HomeMy WebLinkAbout16-206 Boun Short Plat Utility Permit Plans 2016.11.21LOT 4
5,966 SF
LOT 5
5,658 SF
LOT 6
5,638 SF
LOT 7
6,453 SF LOT 2
5,751 SF
LOT 1
5,098 SF
LOT 3
5,893 SF
TRACT A
7,253 SF
MB
MB
S
S
~
20+00 21+00 21+96
4344364384384384342+003+004+004+2451+0052+0053+0053+07102+00103+00104+00105+00N00°04'29"W200.08'S88°30'08"E 299.77'
159.00'91.75'N00°04'29"W148.05'S88°34'52"E
18.01'
S88°34'52"E 256.49'N00°00'19"W200.75'110.04'20.01'117.94'N00°00'19"W50.70'N00°00'19"W50.02'N00°00'19"W50.02'N00°00'19"W50.02'N00°04'29"W46.91'N89°55'31"E 135.79'
S88°30'08"E 117.82'
N89°55'31"E 110.00'
N89°55'31"E 119.77'
S88°30'08"E 117.88'C3C4C5N89°55'31"E 119.77'N89°55'31"E 119.77'N00°04'29"W27.98'N00°04'29"W50.54'N00°04'29"W50.02'N00°04'29"W50.00'N00°04'29"W50.00'N00°04'29"W29.05'S88°30'08"E
90.41'
S88°30'08"E
20.00'
C
7C8C9N00°04'29"W52.87'C10C11C1220.01'C1C225.51'N00°04'29"W348.43'N00°04'29"W55.97'17.75'38.21'C13C14N00°04'29"W59.88'CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C7
C8
C9
C10
C11
C12
C13
C14
LENGTH
28.04'
49.07'
35.05'
24.71'
17.35'
21.03'
34.88'
21.20'
44.58'
3.85'
48.43'
43.70'
44.58'
RADIUS
40.00'
70.00'
50.00'
60.00'
60.00'
30.00'
80.00'
80.00'
100.00'
100.00'
100.00'
75.00'
76.50'
DELTA
40°09'52"
40°09'52"
40°09'52"
23°35'44"
16°34'07"
40°09'52"
24°59'04"
15°10'48"
25°32'33"
2°12'21"
27°44'55"
33°23'09"
33°23'09"BOUN SHORT PLATCOVERSHEET/OVERALL SITE PLAN
LUA16-000124, SHPL-A
CONSTRUCTION PLANS
BOUN SHORT PLATPPP-SS-TTTTKnow what's below.
before you dig.Call
R
TRACT A (STORMWATER/OPEN SPACE) 7,253 SF
SINGLE FAMILY LOTS 40,455 SF
ROW DEDICATION 9,969 SF
PRIVATE ACCESS EASEMENT (TRACT A) 2,938 SF
TOTAL 57,677 SF
NET BUILDABLE AREA:
57,677 - 9,969 -2,938 = 44,770 SF (1.03 AC)
LAND USE TABLE
SEE SHEET LS-1, LANDSCAPE AND TREE RETENTION PLAN,
PREPARED BY ERIC WILLIAMS, REGISTERED LANDSCAPE
ARCHITECT FOR TREE REMOVAL AND REPLACEMENTDETAILS.
LANDSCAPING
SHEET C1 COVER/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 PLAN/PROFILE
- DUVALL AVE NE
SHEET C7 GRADING/PAVING/STORMWATER NOTES/DETAILS
& TYPICAL ROAD SECTIONS
SHEET C8 STORMWATER DETENTION/WQ VAULT P&P
SHEET C9 STORMWATER NOTES & DETAILS
SHEET C10 GRADING/PAVING/ ROAD NOTES & DETAILS
SHEET C11 GRADING/PAVING/ ROAD NOTES & DETAILS
SHEET C12 WATER PLAN & PROFILE
SHEET C13 WATER NOTES AND DETAILS
SHEET C14 SEWER PLAN & PROFILESHEET C15 SEWER NOTES AND DETAILSSHEET IL1-IL3 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 TOTHE 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 BECOMPLETED PRIOR TO THE RECORDING OF THE SHORTPLAT.
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 THECHELAN AVENUE NE AND DUVALL AVENUE NEFRONTAGES OR A MODIFICATION REQUEST TO REDUCETHE 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 INCLUDEMINIMUM 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 ANDAPPROVED FOR THE PROPOSED WAIVER OF FRONTAGEIMPROVEMENTS 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 THEALLEY (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 PLATMAP.
7. THE WIDTH OF THE ALLEY SHALL BE REVISED TOCOMPLY WITH THE CITY'S ADOPTED STREET
STANDARDS, OR MODIFICATION TO THESE STANDARDS
SHALL BE REQUESTED AT THE TIME OF UTILITY
CONSTRUCTION PERMIT REVIEW.
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:
ACCESS & UTILITY EASEMENT 7,253 SF
ROW DEDICATION 9,969 SF
REMAINING LOT AREA 40,455 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
EAST BASIN
OFFSITE IMPROVEMENTS (DEDICATED ROW)
IMPERVIOUS (SIDEWALK)297 SF
PERVIOUS (LANDSCAPE)112 SF
WEST BASIN
OFFSITE IMPROVEMENTS (CHELAN AVE NE)
IMPERVIOUS (SIDEWALK/ASPHALT) 3,559 SF
PERVIOUS (PLANTER STRIP/LAWN) 1,417 SF
TOTAL 4,976 SF
ONSITE IMPROVEMENTS
DRIVEWAYS (500 SF/LOT)3,500 SF (PGIS)
ASPHALT ACCESS ROADS/ALLEYS 5,820 SF (PGIS)
ROOFTOPS 18,802 SF
PERVIOUS (LAWN/LANDSCAPE) 23,735 SF
TOTAL 51,857 SF (1.19 AC)
TOTAL PGIS 9,320 SF (0.214 AC)
SURFACE AREA CALCULATIONS
EXISTING ASPHALTDUVALL AVE NEVICINITY MAP
N.T.S
SITE
900
HONEY DEWATHLETIC
FIELDS
OLIVER M.HAZEN HIGHSCHOOL
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 #RENT159BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOPOF 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 PERCITY OF RENTON SHORT PLAT RECORDED UNDERRECORDING NUMBER 20120110900001
N 88°30'08" W
EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD FIELD
TRAVERSE METHODS FOR CONTROL AND STAKING.
