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW
PAVEMENT LEVEL.
20.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON
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. ROCK FOR EROSION PROTECTION OF
ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND
QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST
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.
21.ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE
CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED
BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION.
AN ACCURATELY DIMENSIONED, CERTIFIED AS-BUILT DRAWING OF
THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON
COMPLETION.
22.DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACH
INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR
INFILTRATION BY THE CITY. STUB-OUTS SHALL CONFORM TO THE
FOLLOWING:
A.EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST
ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF
DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS,
AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO
RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH
OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN
APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN
APPROVED OUTFALL LOCATION.
B.OUTLETS ON EACH LOT SHALL BE LOCATED WITH A
FIVE-FOOT-HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN".
THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE,
AND BE SECURED TO THE STAKE.
C.PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS
DESCRIBED IN CHAPTER 4 OF THE 2009 KING COUNTY SURFACE
WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL
BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER
ACCEPTABLE DETECTION.
D.PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE
SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL
LOTS.
E.THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE
LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS,
TELEPHONE, TELEVISION).
F.ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND
MAINTAINED BY THE LOT HOME OWNER.
G.STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING
FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED
TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM
INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE.
23.ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED,
LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST
DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER
SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE
MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE
ADDED TO MAINTAIN THE MOISTURE CAPACITY.
24.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY
PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE
CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE
CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED
WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF
RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER
FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED
DURING CONSTRUCTION.
26.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT,
FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE,
HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY
IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK
WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN
APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION
SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD
SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
27.PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA)
SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE
WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS
(RMC 4-3-050).
TYPICAL MAINTENANCE ACCESS ROAD SECTION
SCALE:NTS
12'-15' GRAVEL ACCESS ROAD
SLOPE VARIES
(12% MAX.)2:1 T
I
E
I
N
(MAX
)
2:1
T
I
E
I
N
(M
A
X
)
4" CRUSHED
SURFACING TOP
COURSE (CSTC)
6" QUARRY
SPALLS
6
C8
GEOTEXTILE
FABRIC
5' SIDEWALK PER
CITY OF RENTON
STD. PLAN 102 (TYP)
8.0' PLANTER 0.5'12' DEDICATION
PER DEED REC #
20050823000001
47'
13.5'12'
12'± EXISTING
PAVEMENT
4.5'
35'12'
1.5% (MIN.)ted-40-3924boun short platu16-006297lua16-000124pr16-000243show these areas as
landscape strip. show
triangular wings.
9.4%9.4%
c7
TRACT A
7,277 SF
21+00 21+94
43443643
8438 51+00100+00 100+50 101+00 101+29
200+00200+49BV:423.47
BV:423.10 BV:423.30
B/V:423.03B/V:422.66 B/V:422.86
BV:423.10
BV:423.30
BV:423.47
BV:427.12
BV:427.12
BV:427.30
BV:427.12
BV:427.30
BV:427.30
FG :437.28 FG :437.28
FG :436.85
FG :437.80
FG :439.26FG :435.67
FG :438.00 FG :438.01
FG :438.05
FG :437.89
FG :438.92
FG :438.17
415
420
425
430
435
440
445
415
420
425
430
435
440
445
100+00 100+50 101+00 101+40431.8435.27432.1437.13432.5437.45433.1437.31433.6437.35434.0437.47434.3437.49434.5437.49434.8437.47435.0437.29435.3437.27436.1437.39436.5437.43TO CB# 2
BOTTOM OF WQ/TOP OF SEDIMENT STORAGE = 424.3
TOP OF WQ/BOTTOM OF DETENTION = 429.3
TOP OF DETENTION = 433.8
9 LF - 12" CPE-SW
@ S = 2.13%
CB #3, TYPE 2-48"
RIM 437.63
12" IE 427.50 (IN-N)
12" IE 427.50 (OUT-W)
34'73.5'
INTERIOR WATER QUALITY VAULT LENGTH = 107.5'12"EXISTING GRADE ALONG
VAULT SECTION LINE
(TYP)1' (MIN.)EXISTING GRADE ALONG
VAULT SECTION LINE
(TYP)
0.5%0.5%
12'
*REQUIRED WETVAULT VOLUME: 3,568 CF
*PROVIDED WETVAULT VOLUME: 8,600 CF
(107.5'Lx16'Wx5'D)
*REQUIRED DETENTION VOLUME: 16,200 CF
*PROVIDED DETENTION VOLUME: 16,448 CF
(107.5'Lx34'Wx4.5'D)
12" INLET
IE 427.30
B/V:423.03B/V:422.66 B/V:422.86
PROPOSED FLOW RESTRICTOR
(SEE FLOW RESTICTOR DETAIL
SHEET C9)
T/V:434.3T/V:434.3
STD. GALVANIZED HANDHELDS,
STEPS OR LADDER (TYP.)
PROPOSED GRADE ALONG VAULT
SECTION LINE (TYP)
PROPOSED GRADE ALONG
ACCESS ROAD CENTERLINE (TYP)
PROPOSED GRADE ALONG VAULT
SECTION LINE (TYP)
PROPOSED 12' GRAVEL
MAINTENANCE ACCESS ROAD
10'X5 GRATED LOCKING ACCESS PANEL
WITH 3'X3' ACCESS HATCH. LADDER TO BE
LOCATED DIRECTLY BELOW ACCESS HATCH.
(STEEL BAR GRATING OR EQUIV. SEE
STRUCTURAL PLANS FOR DETAILS)
10'X5 GRATED LOCKING ACCESS PANEL
WITH 3'X3' ACCESS HATCH. LADDER TO BE
LOCATED DIRECTLY BELOW ACCESS HATCH.
(STEEL BAR GRATING OR EQUIV. SEE
STRUCTURAL PLANS FOR DETAILS)
10'X5 GRATED LOCKING ACCESS PANEL
WITH 3'X3' ACCESS HATCH. LADDER TO BE
LOCATED DIRECTLY BELOW ACCESS HATCH.