EXISTINGCONCRETE
THE EAST HALF OF THE SOUTHWEST QUARTER OF THENORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KINGCOUNTY, 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;ANDEXCEPT 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 RENTONMONUMENT #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
3.50'
3.50'
N88°30'08"W
1,626.67'N88°30'08"W 341.54'
(BASIS OF BEARING)N88°30'08"W 185.02'15'5.00'7.5'N00°04'29"W1.28'
N00°04'29"W
0.68'
S43°30'08"E7.07'
N00°04'29"W6.88'
N00°04'29"W
1.55'
PROPOSED 6" STORM LATERAL(SEE SHEET C4 FOR DETAILS)
SDCO (TYP)
CB#1
CB#2
CB#3
CB#5
CB#6
CB#7
CB#8
EX. SSMH#5552
18'
PROPOSED 18'RIGHT OF WAYDEDICATION
23'PROPOSED 23'
RIGHT OF WAYDEDICATION
PROPOSED 20'RIGHT OF WAY
DEDICATION
PROPOSED 3.5'RIGHT OF WAY
DEDICATION
20'
SSMH#1
SSMH#2
EX. BLDG
PROPOSED 15'WATER EASEMENT
20'PROPOSED 20'
ACCESS & UTILITIES
EASEMENT
(PRIVATE STORMWATER,UTILITIES, RECREATION)
PROPOSEDRETAINING WALL(TYP)
PROPOSED
DETENTION/WQVAULT
PROPOSED 16'ALLEY ROADWAY 16'
PROPOSED 10'
UTILITY EASEMENT
(TYP)
10'5'15'5'20'5'10'10'PROPOSED BUILDING
SETBACK LINE(TYP)EX. BLDG10'
PROPOSED 10'LANDSCAPEBUFFER
PROPOSED 10'LANDSCAPE
BUFFER10'
PROPOSED 20'LIMIT ACCESS
RESIDENTIALROADWAY
CHELAN AVE NE15'
5'5'20'CHELAN PL NE11'11'
5'
PROPOSED 11'TRAVEL LANE
PROPOSED 11'TRAVEL LANE
PROPOSED 5'BIKE LANE
PROPOSED 8'
PLANTER STRIP
8'
PROPOSED 8'SIDEWALK
8'
5'20'
PROPOSED 8'
PLANTER STRIP
PROPOSED 5'SIDEWALK
PROJECT INFO
OWNER/CLIENT:
KENT KHNOR
845 106TH AVE, SUITE 200BELLEVUE, WA 98004TEL: 206-715-9826
ENGINEER:
BEYLER CONSULTING
7602 BRIDGEPORT WAY WLAKEWOOD, WA 98499TEL: 253-301-4157
PROPOSED FIREHYDRANT(TYP)
EXISTINGHYDRANT(TYP)
APPROX. LOCATION OFEX. 4" WATER MAIN
(WD 90) (TYP)
30 15 0 30 60
SCALE: 1" = 30'5'20'
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
CB#11
CB#10
CB#9
CITY OF RENTON
MONUMENT #1844
8'
LOT 4
5,966 SF
LOT 5
5,658 SF
LOT 6
5,638 SF
LOT 7
6,453 SF LOT 2
5,751 SF
LOT 1
5,098 SF
LOT 3
5,893 SF
TRACT A
7,253 SF
S
S
~
20+00 21+00 21+96
4344364384384384342+003+004+004+2451+0052+00102+00103+00104+00MB
MB
BOUN SHORT PLATTEMPORARY EROSION AND SEDIMENT CONTROL PLAN (TESC)LUA16-000124, SHPL-A
CONSTRUCTION PLANS
BOUN SHORT PLATPPP-SS-TTTTDUVALL 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 OFEX. 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 LLC1039 CHELAN AVE NE
#1023059472
FISHER, SHERRIE M.
1045 CHELAN AVE NE
#1023059473
APPROX. LOCATION OFEX. 8" WATER MAIN(WD 90) (TYP)
INSTALL CONSTUCTIONENTRANCE PER CITY OF RENTON
STANDARD DETAIL 215.10
(SEE SHEET C3)
INSTALL CATCH BASIN FILTERAFTER INSTALLATION OF ON-SITE
STORMWATER SYSTEM IS
INSTALLED PER CITY OF RENTONSTANDARD DETAIL 216.30 (TYP)(SEE SHEET C3)
INSTALL CATCH BASIN FILTERWITHIN EXISTING CATCH BASINSWITHIN CHELAN AVE NE PER CITY
OF RENTON STANDARD DETAIL
216.30 (TYP)
(SEE SHEET C3)
INSTALL CATCH BASIN FILTER
AFTER INSTALLATION OF OFF-SITESTREET IMPROVEMENTS OF DUVALLAVE NE PER CITY OF RENTONSTANDARD DETAIL 216.30 (TYP)(SEE SHEET C3)
EXISTING TREE TO BE REMOVED(SEE TREE INVENTORY TABLE
THIS SHEET FOR DETAILS/SEE
SHEET TR1 FOR TREEREPLACEMENT DETAILS)(TYP)1
2
3
4
5
6
7
PROPOSED SAWCUT TO INSTALL
NECESSARY OFFSITE ROADIMPROVEMENTS. SEESAWCUTTING/CONCRETEHANDLING NOTE SHEET C3.
(882 SF OF ASPHALT TO BE
REMOVED)
PROPOSED SAWCUT TO INSTALLNECESSARY OFFSITE ROADIMPROVEMENTS. SEE
SAWCUTTING/CONCRETEHANDLING NOTE SHEET C3.(1,766 SF OF ASPHALT TO BEREMOVED)
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 IF REQUIRED.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH
BARRIER, ETC.).
7. CONSTRUCT SEDIMENT PONDS AND TRAPS.
8. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS
(INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.)
SIMULTANEOUSLY WITH CLEARING AND GRADING FOR
PROJECT DEVELOPMENT.
10. MAINTAIN EROSION CONTROL MEASURES IN
ACCORDANCE WITH APPENDIX D OF THE 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 IF
APPROPRIATE.
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 ONROPES WITH A MAXIMUM 10-FOOT GRID SPACING INALL DIRECTIONS. ALL SEAMS SHALL BE TAPED ORWEIGHTED 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 100POUNDS 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 AFTERSEEDING OR IN AREAS WHICH CANNOT BE SEEDEDBECAUSE 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 BEREAPPLIED 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 ORGANICMATTER 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 OFINCORPORATION OF AMENDMENTS NEEDED TO MEETTHE 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 ADEFAULT “PRE-APPROVED” RATE OR AT A CUSTOMCALCULATED RATE.
OPTION 4: IMPORT TOPSOIL MIX OF SUFFICIENT ORGANICCONTENT AND DEPTH TO MEET REQUIREMENTS.
SEE SOIL AMENDMENT QUALITY NOTE ON THIS SHEET FOR
AMENDED GUIDELINES. REFER TO BMP T5.13 IN THEWESTERN 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” AMENDMENTRATES SHALL BE MET USING COMPOST THAT MEETS THEDEFINITION 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, MONDAYTHROUGH FRIDAY UNLESS OTHERWISE APPROVED BY THEDEVELOPMENT SERVICES DIVISION PER RMC SECTION4-4-030.C.2.
CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED TO THEHOURS BETWEEN 7 AM AND 8 PM, MONDAY THROUGHFRIDAY. WORK ON SATURDAYS SHALL BE RESTRICTED TOTHE HOURS BETWEEN 9 AM AND 8 PM. NO WORK SHALL BEPERMITTED ON SUNDAYS.
WORKING HOURS
WITHIN 30 DAYS OF COMPLETION OF GRADING WORK,THE APPLICANT SHALL HYDROSEED OR PLANT ANAPPROPRIATE GROUND COVER OVER ANY PORTION OF THESITE THAT IS GRADED OR CLEARED OF VEGETATION ANDWHERE NO FURTHER CONSTRUCTION WILL OCCUR WITHIN90 DAYS. ALTERNATIVE MEASURES SUCH AS MULCH,SODDING, OR PLASTIC COVERING AS SPECIFIED IN THECURRENT KING COUNTY SURFACE WATER MANAGEMENTDESIGN MANUAL AS ADOPTED BY THE CITY OF RENTONMAY BE PROPOSED BETWEEN THE DATES OF NOVEMBER1ST AND MARCH 31ST OF EACH YEAR. THE DEVELOPMENTSERVICES DIVISION'S APPROVAL THIS WORK ISREQUIRED PRIOR TO FINAL INSPECTION AND APPROVALOF 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)
EXISTINGCONTOUR
(TYP)
CONSTRUCTIONCLEARING
LIMITS (TYP)
EXISTING BUILDING
TO BE DEMOLISHED
FILL VOLUME:1,683 CY
CUT VOLUME:756 CY
APPROX. VAULT EXCAVATION: 2,650 CY (CUT)
NET VOLUME: 1,723 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 THISPROJECT 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, PLEASEVISIT DOE'S WEB SITE AT
HTTP://WWW.ECY.WA.GOV/PUBS/9937.PDF.
NPDES REQUIREMENT NOTE
EXISTING BUILDING ENCROACHMENT.OWNER TO COORDINATE BUILDINGRELOCATION/REMOVAL WITH LONGPARCEL (#1023059332)
UTILITY NOTE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATEONLY 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 CONSULTINGASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
INSTALL SILT FENCE ALONGDOWNHILL PORTION OF SITE,AS NECESSARY PER CITY OF
RENTON STANDARD DETAIL214.00 TO PROTECT ADJACENTPROPERTIES FROM SILT LADEN
STORMWATER RUNOFF (TYP)
(SEE SHEET C3)
INSTALL INTERCEPTOR SWALE (AS
NECESSARY) TO DIRECT
CONSTRUCTION STORMWATER RUNOFFTO TEMPORARY SEDIMENT POND (TYP)
2724'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 211.00ON SHEET C3)
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
BOUN SHORT PLATTESC NOTES & DETAILS
LUA16-000124, SHPL-A
CONSTRUCTION PLANS
BOUN SHORT PLATPPP-SS-TTTTCITY 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 - SITEIMPROVEMENTS, 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 WATERDESIGN 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 FORTHE 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 PREVENTTRANSPORTATION 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 ANDPOTENTIAL FOR ON-SITE EROSION HAS PASSED. THEIMPLEMENTATION, 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 SEASONALCONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THATMORE 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 ANDTO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVEMINIMUM 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 TWODAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH
MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON
(APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELYSTABILIZED 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 WITHIN24 HOURS FOLLOWING A STORM EVENT.