(STEEL BAR GRATING OR EQUIV. SEE
STRUCTURAL PLANS FOR DETAILS)
415
420
425
430
435
440
445
415
420
425
430
435
440
445
200+00 200+50 200+60434.7434.72434.5436.72434.8437.78435.2438.75435.6439.41SEDIMENT STORAGE = 424.3
TOP OF WQ/BOTTOM OF
DETENTION = 429.3
TOP OF DETENTION = 433.8
1' (MIN.) AVERAGESEDIMENT STORAGE1.0%
5.0%5.0%
16'18'
TOTAL VAULT WIDTH = 34'
DETENTION ONLY
12"P/L
8'
EXISTING GRADE ALONG
VAULT SECTION LINE
(TYP)
EXISTING GRADE ALONG
VAULT SECTION LINE (TYP)
STD. GALVANIZED HANDHELDS,
STEPS OR LADDER (TYP.)
B/V:423.43 B/V:423.43B/V:423.03
B/V:427.12 B/V:427.30
T/V:434.3T/V:434.3
10'X5 GRATED LOCKING ACCESS PANEL
WITH 3'X3' ACCESS HATCH. LADDER TO BE
LOCATED DIRECTLY BELOW ACCESS HATCH.
(STEEL BAR GRATING OR EQUIV. SEE
STRUCTURAL PLANS FOR DETAILS)
10'X5 GRATED LOCKING ACCESS PANEL
WITH 3'X3' ACCESS HATCH. LADDER TO BE
LOCATED DIRECTLY BELOW ACCESS HATCH.
(STEEL BAR GRATING OR EQUIV. SEE
STRUCTURAL PLANS FOR DETAILS)
PROPOSED
ROCKERY
PROPOSED GRADE ALONG VAULT
SECTION LINE (TYP)
PROPOSED GRADE ALONG VAULT
SECTION LINE (TYP)BOUN SHORT PLATSTORMWATER DETENTION & WATER QUALITY VAULT
LUA16-000124, SHPL-A, U16-006297
CONSTRUCTION PLANS
BOUN SHORT PLATTED-39-2407Know what's below.
before you dig.Call
R
PROPOSED
DETENTION/WQ VAULT
(3,709 SF)34'107.5'CHELAN AVENUE NE(RESIDENTIAL ACCESS STREET)ACCESS ROAD
(ALLEY)CHELAN
PLACE
NE
(A
L
LEY
)
PROPOSED ROCKERY
3.5' (MAX.)
(SEE SHEET C4 FOR DETAILS)12'PROPERTY
LINE
12'
12" VENTILATION PIPE
WITH METAL COVER
(3 CORNERS)(TYP)
10'X5 GRATED LOCKING ACCESS PANEL WITH 3'X3'
ACCESS HATCH. LADDER TO BE LOCATED DIRECTLY
BELOW ACCESS HATCH. (STEEL BAR GRATING OR
EQUIV. SEE STRUCTURAL PLANS FOR DETAILS)16'18'STRUCTURAL NOTES
1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE
IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES,
VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND
APPROVAL BY CITY OF RENTON BUILDING DEPARTMENT PRIOR TO
CONSTRUCTION.
2. 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 RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH
COR STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL
BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL
BUILDING CODE.
VENTILATION REQUIREMENTS
REQUIRED VENTILATION:
4% OF SECOND CELL SURFACE AREA = 0.04*73.5*17.25 = 51 SF
PROVIDED VENTILATION:
(2) 5X10 GRATED ACCESS PANELS = 100 SF
ACCESS REQUIREMENTS
1. ACCESS CONSISTING OF A FRAME AND LOCKING COVER SHALL BE
PROVIDED OVER THE INLET PIPE AND OUTLET STRUCTURE (SEE
KCRS DRAWING NO. 7-022 AND 7-023). ACCESS OPENINGS SHALL
BE POSITIONED A MAXIMUM OF 50 FEET FROM ANY LOCATION
WITHIN THE VAULT; ADDITIONAL ACCESS POINTS MAY BE
REQUIRED ON LARGE VAULTS. IF MORE THAN ONE "V" IS PROVIDED
IN THE VAULT FLOOR, ACCESS TO EACH "V" MUST BE PROVIDED.
2. FOR VAULTS WITH GREATER THAN 1250 SQUARE FEET OF FLOOR
AREA, A 5' BY 10' REMOVABLE, LOCKING PANEL SHALL BE
PROVIDED. ALTERNATIVELY, A SEPARATE ACCESS VAULT MAY BE
PROVIDED AS SHOWN IN FIGURE 5.3.3.A (P. 5-37).
3. FOR VAULTS UNDER ROADWAYS, THE REMOVABLE PANEL MUST BE
LOCATED OUTSIDE THE TRAVEL LANES. ALTERNATIVELY, MULTIPLE
STANDARD LOCKING MANHOLE COVERS (SEE KCRS DRAWING NO.
7-022 AND 7-023) MAY BE PROVIDED. SPACING OF MANHOLE
COVERS SHALL BE 12 FEET, MEASURED ON CENTER, TO FACILITATE
REMOVAL OF SEDIMENT. LADDERS AND HAND-HOLDS NEED ONLY
BE PROVIDED AT THE OUTLET PIPE AND INLET PIPE,AND AS NEEDED
TO MEET OSHA CONFINED SPACE REQUIREMENTS. VAULTS
PROVIDING MANHOLE ACCESS AT 12-FOOT SPACING NEED NOT
PROVIDE CORNER VENTILATION PIPES AS SPECIFIED IN ITEM 10
BELOW.
4. ALL ACCESS OPENINGS, EXCEPT THOSE COVERED BY REMOVABLE
PANELS, SHALL HAVE ROUND, SOLID LOCKING COVERS (SEE KCRS
DRAWING NOS. 7-022 AND 7-023), OR 3-FOOT SQUARE, LOCKING
DIAMOND PLATE COVERS. FOR RAISED OPENINGS WHERE THE
DEPTH FROM THE IRON COVER TO THE TOP OF THE VAULT EXCEEDS
24 INCHES, AN ACCESS STRUCTURE EQUIVALENT TO A TYPE 2
CATCH BASIN OR TYPE 1 MANHOLE SHALL BE USED (SEE KCRS
DRAWING NOS. 7-005 AND 7-007). THE OPENING IN THE VAULT LID
NEED NOT EXCEED 24 INCHES IN DIAMETER.
5. VAULTS WITH WIDTHS 10 FEET OR LESS MUST HAVE REMOVABLE
LIDS.