13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BEALLOWED 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 PLASTICCOVERING.
15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS ATEMPORARY 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 FEETABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALLDISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICHONES 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.
EROSION CONTROL NOTES
BMP: CONCRETE HANDLING
(REFERENCE 2005 WASHINGTON STATE DOE STORMWATER MANUAL)PURPOSE: CONCRETE WORK CAN GENERATE PROCESS WATER AND SLURRY THATCONTAIN FINE PARTICLES AND HIGH pH, BOTH OF WHICH CAN VIOLATE
WATER QUALITY STANDARDS IN THE RECEIVING WATER. THIS BMP ISINTENDED TO MINIMIZE AND ELIMINATE CONCRETE PROCESS WATERAND SLURRY FROM ENTERING WATERS OF THE STATE.
DESIGN: CONCRETE TRUCK CHUTES, PUMPS AND INTERNALS SHALL BE WASHEDOUT ONLY INTO FORMED AREAS AWAITING INSTALLATION OFCONCRETE 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 WASHWATERIN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACEWATER QUALITY STANDARDS.
UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BERETURNED TO THE ORIGINATING BATCH PLANT FOR RECYCLING.
HAND TOOLS SHALL BE WASHED OFF ONLY INTO FORMED AREASAWAITING INSTALLATION OF CONCRETE OR ASPHALT.
EQUIPMENT THAT CANNOT BE EASILY MOVED, SUCH AS CONCRETEPAVERS, SHALL BE WASHED IN AREAS THAT DO NOT DIRECTLY DRAINTO A NATURAL OR CONSTRUCTED STORMWATER CONVEYANCES.
WASHDOWN FROM AREAS SUCH AS CONCRETE AGGREGATEDRIVEWAYS SHALL NOT DRAIN DIRECTLY TO NATURAL OR
CONSTRUCTED STORMWATER CONVEYANCES.
(REFERENCE 2005 WASHINGTON STATE DOE STORMWATER MANUAL)PURPOSE: SAWCUTTING AND SURFACING OPERATIONS GENERATE SLURRY ANDPROCESS WATER THAT CONTAINS FINE PARTICLES AND HIGH pH
(CONCRETE CUTTING), BOTH OF WHICH CAN VIOLATE WATER QUALITYSTANDARDS IN THE RECEIVING WATER. THIS BMP IS INTENDED TOMINIMIZE AND ELIMINATE CONCRETE PROCESS WATER AND SLURRYFROM 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 QUALITYSTANDARDS.
DO NOT DRAIN PROCESS WATER THAT IS GENERATED DURINGHYDRO-DEMOLITION, SURFACE ROUGHENING, OR SIMILAR OPERATIONSTO ANY NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE. DISPOSEOF 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 CAUSECONTAMINATION OF WATER. IF THE AREA IS SWEPT WITH A PICK-UPSWEEPER, 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.
S50+00
51+00
52+0021+0021+96437
438
439
437437CB# 4
9 LF - 12"@ S=2.20%
64 LF - 12" PVC SDR-35
@ S=1.00%
CB# 6
23 LF - 6" PVC SDR-35@ S=10.88%
37 LF - 6" PVC SDR-35@ S=2.14%
22 LF - 6" PVC SDR-35@ S=2.23%
37 LF - 6" PVC SDR-35@ S=2.15%
17 LF - 6" PVC SDR-35@ S=2.34%
23 LF - 6" PVC SDR-35@ S=2.20%
39 LF - 6" PVC SDR-35@ S=7.18%
26 LF - 6" PVC SDR-35@ S=9.80%
39 LF - 6" PVC SDR-35@ S=7.18%
SDCO #7,STA 52+12.71, 25.00 LTOP 437.336" IE 432.9 (IN-OUT)
SDCO #6,STA 51+73.47, 25.00 LTOP 436.926" IE 432.1 (IN-OUT)
SDCO #8,STA 51+47.71, 25.00 LTOP 436.936" IE 432.6 (IN-OUT)
SDCO #2,STA 52+11.11, 25.00 RTOP 437.336" IE 432.9 (IN-OUT)
SDCO #1,STA 51+73.47, 25.00 RTOP 437.306" IE 432.1 (IN-OUT)
SDCO #3,STA 51+51.09, 25.00 RTOP 436.936" IE 432.6 (IN-OUT)
SDCO #4,STA 51+06.11, 22.56 RTOP 436.996" IE 433.4 (IN-OUT)
SDCO #5,STA 50+79.59, 26.92 RTOP 438.226" 433.8 (IN-OUT)
21 LF - 12" PVC SDR-35
@ S=6.03%
CB# 3
420
425
430
435
440
445
450
455
460
420
425
430
435
440
445
450
455
460
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+68.15PVI ELEV: 436.077K: 69.68LENGTH: 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+56.71ELEV = 436.31GRADE BREAK STA = 52+54.19ELEV = 436.942.6%
64 LF - 12" PVC SDR-35
@ S=1.00%
9 LF - 12" PVC SDR-35@ S=2.20%
CB# 6, TYPE 2-48" STA 51+73.47, 0.00'
6" IE 429.60 (IN-E)
6" IE 429.60 (IN-W)
12" IE 429.43 (OUT-S)
RIM 436.48
CB# 4, TYPE 2-48"
STA 51+05.42, 0.39' L
12" IE 428.79 (IN-W) 12" IE 428.79 (IN-N)
12" IE 428.79 (OUT-S)
RIM 436.84 CB# 3, TYPE 2-48" STA 50+84.68, 12.25' L
12" IE 427.50 (IN-N)
12" IE 427.50 (OUT-W)
RIM 437.18
(8"PVC N,S)
S51+002+0020+00 21+00 21+96437438439
435433434436437438439CB# 1
CB# 2
CB# 5 CB# 4
8 LF - 12" PVC SDR-35@ S=1.01%
41 LF - 12" PVC SDR-35
@ S=1.06%
25 LF - 12" PVC SDR-35@ S=1.03%
EX. CB #4 (PER R-332511)
BW/A: 433.50
BW/A: 433.35
120 LF - 12" PVC SDR-35
@ S=2.67%
TOE: 432.68TOP: 433.18 TOE: 432.96TOP: 436.30 TOE: 434.26TOP: 436.30 TOE: 435.80TOP: 436.30 21 LF - 12" PVC SDR-35@ S=6.03%CB# 3
420
425
430
435
440
445
450
455
420
425
430
435
440
445
450
455
20+00 21+00 22+00 22+20432.9432.5432.2435.33433.3437.50434.3438.93435.0439.61435.5439.54436.1438.74436.8437.68437.413.27%
5.33%GRADE BREAK STA = 20+25.50ELEV = 433.42GRADE BREAK STA = 21+74.77ELEV = 436.89PVI STA: 20+86.92PVI ELEV: 441.569K: 5.38LENGTH: 100.00HIGH POINT STA: 21+08.28HIGH POINT ELEV: 439.67
BVC STA: 20+36.92BVC ELEV: 434.94EVC STA: 21+36.92EVC ELEV: 438.91120 LF - 12" PVC SDR-
3
5
@ S=2.67%
CB# 2, TYPE 1 STA 20+11.25, 31.07' R
12" IE 428.86 (IN-E)
12" IE 428.86 (IN-N)
12" IE 428.86 (OUT-S)
RIM 432.36 CB# 5, TYPE 1
STA 20+49.05, 6.00' L
12" IE 432.00 (OUT-E) RIM 436.29
41 LF - 12" PVC SDR-35@ S=1.06%
CB# 4, TYPE 2-48" STA 21+71.96, 6.00' L
12" IE 428.79 (IN-W)
12" IE 428.79 (IN-N)
12" IE 428.79 (OUT-S)
RIM 436.84 CB# 3, TYPE 2-48" STA 21+71.96, 19.40' R
12" IE 427.50 (IN-N)
12" IE 427.50 (OUT-W)
RIM 437.18
9 LF - 12" PVC SDR-35
@ S=2.20%BOUN SHORT PLATCHELAN PLACE NE & ACCESS EASEMENT
GRADING/PAVING/STORMWATER PLAN & PROFILE
LUA16-000124, SHPL-A
CONSTRUCTION PLANS
BOUN SHORT PLATPPP-SS-TTTTCITY 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 1FFE 438.50
LOT 2FFE 437.00 LOT 3FFE 437.50
LOT 4
FFE 437.50
LOT 5FFE 437.50
LOT 6
FFE 437.00
LOT 7FFE 437.00
LOT 7FFE 437.50
TRACT ASTORMWATER/UTILITIES TRACT20' ACCESSEASEMENTCHELAN PLACE NE
ACCESS EASEMENTACCESS EASEMENTCHELAN AVE NE(SEE SHEET C5)(BACK OF CONCRETE WALK)INTX - STA 20+00.00 (ACCESS EASEMENT)= 2+38.29 (CHELAN AVE NE)PROPOSED 16' DRIVEWAY
ENTRANCE (TYPE R1B) PER
CITY OF RENTONSTANDARD DETAIL 104.3
12'8'5'BUFFERWALK INTX - STA 50+98.82 (CHELAN PLACE NE)1.5%(TYP)
8.0%
(TYP)
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 50+98.82 (CHELAN PLACE NE)= STA 21+74.77 (ACCESS EASEMENT)ELEV = 436.89(SEE CONTINUATION TO THE RIGHT)EXISTING CATCH BASIN TO
BE REMOVED AND REUSEDAS CB #1, IF SALVAGEABLE.
PROPOSED 107.5'Lx34.5'Wx9'DCOMBINED WQ/DETENTION VAULT(SEE SHEET C8 FOR DETAILS)
DETENTION
RISER OUTLETIE 429.30
SURVEY DATUM
VERTICAL DATUM:
NAVD88
BENCHMARK:CITY OF RENTON BENCHMARK #RENT159BRASS 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.
DETENTIONRISER OUTLETIE 429.30
DETENTIONVAULT INLET
IE 427.30
PROPOSED RETAINING WALL(TO BE DESIGNED BY OTHERS)
PROPOSED 107.5'Lx34.5'Wx9'D
COMBINED WQ/DETENTION VAULT
(SEE SHEET C8 FOR DETAILS)16'2'PROPOSED 16'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 EXISTING8" DUCTILE IRON WATER MAIN
(FIELD LOCATED)
(REF W-332501)
18'
R2
5
'R25'INTERSECTION
STA 20+00.00 (ACCESS EASEMENT)
= STA 2+38.29 (CHELAN AVE NE)
PC STA 21+53.72, 8.0' R
CURVE RADIUS = 25'FG ELEV: 438.17
PRC STA 21+73.91, 18.25' R
CURVE RADIUS = 25'FG ELEV: 437.24(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+35.50, 8.0' LCURVE RADIUS = 25'
FG ELEV: 439.36
CHELAN PL NEPC STA 21+60.50, 33.0' L
CURVE RADIUS = 25'FG ELEV: 436.76END WEDGE CURB
BEGIN ROAD IMPROVEMENTSSTA 20+25.50 (BACK OF SIDEWALK)C/L ELEV: 433.42
BEGIN WEDGE CURBSTA 20+44.05, 8.0' L
3' TRANSITION
TRACT A
STORMWATER/
UTILITIES TRACT
PROPOSED 107.5'Lx34.5'Wx9'DCOMBINED 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
ACCESSROAD
10'10'PROPOSED 10'
UTILITY EASEMENT
PROPOSED 10'DRAINAGE
EASEMENT
INTERSECTIONSTA 21+74.77 (ACCESS EASEMENT)= STA 50+98.82 (CHELAN PL NE)
PROPOSED 8" D.I. WATER MAIN(SEE SHEET C12 FOR DETAILS)
PROPOSED 8" PVC SEWER MAIN(SEE SHEET C14 FOR DETAILS)
15'
PROPOSED 10'UTILITY EASEMENT
(TYP)
PROPOSED 10'DRAINAGE EASEMENT
10'10'PROPOSED GRADE @
C/L OF ROAD
EXISTING GRADE @
C/L OF ROAD
BEGIN ROAD IMPROVEMENTS
BEGIN ROAD WIDTH TRANSITIONFROM 20' ALLEY TO 16'STA 50+50.00
C/L ELEV: 437.55
KOLBY, SCOTT A. EMILY B.
1017 CHELAN PL NE#1023059483
BEGIN ROAD IMPROVEMENTS16'20'20'±PRC STA 50+84.49, 10.0' LCURVE RADIUS = 25'
FG ELEV: 437.24
(SEE ACCESS EASEMENT FOR CONTINUATION)
R25'
R
8
0
'
PRC STA 50+79.59, 10.0' L
CURVE RADIUS = 80'
FG ELEV: 437.30
R30
'
PC STA 50+51.55, 10.0' L
CURVE RADIUS = 30'
FG ELEV: 437.57
FG ELEV: 437.55
(MATCH EXISTING)
PROPOSED 20' RIGHT
OF WAY DEDICATION
FG ELEV: 437.53
(MATCH EXISTING)
PC STA 50+50.40, 10.0' RCURVE RADIUS = 45'FG ELEV: 437.53 R45'
R
6
2
'
PRC STA 50+77.61, 8.10' R
CURVE RADIUS = 62'FG ELEV: 437.28
PT STA 51+28.66, 8.0' R
CURVE RADIUS = 62'FG ELEV: 436.78
END ROAD IMPROVEMENTSSTA 52+54.19
C/L ELEV: 437.06
INSTALL (2) 8' TYPE 3 ROAD BARRICADES
PER COR STD DETAIL H18 & H18.1
PC STA 50+51.55CURVE RADIUS = 40'C/L ELEV: 437.51
PRC STA 50+79.59CURVE RADIUS = 70'C/L ELEV: 437.10
PT STA 51+28.66
CURVE RADIUS = 70'C/L ELEV: 436.62
LOT 7STUB IE432.7
LOT 6STUB IE432.2 LOT 5STUB IE
433.0
END ROAD IMPROVEMENTSLOT 4
STUB IE 433.0
LOT 3
STUB IE 432.2
LOT 2
STUB IE
432.7
LOT 1STUB IE433.9
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'Lx34.5'Wx9'D
COMBINED WQ/DETENTION VAULT
(SEE SHEET C8 FOR DETAILS)
DETENTIONINLETIE 427.30
DETENTION
INLETIE 427.30
9 LF - 12" PVC SDR-35
@ S=4.06%
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER ORITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACTLOCATION 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.