6. THE MAXIMUM DEPTH FROM FINISHED GRADE TO THE VAULT
INVERT SHALL BE 20 FEET.
7. INTERNAL STRUCTURAL WALLS OF LARGE VAULTS SHALL BE
PROVIDED WITH OPENINGS SUFFICIENT FOR MAINTENANCE
ACCESS BETWEEN CELLS. THE OPENINGS SHALL BE SIZED AND
SITUATED TO ALLOW ACCESS TO THE MAINTENANCE "V" IN THE
VAULT FLOOR.
8. THE MINIMUM INTERNAL HEIGHT SHALL BE 7 FEET FROM THE
HIGHEST POINT OF THE VAULT FLOOR (NOT SUMP), AND THE
MINIMUM WIDTH SHALL BE 4 FEET.
EXCEPTIONS:
• CONCRETE VAULTS MAY BE A MINIMUM 3 FEET IN HEIGHT AND
WIDTH IF USED AS TANKS WITH ACCESS MANHOLES AT EACH
END, AND IF THE WIDTH IS NO LARGER THAN THE HEIGHT.
• THE MINIMUM INTERNAL HEIGHT REQUIREMENT MAY BE WAIVED
FOR ANY AREAS COVERED BY REMOVABLE PANELS.
9. VENTILATION PIPES (MINIMUM 12-INCH DIAMETER OR EQUIVALENT)
SHALL BE PROVIDED IN ALL FOUR CORNERS OF VAULTS TO ALLOW
FOR ARTIFICIAL VENTILATION PRIOR TO ENTRY OF MAINTENANCE
PERSONNEL INTO THE VAULT.
CITY OF RENTON
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
CONTACT
phone: 253-301-4157
fax: 253-336-3950
beylerconsulting.com
BEYLER
CONSULTING
OFFICE
7602 Bridgeport Way W
Lakewood, WA 98499
10 5 0 10 20
SCALE: 1" = 10'
DETENTION/WQ VAULT PLAN
SCALE: 1"=10'
DETENTION/WQ VAULT SECTION A-A
SCALE: HORIZONTAL: 1"=10'
VERTICAL:1"=5'
B
B
A A
DETENTION/WQ VAULT SECTION B-B
SCALE: HORIZONTAL: 1"=10'
VERTICAL:1"=5'
6
C7
ABBREVIATION KEY
B/V: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR)
T/V: FINISHED GRADE ELEVATION @ TOP OF VAULT (INTERIOR)
ABBREVIATION KEY
B/V: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR)
T/V: FINISHED GRADE ELEVATION @ TOP OF VAULT (INTERIOR)
6
C7
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR
ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING
ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
ABBREVIATION KEY
BV: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR)
FG: FINISHED GRADE ELEVATION @ TOP OF GRAVEL ACCESS ROAD
10'X5 GRATED LOCKING ACCESS PANEL
WITH 3'X3' ACCESS HATCH. LADDER TO BE
LOCATED DIRECTLY BELOW ACCESS HATCH.
(STEEL BAR GRATING OR EQUIV. SEE
STRUCTURAL PLANS FOR DETAILS)
PROPOSED PUBLIC
DRAINAGE EASEMENT
(TO COVER ALL OF TRACT A)
RESTRICTED FOOTPRINT TABLE (PER C.2.9.2 2009 KCSWDM)
FOR SITES/LOTS THAT ARE SMALLER THAN 22,000 SQUARE FEET, ANY RECORDED LIMIT ON TOTAL
IMPERVIOUS SURFACE LESS THAN A NORM OF 4,000 SQUARE FEET OR THE MAXIMUM ALLOWED BY THE
SITE/LOT'S ZONING, WHICHEVER IS SMALLER, QUALIFIES FOR A RESTRICTED FOOTPRINT CREDIT EQUAL
TO THE DIFFERENCE IN SQUARE FOOTAGE.
LOT #LOT SIZE (SF)MAX. IMPERV.
ALLOWED (SF)
LOT 1 5,172 2,845
LOT 2 6,121 3,367
LOT 3 6,168 3,383
LOT 4 6,245 3,376
LOT 5 5,731 3,152
LOT 6 5,718 3,145
LOT 7 6,553 3,345 16'PIPE CROSSING
BOTTOM OF TOP PIPE 428.9 (12" STORM)
TOP OF BOTTOM PIPE 428.4 (4" WATER)(FIELD VERIFY)
APPROXIMATE VERTICAL SEPARATION = 0.5'
(CONTRACTOR SHALL POTHOLE TO VERIFY EXISTING
HORIZONTAL AND VERTICAL LOCATION OF EXISTING 4"
DUCTILE IRON WATER MAIN OWNED AND OPERATED BY
KING COUNTY WATER DISTRICT 90 (KCWD 90)
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF
RECORD, THE CITY OF RENTON, AND KCWD 90 OF ANY
DISCREPANCIES BETWEEN THE ELEVATIONS
REFERENCED ABOVE AND ACTUAL FIELD CONDITIONS)
APPROX. LOCATION OF EXISTING 4" D.I.
WATER MAIN (KCWD 90) (REF. REC #
R-338610 FOR GENERAL LOCATION)
TYPICAL PIPE DIMENSION NOTE
THE PIPE DIMENSIONS SHOWN ARE MEASURED FROM
CENTER OF STRUCTURE TO CENTER OF STRUCTUREted-40-3924boun short platu16-006297lua16-000124pr16-000243this can be 55% of lot
size or 3604 sf.
confirm with structural engineer
that a wall is not needed in the
center of the vault. if wall is
needed your storage capacity will
be less. if you need a wall please
update plans and report
accordingly to show that you have
the required detention capacity.
BOUN SHORT PLATSTORMWATER NOTES AND DETAILS
LUA16-000124, SHPL-A, U16-006297
CONSTRUCTION PLANS
BOUN SHORT PLATTED-39-2408Know what's below.
before you dig.Call
R
VAULT FLOW RESTRICTOR DETAIL
SCALE: VARIES
NOTES:
1.OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW.
2.METAL PARTS: CORROSION RESISTANT.
NON-GALVANIZED PARTS PERFERRED.
GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1.
3.FRAME AND LADDER OR STEPS OFFSET SO:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB-DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.
C. FRAME IS CLEAR OF CURB.
4.IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO
HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4".