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
25 LF - 12" PVC SDR-35@ S=1.03%
EX. CB #4 (PER R-332511)
8 LF - 12" PVC SDR-35@ S=1.01%
47 LF - 12" PVC SDR-35@ S=1.00%39 LF - 12"@ S=1.00%
CB# 7 CB# 8
4
3
4
41 LF - 12" PVC SDR-35@ S=1.06%SSCB# 12CB# 13
38 LF - 12" PVC SDR-35
@ S=32.30%
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+40433.0432.8432.6432.6432.7432.7432.9433.1433.2433.1433.12433.3433.22434.1433.55434.7434.02435.0434.48435.1434.95435.32.33%
PVI STA: 3+16.40
PVI ELEV: 433.000
K: 17.03LENGTH: 50.00LOW POINT STA: 3+01.70LOW 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 1STA 1+96.01, 15.15' LRIM 432.20
12" IE 428.52 (IN-E)12" IE 428.56 (IN-N)
12" IE 428.55 (OUT-S)
CB# 8, TYPE 1 STA 3+01.70, 9.65' R
12" IE 429.72 (OUT-S)
RIM 432.93
39 LF - 12"
@ S=1.00%
CB# 7, TYPE 1 STA 2+54.91, 11.58' R
12" IE 429.33 (IN-N)
12" IE 429.33 (OUT-S)
RIM 432.83
47 LF - 12" PVC SDR-35
@ S=1.00%
CB# 2, TYPE 1 STA 2+07.22, 11.25' R
12" IE 428.86 (IN-E) 12" IE 428.86 (IN-N)
12" IE 428.86 (OUT-S)
RIM 432.36
8 LF - 12" PVC SDR-35@ S=1.01%
CB# 1, TYPE 1 STA 1+98.02, 11.35' R
12" IE 428.78 (IN-N)
12" IE 428.78 (OUT-W)
RIM 432.29
25 LF - 12" PVC SDR-35@ S=1.03%
12" IE 428.52 (IN-E) (REPLACE EXISTING CONC. PIPE WITH NEW PVC)38 LF - 12" PVC SDR-35@ S=32.30% CB# 12, TYPE 2-60" (FS) STA 0+47.12, 13.67' L
12" IE 427.77 (IN-N)
12" IE 427.77 (IN-E)
12" IE 427.87 (OUT-W)
12" IE 427.87 (OUT-S)
RIM 432.60X
CHELAN AVE NE
GRADING/PAVING/STORMWATER PLAN & PROFILE
LUA16-000124, SHPL-A
CONSTRUCTION PLANS
BOUN SHORT PLATPPP-SS-TTTTCITY 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 6FFE 437.50
LOT 7FFE 437.50
CHELAN AVE NE
20 10 0 20 40
SCALE: 1" = 20'
TRACT ASTORMWATER/UTILITIES TRACT
(SEE SHEET C4 FOR
CONTINUATION)
SURVEY DATUM
VERTICAL DATUM:
NAVD88
BENCHMARK:CITY OF RENTON BENCHMARK #RENT159BRASS 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'
PROPOSED 8" D.I. WATER MAIN(SEE SHEET C12 FOR DETAILS)
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 EXISTING8" SANITARY SEWER MAIN(FIELD LOCATED)(REF S-332504)
PROPOSED 10'LANDSCAPE BUFFER
(SEE SHEET LS-1 FOR
DETAILS)12'8'5'PROPOSED 8'
PLANTER STRIP
PROPOSED 5'
SIDEWALK
35'23'PROPOSED 23' RIGHTOF WAY DEDICATION
(RESIDENTIAL ACCESS ROADWAY)
INTERSECTION STA 2+38.29 (CHELAN AVE NE)=STA 20+00.00 (ACCESS EASEMENT)INSTALL 16' RESIDENTIAL DRIVEWAY PER
C.O.R. STANDARD DETAIL R1B - 104.3
F/L: 432.66(SEE DRIVEWAY DETAIL SHEET C6)
PROPOSED SAWCUT
(TYP)BEGIN ROAD IMPROVEMENTSBEGIN LANE TAPER
STA 1+54.42, 15.4' R (F/L)
SC: 432.45FL: 432.39
END LANE TAPER
STA 1+99.39, 12.0' R (F/L)SC: 432.36FL: 432.29
PC STA 2+56.04
CL: 433.03
SC: 432.88FL: 432.82
PRC STA 2+99.74CL: 433.12
PT STA 3+44.32CL: 433.65 END ROAD IMPROVEMENTSSTA 4+04.20
CL: 435.05
PROPOSED 18' RIGHT OF WAY DEDICATION(SEE STREET MODIFICATIONS REQUEST FOR
DEFFERAL OF REQUIRED RIGHT OF WAY
IMPROVEMENTS)END ROAD IMPROVEMENTSPROPOSED RAMP
(SEE RAMP #1
DETAIL SHEET C6)9'PROPOSED CURB & GUTTERREPLACEMENT PER C.O.R.STANDARD DETAIL 103
APPROX. LOCATION OF EXISTING8" 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 KEYSC: EXISTING GRADE ELEVATION @ PROPOSED SAWCUT
FL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURBCL: EXISTING/FINISHED GRADE ELEVATION @ CENTERLINE OF ROAD
TAPER LENGTH = 45'=(3.4'*25^2)/60
=36' (MIN.)
UTILITY NOTE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATEONLY 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 CONSULTINGASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
CB# 13, TYPE 2-48"STA 0+04.60, 15.12' LRIM 431.85
18" IE 415.08 (IN-E)
12" IE 415.58 (IN-N)
18" IE 414.93 (OUT-W)(CAST IN PLACE)
REPLACE EXISTING TYPE 1 CBINSTALL FLOW SPLITTER(SEE DETAIL THIS SHEET)5' ±SAWCUT INTO EXISTING ASPHALT,
AS NECESSARY, TO INSTALLSTORM MAIN MODIFICATION
51' ±
RIM ELEV = 432.60
OVERFLOW ELEV = 429.37
OUTLET IE = 427.87
BOTTOM ELEV = 424.602' (MIN.)TO DOWNSTREAMNETWORKTO EX. WQFACILITY ORIFICE ELEV = 426.87
ORIFICE SIZING CALCULATIONS:WQ FLOWRATE (PER VUONG T.I.R.) = 0.11 CFSQ=CA(2GH)^0.5,WHERE C=0.62 (PLATE ORIFICE)G=32.2 FT/S^2H=1.5 FTQ=0.11 CFSA=(0.11 CFS)/[0.62*(2*32.2*1.5)^0.5]A=0.0181 FT^2A=πr^2r=(0.0181/π)^0.5 = 0.076D=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 CONTROLFLOATABLES
30" STANDPIPE
TYPE 2-60" CB
0.5' (MIN.)0.5' (MIN.)*NOTE:DIAMETER OF STANDPIPE 2X DIAMETER OFOUTLET PIPE AS STARTING POINT. DIAMETEROF STANDPIPE SHALL BE LARGE ENOUGH TOPASS THE 100-YEAR FLOWS WITHOUTINCREASING 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.
102+00 103+00 104+00
CB# 11 CB# 10
22 LF - 8" CL 52 D.I.P.@ S=0.54%
190 LF - 12" CL 52 D.I.P.
@ S=0.50%
CB# 9
16 LF - 12" CL 52 D.I.P.@ S=0.56%
425
430
435
440
445
450
425
430
435
440
445
450
102+00 103+00 104+00 104+40438.9439.0439.0438.32438.9438.26438.9438.26438.8438.25438.7438.15438.5438.01438.4437.85438.1437.60437.9437.35437.6437.06437.316 LF - 12" CL 52 D.I.P.@ S=0.56%
CB# 9, TYPE 1 STA 103+94.47, 26.25' L
12" IE 434.99 (IN-S)
12" IE 434.99 (OUT-NW)
RIM 437.16
190 LF - 12" CL 52 D.I.P.
@ S=0.50%
CB# 10, TYPE 1
STA 1+94.21, 315.41' R
8" IE 435.93 (IN-S)
12" IE 435.93 (OUT-N)
RIM 438.38
22 LF - 8" CL 52 D.I.P.@ S=0.54%
CB# 11, TYPE 1
STA 1+70.48, 309.41' R
8" IE 436.05 (OUT-N) RIM 437.75
FL: 437.05TBC: 437.55
FL: 437.12TBC: 437.62
SW: 437.90 SW: 437.85
SW: 437.78 SW: 437.67
7.8%8.0%1.5%1.5%1
.
8%
7
.
4%
1.4%
1.0%
SW: 435.38 SW: 435.45
SW: 435.53
SW: 435.45
FL: 434.84
FL: 434.72
7.7%7.2%1.5%1.5%1.5%2.1%1.5%
7
.
4%
433
434
FL: 432.58TBC: 432.75FL: 432.53TBC: 433.03 FL: 432.74TBC: 432.91 FL: 432.79TBC: 433.29
SW: 433.27SW: 433.19 SW: 433.43 SW: 433.45
SW: 433.27 SW: 433.35
SW: 433.50 SW: 433.538.0%8.0%1.5%1.5%1.6%1.5%0.4%
6
.