5.PROVIDE AT LEAST ONE 3" X 9 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE
WALL WITH 5/8 IN. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED SUPPORTS
2 IN. INTO M/H WALL. (MAXIMUM 3'-0" VERTICAL SPACING)
6.LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE
AS SHOWN.
ELBOW RESTRICTOR DETAIL
SCALE: NTS2"MIN.6"MIN.6"
MAX
PLATE WELDED TO ELBOW
WITH ORIFICE AS SPECIFIED
IN SECTION 1-1
REMOVABLE WATERTIGHT
COUPLING OR FLANGE 18" RISER
NOTES:
1.SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM
A48 CLASS 30B AS REQUIRED.
2.GATE SHALL BE 8 IN. DIAM. UNLESS OTHERWISE SPECIFIED.
3.GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING,
OR OTHER SECURE MEANS.
4.LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF
COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD.
5.GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT,
STOP TAB, OR SOME OTHER DEVICE.
6.NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE
FLANGE.
7.MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT.
8.FLANGE MOUNTING BOLTS SHALL BE 3/8 IN. DIAM. STAINLESS STEEL.
9.ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE,
PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT,
10 3/8 IN. BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION.12" CPE-SWOUTLET PIPE3" X 0.90 GAGE PIPE
SUPPORT ANCHORED
TO VAULT
18" RISER
4" ELBOW
RESTRICTOR (TYP)1160°'
HANDHOLDS,
STEPS OR LADDER
PLAN VIEW
SCALE: NTS
SHEAR GATE DETAIL
SCALE: NTS
LEVEL LINE LEVEL LINESEE NOTE 5
SIX EVENLY SPACED HOLES ON 10
3/8" BOLT CIRCLE FOR BOLTING
TO FLANGE CONNECTION.
FRONT SIDE MAXIMUM OPENING
OF GATE
LIFT HANDLE SHALL
BE ATTACHED PER
MANUFACTURER'S
RECOMMENDATIONS.
HANDLE WITH
LOCK PIN
ADJUSTABLE LOCK HOOK
WITH LOCK SCREW.
1" ROD OR TUBING,
VARIABLE LENGTH.
LIFT HANDLE
SECTION 1-1
SCALE: NTS
4" ELBOW RESTRICTOR
ORIFICE #2 - DIA. 1.1"
IE 432.60
WQ ELEV = 429.30
DETENTION ELEV = 433.80
TOP OF RISER 0.5'(MIN.)1.5'
(1.5xD MIN.)
SHEAR GATE W/ CONTROL ROD
SEE DETAIL BELOW
18" RISER
3" X 0.90 GAGE
PIPE SUPPORT
ANCHORED TO
VAULT
12" CPE-SW
OUTLET PIPE
RESTRICTOR PLATE
ORIFICE #1 - DIA. 0.51"
IE 327.30 2' (MIN)CITY OF RENTON
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
CONTACT
phone: 253-301-4157
fax: 253-336-3950
beylerconsulting.com
BEYLER
CONSULTING
OFFICE
7602 Bridgeport Way W
Lakewood, WA 98499
SHEAR GATE W/
CONTROL ROD BENT
TO HOOK ON STEP
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.ted-40-3924boun short platu16-006297lua16-000124pr16-000243add the following std. plans to the plan set:
204.10 - rectangular solid metal cover
204.50 - storm round frame and cover
220.00 - pipe compaction design and backfill
225.10 - typical private roof drain collection system cross section
0.53"427.30
this should be
432.86 to be 3.56'
above outlet per
kcrts sizing in tir.
BOUN SHORT PLATGRADING/PAVING/STORMWATER COR STANDARD DETAILS
LUA16-000124, SHPL-A, U16-006297
CONSTRUCTION PLANS
BOUN SHORT PLATTED-39-2409CITY OF RENTON
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
CONTACT
phone: 253-301-4157
fax: 253-336-3950
beylerconsulting.com
BEYLER
CONSULTING
OFFICE
7602 Bridgeport Way W
Lakewood, WA 98499
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.ted-40-3924boun short platu16-006297lua16-000124pr16-000243
BOUN SHORT PLATGRADING/PAVING/STORMWATER COR STANDARD DETAILS
LUA16-000124, SHPL-A, U16-006297
CONSTRUCTION PLANS
BOUN SHORT PLATTED-39-2410CITY OF RENTON
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
CONTACT
phone: 253-301-4157
fax: 253-336-3950
beylerconsulting.com
BEYLER
CONSULTING
OFFICE
7602 Bridgeport Way W
Lakewood, WA 98499
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.ted-40-3924boun short platu16-006297lua16-000124pr16-000243add the following std. plan to the plan set:
wsdot f-40.15-03 - perpendicular curb ramp
LOT 5
5,731 SF
LOT 7
6,553 SF
LOT 6
5,718 SF
TRACT A
7,277 SF
S
S
~
20+00 21+00 21+94
4344364
3
8438
438434
2+003+004+0051+0052+00420
425
430
435
440
445
450
455
420
425
430
435
440
445
450
455
51+00 52+00 52+70437.6437.4437.32437.3437.09437.3436.87437.8436.68438.1436.56437.9436.49437.8436.48437.7436.53437.6436.63436.9436.8025.00%1.15%1.00%
PVI STA: 51+68.15
PVI ELEV: 436.077
K: 69.68
LENGTH: 150.00
LOW POINT STA: 51+73.47
LOW POINT ELEV: 436.48
BVC STA: 50+93.15BVC ELEV: 436.94EVC STA: 52+43.15EVC ELEV: 436.83GRADE BREAK STA = 50+49.26ELEV = 437.45GRADE BREAK STA = 52+54.19ELEV = 436.94GRADE BREAK STA = 52+56.71ELEV = 436.31PIPE CROSSING TABLE
PIPE
CROSSING #
1
2
3
4
5
6
FG ELEV:
437.1±
436.6±
436.6±
436.6±
436.7±
433.3±
TOP PIPE SIZE/
NETWORK
WATER/8"
WATER/8"
WATER/8"
WATER/8"
WATER/8"
WATER/8"
BOTTOM OF
TOP PIPE
433.3
432.7
432.7
432.7
432.8
429.1
BOTTOM PIPE SIZE/
NETWORK
SEWER/6"
SEWER/6"
STORM/6"
SEWER/6"
SEWER/6"
SEWER/8"
TOP OF
BOTTOM PIPE
431.6
432.0
430.8
432.2
432.3
422.5
APPROX.