6%2.0%0.5%
1.
3
%2.0%5.6%1.3%
1.3%0.0%BOUN SHORT PLATDUVALL AVE NE
GRADING/PAVING/STORMWATER PLAN & PROFILE
LUA16-000124, SHPL-A
CONSTRUCTION PLANS
BOUN SHORT PLATPPP-SS-TTTTCITY 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
5
C7
SURVEY DATUM
VERTICAL DATUM:
NAVD88
BENCHMARK:CITY OF RENTON BENCHMARK #RENT159BRASS 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.
20 10 0 20 40
SCALE: 1" = 20'
DUVALL AVE NE PROFILE
SCALE: HORIZONTAL: 1"=20'
VERTICAL: 1"=5'
RAMP #2 DETAIL
SCALE: 1"=5'
ABBREVIATION KEY
SW: FINISHED GRADE ELEVATION @ TOP OF SIDEWALK
FL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURBTBC: FINISHED GRADE ELEVATION @ TOP BACK OF CURB
LOT 1FFE 438.50 LOT 2FFE 437.00
LOT 3
FFE 437.50
LOT 4FFE 437.50
10'PROPOSED 10'LANDSCAPE BUFFER(SEE SHEET LS-1 FORDETAILS)
5'8'27'11'11'5'5' TRANSITIONFROM 5' SIDEWALKTO 8' SIDEWALK
8'2'LONG, GARY A. & DENISE Y.
1058 CHELAN AVE NE
#1023059332
PROPOSED 3.5'
RIGHT OF WAYDEDICATION
3.5'DUVALL AVE NE
(PRINCIPLE ARTERIAL ROADWAY)45.5'EXISTING GRADE @C/L OF ROAD
PROPOSED GRADE @F/L OF CURB
EXISTING GRADE @
C/L OF ROAD
PROPOSED GRADE @F/L OF CURB
OUTLETIE 434.9
PROPOSED 8'Lx7'WROCKLINING PAD(SEE ROCK LINE DETAILTHIS SHEET)
BEGIN ROAD IMPROVEMENTSBEGIN TRAVEL LANE TAPERSTA 101+51.15, 12.0' L & 24.1' L
END TRAVEL LANE TAPER
STA 102+01.17, 11.0' L & 22.0' L
TAPER LENGTH = 50'
=(1'*35^2)/60
=21' (MIN.)
END ROAD IMPROVEMENTSEND TRAVEL LANE TAPERSTA 104+56.92, 12.0' L & 24.5' L
TAPER LENGTH = 55'
=(2.5'*35^2)/60=51' (MIN.)
BEGIN TRAVEL LANE TAPERSTA 104+01.92, 11.0' L & 22.0' L
DUVALL AVE NE PLAN
SCALE: 1"=20'
BEGIN CURB & GUTTER REPLACEMENT
STA 101+77.81, 33.0' L
FL: 437.68 (MATCH EXISTING)
20'
BEGIN CURB TAPER
STA 101+81.17, 33.0' LFL: 437.70
END CURB TAPERSTA 102+01.17, 27.0' L
FL: 438.18 PROPOSED RAMP
(SEE RAMP DETAIL #2
THIS SHEET)
END CURB & GUTTER REPLACEMENT/BEGIN ASPHALT WEDGE CURBTRANSITION
STA 104+01.92, 27.0' LFL: 437.03
END ASPHALT WEDGE CURBTRANSITIONSTA 104+11.92, 31.3' LFL: 436.37 (MATCH EXISTING)3'PROPOSED 8'PLANTER STRIP(TYP)
PROPOSED 8'
SIDEWALK (TYP)
PROPOSEDSAWCUT (TYP)
5'8'8.5'A
A
ROCK LINING DETAIL
SCALE: NTS
PLAN VIEW SECTION A-A
8'7'7'
3'1'3'1' (MIN.)1' (MIN.)12" OUTLETIE 434.9
PROPOSED ROCK LINING
(SEE ROCK LINING
GRADATION NOTE)
ROCK LINING GRADATION NOTE:
ROCK LINING SHALL BE QUARRY SPALLS WITH GRADATION AS FOLLOWSlPASSING 8-INCH SQUARE SIEVE: 100%PASSING 3-INCH SQUARE SIEVE: 40 TO 60% MAXIMUMPASSING 3/4-INCH SQUARE SIEVE: 0 TO 10% MAXIMUM
TOP OF ROCK LINING: 436.9
OUTLET IE: 434.9
BOTTOM OF ROCK LINING: 433.9
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER ORITS 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)
PROPOSED5' SIDEWALK
PROPOSED
8' PLANTER
CHELAN AVE NE
(RESIDENTIAL ACCESS ROADWAY)
16'6'6'8'5'SCALE: 1" = 5'
2.55 0 5
SCALE: 1" = 5'
2.55 0 5
DRIVEWAY DETAIL
SCALE: 1"=5'
PROPOSED5' SIDEWALK
PROPOSED8' PLANTER
DEPRESSED CURB & GUTTER
ABBREVIATION KEYSW: FINISHED GRADE ELEVATION @ TOP OF SIDEWALKFL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURBTBC: FINISHED GRADE ELEVATION @ TOP BACK OF CURB
ABBREVIATION KEY
SW: FINISHED GRADE ELEVATION @ TOP OF SIDEWALKFL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURBTBC: FINISHED GRADE ELEVATION @ TOP BACK OF CURB
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
BOUN SHORT PLAT& TYPICAL ROAD SECTIONS
GRADING/PAVING/STORMWATER NOTES
LUA16-000124, SHPL-A
CONSTRUCTION PLANS
BOUN SHORT PLATPPP-SS-TTTTCITY 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
REX. R.O.W.R.O.W. C/LEXISTING ROADCROWN @ ROW C/L
3.5'PROPOSED R.O.W. DEDICATIONEX. EDGE OF ASPHALTEXISTING 12'
SOUTHBOUNDLANE
EXISTING DOUBLEYELLOW CENTERLINE
12'±12'±
PROPOSED 11'SOUTHBOUNDLANE
PROPOSED 11'SOUTHBOUND
LANE
11'11'5'
PROPOSED5' BIKELANE
EXISTINGDITCH
3'
PROPOSEDSAWCUT
8' PLANTER
2'
8' SIDEWALK
1.5%
BOUN SHORT PLAT
(ON-SITE GRADING)
2%±
DUVALL AVENUE NE TYPICAL ROAD SECTION
SCALE: N.T.S.
5
C7
2%
7.5'±
PROPOSED 2'
ASPHALT WEDGE
ACCESS EASEMENT TYPICAL ROAD SECTION
SCALE: N.T.S.
2
C7 ACCESS ROAD C/L2%
16' PAVED ROADWAY
20' ACCESS EASEMENT
VARIESVARIES
2'
4'ACCESS EASEMENTACCESS EASEMENTCHELAN PLACE NE TYPICAL ROAD SECTION
SCALE: N.T.S.
1
C7 ROW C/L2%
16' PAVED ROADWAY
20' 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 MAXIMUMDENSITY STANDARD PROCTOR
2%2%2%
COMPACT SUBGRADE TOACHIEVE 95% OF MAXIMUMDENSITY STANDARD PROCTOR
2'8'8'2'EX. R.O.W.R.O.W. C/LEXISTINGROAD CROWN@ ROW C/L EX. EDGE OF ASPHALT15.8'± EXISTING PAVEMENT
5'±
EXISTING
5' WALK
8' PLANTER
5' SIDEWALK
2%±
CHELAN AVE NE TYPICAL ROAD SECTION (47' ROW)
SCALE: N.T.S.(STA 1+99.39 TO STA 2+56.04)
3
C7 EX. R.O.W.12'± EXISTINGPAVEMENT
2%±2%
3'
1.5%
27.8'± PAVED ROADWAY
BOUN SHORT PLAT
(ON-SITE GRADING)
9'
1.5% (MIN.)
21.5'25.5'PROPOSED SAWCUT4" HMA CL 12"(PG 64-22) (MIN.)
6" CSTC
COMPACT SUBGRADE TOACHIEVE 95% OF MAXIMUMDENSITY STANDARD PROCTOR
PROPOSED CURB & GUTTER(PER COR DETAIL 101)PROPOSED
3' SAWCUT PROPOSED R.O.W. DEDICATIONEX. R.O.W.8' PLANTER
5' SIDEWALK
12'
23' RIGHT OF WAY DEDICATION
2%EX. R.O.W.20' PAVED ROADWAY
(MIN.)
1.5%
BOUN SHORT PLAT
(ON-SITE GRADING)1.5'
PROPOSED CURB & GUTTER(PER COR DETAIL 101)
1.5% (MIN.)
TIE IN TO
EXISTING GRADE
@ 2:1 (MAX.)
4" HMA CL 12"(PG 64-22) (MIN.)
6" CSTC
COMPACT SUBGRADE TOACHIEVE 95% OF MAXIMUMDENSITY STANDARD PROCTOR
CHELAN AVE NE TYPICAL ROAD SECTION (35' ROW)
SCALE: N.T.S.(STA 3+27.79 TO STA 4+04.20)
4
C7 PROPOSED ROAD C/L11.5'
10'10'
31.5'± EXISTING PAVEMENT
PROPOSED CURB & GUTTER(PER COR DETAIL 101)
1.5% (MIN.)
7" HMA CL 12"(PG 64-22) (MIN.)
(MATCH EXISTING THICKNESS IF
GREATER PER COR DETAIL 103)
6" CSTC(MATCH EXISTING THICKNESS IFGREATER PER COR DETAIL 103)
COMPACT SUBGRADE TO
ACHIEVE 95% OF MAXIMUMDENSITY STANDARD PROCTOR
45.5'
EXISTING 12'
SOUTHBOUND LANE
2% (TYP.)
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 CONTRACTORALONE SHALL BE RESPONSIBLE FOR WORKERS SAFETY ANDBEYLER CONSULTING ASSUMES NO RESPONSIBILITY. ALL
TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS
OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT,
CHAPTER 49.17 RCW.
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 OFALL 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 UNDERGROUNDUTILITIES.
UTILITY NOTE
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 WITHTHE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPALCONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLICWORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OFRENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE
RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL
ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROMTHE ABOVE REQUIREMENTS FOUND IN THIS PLANS, ALLCORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLANDOES NOT CONSTITUTE AN APPROVAL OF ANY OTHERCONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWERCONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER
DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THEAPPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANYDEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTENAPPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT,
SURFACE WATER UTILITY SECTION.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITEWHENEVER CONSTRUCTION IS IN PROGRESS.
6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THEHOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NOWORK 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 TOOBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFOREINITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW
AND APPROVAL PRIOR TO CONSTRUCTION.
8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOTSHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED
UNLESS AN APPROVED SET OF PLANS THAT MEET ALLREQUIREMENTS OF CHAPTER 4 OF THE 2009 KING COUNTY SURFACEWATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON.
9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THECITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARENOTED ON THE PLANS.
10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF
STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FORREVIEW AND APPROVAL.
11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE
BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARDPROCTOR.
12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON-FRANCHISED
UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESSSPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ONTHESE 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 ISCOMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HASPASSED.
14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND INOPERATION PRIOR TO OR IN CONJUNCTION WITH ALLCONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THEPUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLYPREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATEOF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THETRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, ASWELL 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, UNYIELDINGBASE. ALL PIPE BEDDING SHALL BE APWA CLASS “C”, WITH THEEXCEPTION OF PVC PIPE.
16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALTTREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND
MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGESTRUCTURES ASSOCIATED WITH A PERMANENTRETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED INACCORDANCE WITH RENTON MUNICIPAL CODE TABLE 4-2-110ASETBACKS LINES.
19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOWPAVEMENT LEVEL.
20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON
RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE AMINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THEBOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OFROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND
QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUSTMEET 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 APPROVEDBY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION.AN ACCURATELY DIMENSIONED, CERTIFIED AS-BUILT DRAWING OFTHIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON
COMPLETION.
22. DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACHINDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR
INFILTRATION BY THE CITY. STUB-OUTS SHALL CONFORM TO THEFOLLOWING:
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWESTELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOFDOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS,
AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO
RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACHOUTLET 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 AFIVE-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 SURFACEWATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALLBE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHERACCEPTABLE 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 CONVEYANCELINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS,TELEPHONE, TELEVISION).
F. ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED ANDMAINTAINED BY THE LOT HOME OWNER.
G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDINGFOUNDATIONS, 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 THEMOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BEADDED TO MAINTAIN THE MOISTURE CAPACITY.
24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITYPRIOR TO CONSTRUCTION PERMIT ISSUANCE.
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE
CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THECONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTEDWITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OFRENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER
FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDEDDURING 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 INTERRUPTNORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLANAPPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION
SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARDSPECIFICATIONS 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).
SURFACE WATER STANDARD PLAN NOTES
TYPICAL MAINTENANCE ACCESS ROAD SECTION
SCALE: NTS
12'-15' GRAVEL ACCESS ROAD
SLOPE VARIES
(12% MAX.)2:1 TI
E I
N
(MAX)
2:1
T
I
E
I
N
(MA
X
)
2" CRUSHED SURFACING
TOP COURSE (CSTC)
4" CRUSHED SURFACINGBASE COURSE (CSBC)
6
C7
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
TRACT A
7,253 SF
21+00 21+96
43443643843851+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:429.12
BV:429.12
BV:429.30
BV:429.12
BV:429.30
BV:429.30
FG :436.30 FG :436.30
FG :436.22
FG :436.80
FG :439.33FG :435.83
FG :437.85 FG :437.58
FG :437.71 FG :437.59
FG :438.70
FG :438.04
415
420
425
430
435
440
445
415
420
425
430
435
440
445
100+00 100+50 101+00 101+40431.8435.76432.1436.24432.6436.64433.1437.00433.7437.40434.1437.73434.3437.76434.5437.76434.8437.72435.0437.39435.3437.21436.1437.00436.5436.97TO CB# 2
12" INLET
IE 427.30
BOTTOM OF WQ/TOP OF SEDIMENT STORAGE = 424.3
TOP OF WQ/BOTTOM OF DETENTION = 429.3
TOP OF DETENTION = 433.8
B/V:423.03B/V:422.66 B/V:422.86
PROPOSED FLOW RESTRICTOR(SEE FLOW RESTICTOR DETAILSHEET C9)
9 LF - 12" PVC SDR-35@ S = 2.20%
CB #3, TYPE 2-48" RIM 437.18 12" IE 427.50 (IN-N)
12" IE 427.50 (OUT-W)
34'73.5'
INTERIOR WATER QUALITY VAULT LENGTH = 107.5'
T/V:434.3T/V:434.3
STD. GALVANIZED HANDHELDS,
STEPS OR LADDER (TYP.)12"EXISTING GRADE ALONG
VAULT SECTION LINE(TYP)
PROPOSED GRADE ALONG VAULTSECTION LINE (TYP)
PROPOSED GRADE ALONG
ACCESS ROAD CENTERLINE (TYP)1' (MIN.)EXISTING GRADE ALONGVAULT SECTION LINE(TYP)
PROPOSED GRADE ALONG VAULTSECTION LINE (TYP)
0.5%0.5%
12'
PROPOSED 12' GRAVELMAINTENANCE ACCESS ROAD
10'X5 GRATED LOCKING ACCESS PANELWITH 3'X3' ACCESS HATCH. LADDER TO BELOCATED 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 BELOCATED DIRECTLY BELOW ACCESS HATCH.(STEEL BAR GRATING OR EQUIV. SEESTRUCTURAL PLANS FOR DETAILS)
10'X5 GRATED LOCKING ACCESS PANELWITH 3'X3' ACCESS HATCH. LADDER TO BE
LOCATED DIRECTLY BELOW ACCESS HATCH.