VERTICAL
SEPARATION
1.7'
0.7'
1.9'
0.5'
0.5'
6.6'104+00BOUN SHORT PLATWATER PLAN & PROFILE
LUA16-000124, SHPL-A, U16-006297
CONSTRUCTION PLANS
BOUN SHORT PLATWTR-39-2401CITY OF RENTON
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
CONTACT
phone: 253-301-4157
fax: 253-336-3950
beylerconsulting.com
BEYLER
CONSULTING
OFFICE
7602 Bridgeport Way W
Lakewood, WA 98499
Know what's below.
before you dig.Call
R
SURVEY DATUM
VERTICAL DATUM:
NAVD88
BENCHMARK:
CITY OF RENTON BENCHMARK #RENT159
BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE
TOP OF MONUMENT CASE AND COVER IN THE CENTER OF
THE INTERSECTION AT NE 12TH ST AND UNION AVE NE
ELEVATION=415.961
HORIZONTAL BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF NE 10TH STREET
BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER
CITY OF RENTON SHORT PLAT RECORDED UNDER
RECORDING NUMBER 20120110900001
N 88°30'08" W
EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD FIELD
TRAVERSE METHODS FOR CONTROL AND STAKING.
PROPOSED STORM MAIN (TYP)
(SEE SHEET C4 FOR DETAILS)
PC3
PC2
PC1
PC6
EX. SSMH #5169, TYPE 1-48"
RIM 433.40
8" IE 422.94 (IN-N)
8" IE 422.88 (OUT-S)
(FIELD VERIFIED)
(REF #S-332504)
APPROX. LOCATION OF 8" D.I.
WATER MAIN (TYP)
(LOCATION PER REC # W-332501)
EX. 282 LF - 8" PVC SDR-35
SEWER MAIN @ S=0.926%
(REF #S-332504)
APPROX. LOCATION OF 4" D.I.
WATER MAIN (K.C. WD 90)(TYP)
(REF. REC # R-338610 FOR
GENERAL LOCATION)
LOT 1
FFE 438.50
LOT 2
FFE 438.00
LOT 3
FFE 438.50
LOT 4
FFE 438.00
LOT 5
FFE 437.50
LOT 6
FFE 437.00
LOT 7
FFE 437.50
75± LF - 8"
CL-52 D.I.P.
POINT OF CONNECTION #1
STA 50+43.12, 7.83' R
8" - 22.5° D.I. BEND (MJxFL)
1 - 8" GATE VALVE (FLxMJ)
W/ THRUST BLOCKING
CONNECTION TO EXISTING MAIN SHALL
BE PER CITY OF RENTON DETAIL 300.5
PROPOSED SEWER MAIN (TYP)
(SEE SHEET C14 FOR DETAILS)STA 51+18.05, 4.25' R
1 - 8" D.I. 22.5° BEND (MJ)
W/ THRUST BLOCKING
POINT OF CONNECTION #2
STA 2+91.08, 19.91' L
8" TAPPING TEE (MJ X FL)
W/ (1) 8" TAPPING VALVE (FL X MJ)
PER C.O.R. DETAIL 300.1
W/ THRUST BLOCKING CHELAN PLACE NE16'
103± LF - 8"
CL-52 D.I.P.
PROPOSED 1" WATER METER (TYP)
(SEE METER BOX LOCATION TABLE
THIS SHEET FOR LOCATION DETAILS)
STA 52+54.19, 5.00' R
INSTALL TEMPORARY 8"X8" VERTICAL CROSS (MJXMJ) FOR
REMOVAL OF POLYPIGS PER CITY OF RENTON STD. PLAN 300.6
AFTER COMPLETION OF POLYPIG CLEANING/DEBRIS REMOVAL
INSTALL 1 - 8" D.I. CAP (MJ) W/ 2" TAP X 2" TEMPORARY
BLOW-OFF ASSEMBLY PER C.O.R. STANDARD DETAIL 340.2
PC4
PC5
BEGIN WATER MAIN EXTENSIONSTA 50+43.12, 7.83' R8" - 22.5° D.I. BEND (MJ)IE 434.0±STA 51+18.05, 4.25' R8" 22.5° D.I. BEND (MJ)IE 433.1±PROPOSED SEWER
MAIN EXTENSION
(SEE SHEET C14.0
FOR DETAILS)
PROPOSED STORM
MAIN (TYP)
(SEE SHEET C4.0
FOR DETAILS)END WATER MAIN EXTENSIONSTA 52+54.00, 5.00' R8" D.I. CAP (MJ)W/ 2" TAP X 2" BLOW-OFF ASSEM.PER C.O.R. STD. DETAIL 340.1IE 433.5±EXISTING GRADE @
RIGHT OF WAY
CENTERLINE (TYP)
PROPOSED GRADE @
RIGHT OF WAY
CENTERLINE (TYP)
EXISTING GRADE @
RIGHT OF WAY
CENTERLINE (TYP)
PROPOSED GRADE @
RIGHT OF WAY
CENTERLINE (TYP)
PIPE CROSSING #1
SEE TABLE THIS SHEET
PIPE CROSSING #2
SEE TABLE THIS SHEET
PIPE CROSSING #2
SEE TABLE THIS SHEET
PIPE CROSSING #3
SEE TABLE THIS SHEET
PIPE CROSSING #4
SEE TABLE THIS SHEET
PIPE CROSSING #5
SEE TABLE THIS SHEET
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY
AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS
REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE
CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. BEYLER CONSULTING ASSUMES NO LIABILITY FOR THE
LOCATION OF UNDERGROUND UTILITIES.CHELAN AVE NEWATER METER BOX LOCATION TABLE
LOT #ALIGNMENT STATION OFFSET
LOT 1 CHELAN PLACE NE 51+00.11 9.3' R
LOT 2 CHELAN PLACE NE 51+04.61 9.1' R
LOT 3 CHELAN PLACE NE 52+03.65 8.0' R
LOT 4 CHELAN PLACE NE 52+03.65 8.0' R
LOT 5 CHELAN PLACE NE 52+08.71 8.0' L
LOT 6 CHELAN PLACE NE 52+06.71 8.0' L
LOT 7 CHELAN PLACE NE 51+51.71 8.0' L
20 10 0 20 40
SCALE: 1" = 20'
WATER PLAN
SCALE:HORIZONTAL:1"=20'
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
STA 3+04.15, 4.38' R
8" - 90° D.I. BEND (MJ)
W/ THRUST BLOCKING
33± LF - 8"
CL-52 D.I.P.
EX 4" KCWD 90 WATER MAIN.
(PROTECT IN PLACE)
STA 4+04.35, 7.00' L
INSTALL TEMPORARY 8"x8" VERTICAL CROSS (MJxMJ) FOR
REMOVAL OF POLYPIGS PER CITY OF RENTON STD. PLAN 300.6
AFTER COMPLETION OF POLYPIG CLEANING/DEBRIS REMOVAL
INSTALL 1 - 8" D.I. CAP (MJ) W/ 2" TAP X 2" TEMPORARY
BLOW-OFF ASSEMBLY PER C.O.R. STANDARD DETAIL 340.2
100± LF - 8"
CL-52 D.I.P.
28± LF - 8"
CL-52 D.I.P.
1.ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEE, AND VERTICAL BENDS SHALL BE PER CITY OF
RENTON STD. PLANS 330.2 AND 330.3.
2.WATER MAIN PIPES IN CHELAN PLACE NE (ALLEY) SHALL BE DUCTILE IRON CL-52 TYTON JOINT (PUSH-ON)
PIPE WITH RESTRAINED HARNESS AT BELLS EQUAL TO MEGALUG SERIES 1700 OR ROMAGRIP 600 SERIES
OR APPROVED EQUAL OR WATER MAIN PIPES SHALL BE MECHANICAL JOINT PIPES WITH RESTRAINED
RETAINER GLANDS EQUAL TO MEGALUG 1100 SERIES OF ROMAGRIP OR APPROVED EQUAL.
3.ALL FITTINGS SHALL BE MECHANICAL JOINT WITH RESTRAINED RETAINER GLANDS AND WITH CONCRETE
BLOCKING PER CITY OF RENTON STANDARD PLANS.
GENERAL CONSTRUCTION NOTES
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM,
REFERENCE 7-B
1.ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST
EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS,
AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE
RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED
PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
CONSTRUCTION.
2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT
(425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND
911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN
THE RIGHT OF WAY.
3.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. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS
800-424-5555.
4.AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE
SUBMITTED AT THE PRE-CONSTRUCTION MEETING.
5.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN
VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS
OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED
ON THE PLANS.
6.ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE
CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION,
THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING
SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS
TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C.
ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE
WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS.
7.CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED,
PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH
ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN
ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3
TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE
FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA
C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH
TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS
AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH
ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA
C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE
PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE
WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE
FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH
AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE
WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF
ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE
CONTRACTOR AND TRANSMITTED TO THE OWNER.
8.GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE
DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX
(AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES
SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE
OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER
COMPANY NO. A2380 OR M & H.
9.FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE
PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE)
CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL
JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH,
TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD
THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER
NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60
DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875
AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH
PENTAGON OPERATING NUT OPENED BY TURNING COUNTER
CLOCKWISE (LEFT).
10.THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST
IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN
AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE
FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER
TIGHTNESS UNDER TEST PRESSURES.
11.THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ
ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ
ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM
ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE
NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE
TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE
SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO
HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL,
AIRCRAFT CABLE.
12.FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT.
PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR
APPROVED EQUAL.
13.PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14.FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON
STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
15.ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A
MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL
WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48
INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR,
WATERMAINS ARE TO BE LOWERED TO CLEAR.
16.ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE
CLEANED WITH PIPE CLEANING “PIGS” PRIOR TO
DISINFECTION. THE “POLY PIGS” SHALL BE GIRARD INDUSTRIES
AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM
WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR
OF “PIG” ONLY.
17.“PIGS” SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE
END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
18.ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A
MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN
ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON
AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE
TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE
OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE
MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS
LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS
7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI
DURING THE 2 HOUR TEST PERIOD.
19.ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE
INJECTION OF A 50 PPM (MINIMUM CONCENTRATION)
CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL
NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE
METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR
7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED
ABOVE.
20.A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY
CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS
REQUIRED FOR SCHEDULING.
21.TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION.
22.IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO SECURE ALL
NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
23.INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND
METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS,
METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF
FEES HAVE BEEN MADE TO THE CITY OF RENTON.
24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY
THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY
APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM
THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND
MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE
ON-SITE PRIOR TO CITY NOTIFICATIONS.
25.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE
CITY OF RENTON. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY
TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR,
AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS.
26.CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF
ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL
TIE-IN.
27.ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS,
ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING
COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING
BY THE PUBLIC WORKS DEPARTMENT.
28.ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A
MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE
SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB,
GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A
MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING
EXPANSION JOINT.
29.A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE
DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO
BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR
SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. *
30.FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE
USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE
80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE
80 PVC PIPE UNDER IMPROVED AREAS.
WATER UTILITY NOTES AND SPECIFICATIONS
EXISTING 8" VERTICAL CROSS (MJ)
WITH 8" PLUGS (MJ) (2 EACH)
WITH 2" BLOW OFF ASSEMBLY
TO BE REMOVED
75± LF - 8" D.I.P. CL-52
STA 52+21.65, 5.0' R
INSTALL 8" GATE VALVE (MJ)
IE 433.3±
36" (MIN.)
STA 52+21.65, 5.0' R
INSTALL 8" GATE VALVE (MJ)
103± LF - 8" D.I.P. CL-52 33± LF - 8" D.I.P. CL-52
DUVALL AVE NE HYDRANT INSTALLATION PLAN
SCALE:HORIZONTAL:1"=20'
APPROX. LOCATION
OF EX. 16" WATER
MAIN (PER W-2950)
POINT OF CONNECTION #3
16x8 TAPPING TEE (MJ X FL)
W/ (1) 8" TAPPING VALVE (FL X MJ)
PER C.O.R. DETAIL 300.1
W/ THRUST BLOCKING
58± LF - 8" D.I.P. CL-52
8" D.I. TEE (MJ X FL)
WITH PLUGGED END
W/ (1) 8" GATE VALVE (FL X MJ)
W/ THRUST BLOCKING
8± LF - 8"
CL-52 D.I.P.
INSTALL HYDRANT ASSEMBLY
PER COR 310.1 WITH
PROTECTIVE BOLLARDS
18" (MIN.)
EXISTING EDGE OF ASPHALT
*
*
* ETHAFOAM PAD REQUIREDwtr-27-3924boun short platu16-006297lua16-000124pr16-000243both fittings
should be mj x
mj with pe x pe
di spool piece
c13
min. 3' cover
both fittings should
be mj x mj with pe x pe
di spool piece
show be center
of meter box
340.2
water profiles are required for the extension in
chelan avenue ne and the crossing of duvall
avenue Ne for the new hydrant. include profiles
with plan resubmittal.
specify scale for profile
min. 3' cover
per 30% duvall avenue ne capital
improvement project plans, the new
face of curb along the western
frontage of duvall avenue ne will
be set approximately 32.5' from the
roadway centerline. the platner
strip is behind the curb and is 3.5'
wide in this area. set the new
hydrant at 35' from the roadway
centerline to give a 2' clearance
from back of future curb. set
flange 8" above current grade to
account for future curb.
33 ft
adjust hydrant location
as described below.show stationing
from centerline of
duvall avenue ne.
add note:
see sheet c1 for
location of water
crossing and hydrant.
show grading around
hydrant. hydrant can't
be in ditch before city
improves duvall avenue
ne. show 5' x 5'
concrete pad for
hydrant per cor std.
plan 310.1.
BOUN SHORT PLATWATER NOTES & DETAILS
LUA16-000124, SHPL-A, U16-006297
CONSTRUCTION PLANS
BOUN SHORT PLATWTR-39-2402CITY OF RENTON
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
CONTACT
phone: 253-301-4157
fax: 253-336-3950
beylerconsulting.com
BEYLER
CONSULTING
OFFICE
7602 Bridgeport Way W
Lakewood, WA 98499
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.wtr-27-3924boun short platu16-006297lua16-000124pr16-000243use 340.2
LOT 55,731 SF5,718 SFTRACT A7,277 SFS21+94438438
50+00
51+00
52+00
SSMH #1, TYPE 1-48"
STA 51+14.18, 7.66' L
RIM 437.37
EX. SSMH #5552, TYPE 1-48"
STA 50+41.83, 1.41' L
RIM 437.54
72 LF - 8" PVC SDR-35
136 LF - 8" PVC SDR-35
6 LF - 8" PVC SDR-35
SSMH #2, TYPE 1-48"
STA 52+48.56, 6.00' L
RIM 437.00
420
425
430
435
440
445
450
455
420
425
430
435
440
445
450
455
51+00 52+00 52+70437.6437.4437.32437.3437.09437.3436.87437.8436.68438.1436.56437.9436.49437.8436.48437.7436.53437.6436.63436.9436.802
5
.
0
0%
1.15%1.00%
PVI STA: 51+68.15
PVI ELEV: 436.077
K: 69.68
LENGTH: 150.00
LOW POINT STA: 51+73.47
LOW POINT ELEV: 436.48
BVC STA: 50+93.15BVC ELEV: 436.94EVC STA: 52+43.15EVC ELEV: 436.83GRADE BREAK STA = 50+49.26ELEV = 437.45GRADE BREAK STA = 52+54.19ELEV = 436.94GRADE BREAK STA = 52+56.71ELEV = 436.31 SSMH #1, TYPE 1-48"
STA 51+14.18, 7.66' L
8" IE 430.95 (IN-N)
8" IE 430.85 (OUT-SE)
(PER CITY OF RENTON STD 400.2 -
SHALLOW MANHOLES)
RIM 437.37
SSMH #2, TYPE 1-48"
8" IE 431.73 (IN-N)
8" IE 431.63 (OUT-S)
(PER CITY OF RENTON STD 400.2 -
SHALLOW MANHOLES)
RIM 437.00
STA 52+48.56, 6.00' L
72 LF - 8" PVC SDR-35
@ S=0.50%
136 LF - 8" PVC SDR-35
@ S=0.50%
EX. SSMH #5552, TYPE 1-48"
STA 50+41.83, 1.41' L
6" IE 430.33 (IN-N) (TO BE REMOVED)
8" IE 430.49 (IN-NW) (NEW)
CORE DRILL & RECHANNEL MANHOLE
8" IE 430.39 (OUT-S)
LADDER NORTHEAST
RIM 437.54
6 LF - 8" PVC SDR-35
@ S=0.65% (STUB W/ CAP)
PIPE CROSSING TABLE
PIPE
CROSSING #
7
8
9
FG ELEV:
437.3±
437.2±
436.6±
TOP PIPE SIZE/
NETWORK
SEWER/8"
SEWER/8"
SEWER/8"
BOTTOM OF
TOP PIPE
430.6
430.7
431.1
BOTTOM PIPE SIZE/
NETWORK
STORM/12"
STORM/12"
STORM/6"
TOP OF
BOTTOM PIPE
429.5
430.1
430.6
APPROX.
VERTICAL
SEPARATION
1.1'
0.6'
0.5'BOUN SHORT PLATSEWER PLAN & PROFILE
LUA16-000124, SHPL-A, U16-006297
CONSTRUCTION PLANS
BOUN SHORT PLATWWP-39-2401CITY OF RENTON
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
CONTACT
phone: 253-301-4157
fax: 253-336-3950
beylerconsulting.com
BEYLER
CONSULTING
OFFICE
7602 Bridgeport Way W
Lakewood, WA 98499
Know what's below.
before you dig.Call
R
CHELAN PLACE NE SEWER PROFILE
SCALE:HORIZONTAL:1"=20'
VERYTICAL:1"=5'
PROPOSED STORM MAIN (TYP)
(SEE SHEET C4 FOR DETAILS)
LOT 1
FFE 438.50
LOT 2
FFE 438.00
LOT 3
FFE 438.50
LOT 4
FFE 438.00
CHELAN PLACE NE
PROPOSED STORM
MAIN (TYP)
(SEE SHEET C4.0
FOR DETAILS)
EXISTING GRADE @
RIGHT OF WAY
CENTERLINE (TYP)
PROPOSED GRADE @
RIGHT OF WAY
CENTERLINE (TYP)
EXISTING GRADE @
RIGHT OF WAY
CENTERLINE (TYP)
PROPOSED GRADE @
RIGHT OF WAY
CENTERLINE (TYP)
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR
ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING
ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
LOT 5
FFE 437.50
LOT 6
FFE 437.00
LOT 7
FFE 437.50
16'8" PVC CAPACCESS EASEMENTPROPOSED WATER MAIN
(SEE SHEET C12 FOR DETAILS)
SSCO #1
RIM 437.6
50+77.48, 20' R
6" IE 431.24 (IN-OUT)
LOT 1 STUB
MAIN IE 430.68 LOT 7 STUB
MAIN IE 431.06
LOT 2 STUB
MAIN IE 431.08 LOT 6 STUB
MAIN IE 431.24
LOT 3 STUB
MAIN IE 431.33
LOT 4 STUB
MAIN IE 431.43
LOT 5 STUB
MAIN IE 431.44
PROPOSED WATER
MAIN (TYP)
(SEE SHEET C12.0
FOR DETAILS)
8" PVC CAP
PC7
PC8
PC9
PIPE CROSSING #7 & 8
SEE TABLE THIS SHEET PIPE CROSSING #9
SEE TABLE THIS SHEET
SSCO #7
RIM 437.1
51+42.71, 18' L
6" IE 431.38 (IN-OUT)
SSCO #2
RIM 437.4
51+46.09, 18' R
6" IE 431.56 (IN-OUT)
SSCO #6
RIM 436.8
51+78.47, 18' L
6" IE 431.56 (IN-OUT)
SSCO #5
RIM 437.2
52+17.71, 18' L
6" IE 431.76 (IN-OUT)
SSCO #3
RIM 437.7
51+96.66, 18' R
6" IE 431.81 (IN-OUT)
SSCO #4
RIM 437.4
52+16.11, 18' R
6" IE 431.91 (IN-OUT)
CHELAN PLACE NE SEWER PLAN
SCALE:HORIZONTAL:1"=20'
20 10 0 20 40
SCALE: 1" = 20'
1.ALL WORK AND WORK MATERIAL SHALL BE IN
CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND
THE LATEST EDITION OF THE WSDOT/APWA STANDARDS
AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY
THE CITY OF RENTON IN THE RENTON STANDARD PLANS &
SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE
KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL
BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS
OTHERWISE APPROVED IN WRITING BY THE
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN
APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED
PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF
WAY.
3.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.
4.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
PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL
BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF
RENTON.) IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS
INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
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.
6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
OBTAIN STREET USE AND ANY OTHER RELATED PERMITS
PRIOR TO ANY CONSTRUCTION.
7.PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS
DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER
PLANS.
8.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB
SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON
WITH AN AS-BUILT DRAWING OF THE SANITARY SEWER
SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A
LICENSED PROFESSIONAL ENGINEER OR LICENSED
PROFESSIONAL SURVEYOR.
10.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF
THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6
INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY
TAMPING 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 PIPE SHALL BE THE SAME AS DESCRIBED.
11.OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON
EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH
CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
OTHERWISE APPROVED BY
12.DATUM FOR VERTICAL CONTROL SHALL BE NORTH
AMERICAN VERTICAL DATUM 1988 METERS, AND FOR
HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM
1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE
CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE
BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
13.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED
OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE
DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION
AFTER THE COMPLETION OF CONSTRUCTION.
14.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A
PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
THE STANDARDS AND SPECIFICATIONS OF THE CITY OF
RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT
AND THE LATEST EDITION OF THE WSDOT/APWA
STANDARDS AND SPECIFICATIONS, AS APPROVED AND
MODIFIED BY THE CITY OF RENTON IN THE RENTON
STANDARD PLANS & SPECIFICATIONS. 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. PIPE BEDDING SHALL BE PEA
GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
15.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE
(PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR
DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED
BY THE WASTEWATER UTILITY.
16.IN UNIMPROVED AREAS, MANHOLE TO EXTEND
MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE OR MUST HAVE MINIMUM 2’ DIAMETER
CONCRETE RING POURED AT GRADE. IN PAVED AREA,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SANITARY SEWER NOTES AND SPECIFICATIONS
24 LF - 6" PVC SDR-35
@ 2% (MIN.)
24 LF - 6" PVC SDR-35
@ 2% (MIN.)
28 LF - 6" PVC SDR-35
@ 2% (MIN.)
12 LF - 6" PVC SDR-35
@ 2% (MIN.)
12 LF - 6" PVC SDR-35
@ 2% (MIN.)
12 LF - 6" PVC SDR-35
@ 2% (MIN.)
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
SURVEY DATUM
VERTICAL DATUM:
NAVD88
BENCHMARK:
CITY OF RENTON BENCHMARK #RENT159
BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE
TOP OF MONUMENT CASE AND COVER IN THE CENTER OF
THE INTERSECTION AT NE 12TH ST AND UNION AVE NE
ELEVATION=415.961
HORIZONTAL BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF NE 10TH STREET
BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER
CITY OF RENTON SHORT PLAT RECORDED UNDER
RECORDING NUMBER 20120110900001
N 88°30'08" W
EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD FIELD
TRAVERSE METHODS FOR CONTROL AND STAKING.
24 LF - 6" PVC SDR-35
@ 2% (MIN.)
(FIELD VERIFIED)TYPICAL PIPE DIMENSION NOTE
THE PIPE DIMENSIONS SHOWN ARE MEASURED FROM
CENTER OF STRUCTURE TO CENTER OF STRUCTUREwwp-27-3924boun short platu16-006297lua16-000124pr16-000243use ethafoam pad here
BOUN SHORT PLATSEWER NOTES & DETAILS
LUA16-000124, SHPL-A, U16-006297
CONSTRUCTION PLANS
BOUN SHORT PLATWWP-39-2402CITY OF RENTON
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
APPROVED BY:______________________________DATE:__________
CONTACT
phone: 253-301-4157
fax: 253-336-3950
beylerconsulting.com
BEYLER
CONSULTING
OFFICE
7602 Bridgeport Way W
Lakewood, WA 98499
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.wwp-27-3924boun short platu16-006297lua16-000124pr16-000243