(STEEL BAR GRATING OR EQUIV. SEESTRUCTURAL PLANS FOR DETAILS)
415
420
425
430
435
440
445
415
420
425
430
435
440
445
200+00 200+50 200+60434.7434.72434.5436.79434.8438.01435.2439.09435.6439.38SEDIMENT STORAGE = 424.3
TOP OF WQ/BOTTOM OF
DETENTION = 429.3
TOP OF DETENTION = 433.8
1' (MIN.) AVERAGESEDIMENT STORAGESTD. GALVANIZED HANDHELDS,
STEPS OR LADDER (TYP.)
1.0%
5.0%5.0%
B/V:423.47 B/V:423.47B/V:423.03
B/V:429.12 B/V:429.30
T/V:434.3T/V:434.3
17.25'17.25'
TOTAL VAULT WIDTH = 34.5'
DETENTION ONLY
12"10'X5 GRATED LOCKING ACCESS PANEL
WITH 3'X3' ACCESS HATCH. LADDER TO BELOCATED DIRECTLY BELOW ACCESS HATCH.(STEEL BAR GRATING OR EQUIV. SEESTRUCTURAL PLANS FOR DETAILS)
10'X5 GRATED LOCKING ACCESS PANELWITH 3'X3' ACCESS HATCH. LADDER TO BELOCATED DIRECTLY BELOW ACCESS HATCH.
(STEEL BAR GRATING OR EQUIV. SEE
STRUCTURAL PLANS FOR DETAILS)
P/L 8'PROPOSEDROCKERY
EXISTING GRADE ALONG
VAULT SECTION LINE
(TYP)
PROPOSED GRADE ALONG VAULT
SECTION LINE (TYP)
EXISTING GRADE ALONG
VAULT SECTION LINE (TYP)
PROPOSED GRADE ALONG VAULTSECTION LINE (TYP)BMLSTORMWATER DETENTION & WATER QUALITY VAULT
LUA16-000124, SHPL-A
CONSTRUCTION PLANS
BOUN SHORT PLATPPP-SS-TTTTKnow what's below.
before you dig.Call
R
PROPOSED
DETENTION/WQ VAULT
(3,709 SF)34.5'107.5'CHELAN AVENUE NE(RESIDENTIAL ACCESS STREET)ACCESS ROAD
(ALLEY)
C
H
E
L
A
N
P
L
A
C
E
N
E
(
A
L
L
E
Y
)
PROPOSED ROCKERY
3.5' (MAX.)
(SEE SHEET C4 FOR DETAILS)16'20'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 DIRECTLYBELOW ACCESS HATCH. (STEEL BAR GRATING OREQUIV. SEE STRUCTURAL PLANS FOR DETAILS)
10'X5 GRATED LOCKING ACCESS PANELWITH 3'X3' ACCESS HATCH. LADDER TO BELOCATED DIRECTLY BELOW ACCESS HATCH.
(STEEL BAR GRATING OR EQUIV. SEE
STRUCTURAL PLANS FOR DETAILS)17.25'17.25'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 BECONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES INCITY RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH
COR STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALLBE 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 NEEDEDTO MEET OSHA CONFINED SPACE REQUIREMENTS. VAULTSPROVIDING MANHOLE ACCESS AT 12-FOOT SPACING NEED NOTPROVIDE 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 ANDWIDTH IF USED AS TANKS WITH ACCESS MANHOLES AT EACHEND, 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)
ABBREVIATION KEYBV: FINISHED GRADE ELEVATION @ BOTTOM OF VAULT (INTERIOR)FG: FINISHED GRADE ELEVATION @ TOP OF GRAVEL ACCESS ROAD
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 ANDPRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTINGASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
BOUN SHORT PLATSTORMWATER NOTES AND DETAILS
LUA16-000124, SHPL-A
CONSTRUCTION PLANS
BOUN SHORT PLATPPP-SS-TTTTKnow 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 CLEANOUTGATE.
C. FRAME IS CLEAR OF CURB.4. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETEPIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TOCONCRETE 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. STAINLESSSTEEL 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 ELBOWWITH ORIFICE AS SPECIFIED
IN SECTION 1-1
DREMOVABLE WATERTIGHTCOUPLING OR FLANGE
18" RISER
NOTES:1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTMA48 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 OFCOVER 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 GATEFLANGE.
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" SDR-35OUTLET PIPE3" X 0.90 GAGE PIPESUPPORT ANCHOREDTO VAULT
18" RISER
4" ELBOWRESTRICTOR (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 103/8" BOLT CIRCLE FOR BOLTINGTO FLANGE CONNECTION.
FRONT SIDE MAXIMUM OPENINGOF GATE
LIFT HANDLE SHALLBE ATTACHED PER
MANUFACTURER'SRECOMMENDATIONS.
HANDLE WITHLOCK PIN
ADJUSTABLE LOCK HOOKWITH LOCK SCREW.
1" ROD OR TUBING,
VARIABLE LENGTH.
LIFT HANDLE
SECTION 1-1
SCALE: NTS
4" ELBOW RESTRICTOR
ORIFICE #2 - DIA. 1.35"IE 432.80
4" ELBOW RESTRICTOR
ORIFICE #3 - DIA. 0.5"
IE 433.40
WQ ELEV = 429.30
DETENTION ELEV = 433.80TOP OF RISER 0.5'(MIN.)1.5'(1.5xD MIN.)
SHEAR GATE W/ CONTROL RODSEE DETAIL BELOW
18" RISER
3" X 0.90 GAGEPIPE SUPPORT
ANCHORED TOVAULT
12" SDR-35
OUTLET PIPE
RESTRICTOR PLATE
ORIFICE #1 - DIA. 0.52"
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
PRELIMINARY
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
11/21/2016GRADING/PAVING/STORMWATER COR STANDARD DETAILS
LUA16-000124, SHPL-A
CONSTRUCTION PLANS
BOUN SHORT PLATPPP-SS-TTTTCITY 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.
BOUN SHORT PLATGRADING/PAVING/STORMWATER COR STANDARD DETAILS
LUA16-000124, SHPL-A
CONSTRUCTION PLANS
BOUN SHORT PLATPPP-SS-TTTTCITY 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.
S
S
~
20+00 21+00 21+96
4344364384384384342+003+004+000+00 1+00 2+00
51+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: 69.68LENGTH: 150.00LOW POINT STA: 51+73.47LOW 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 = 436.3136" (MIN.)420
425
430
435
440
420
425
430
435
440
0+00 1+00 2+00 2+10433.4433.2433.1433.03433.8433.67434.8437.00435.8437.00436.6437.00437.3437.00437.9437.00437.9436.68437.9436.7336" (MIN.)
PIPE CROSSING TABLE
PIPECROSSING #
1
2
3
4
5
6
7
8
9
10
11
12
FG ELEV:
437.4±
437.2±
436.7±
436.6±
436.7±
436.7±
436.5±
436.6±
436.9±
433.5±
433.3±
432.9±
TOP PIPE SIZE/
NETWORK
WATER/6"
WATER/8"
WATER/8"
WATER/8"
WATER/8"
WATER/8"
WATER/8"
WATER/8"
WATER/8"
WATER/4"(KCWD90)
WATER/8"
STORM/12"
BOTTOM OFTOP PIPE
433.5
433.3
432.7
432.7
432.7
432.8
432.6
432.6
432.6
429.5(FIELD VERIFY)
429.1
428.9
BOTTOM PIPE SIZE/
NETWORK
SEWER/8"
SEWER/6"
SEWER/6"
STORM/6"
SEWER/6"
SEWER/6"
STORM/8"
SEWER/8"
STORM/6"
WATER/8"
SEWER/8"
WATER/4"(KCWD90)
TOP OFBOTTOM PIPE
431.5
431.6
432.0
430.8
432.2
432.3
430.1
432.0
432.0
429.0
422.5
428.4(FIELD VERIFY)
APPROX.VERTICAL
SEPARATION
2.0'
1.7'
0.7'
1.9'
0.5'
0.5'
2.5'
0.6'
0.6'
0.5'
6.6'
0.5'BOUN SHORT PLATWATER PLAN & PROFILE
LUA16-000124, SHPL-A
CONSTRUCTION PLANS
BOUN SHORT PLATPPP-SS-TTTTCITY 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 #RENT159BRASS 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 PLACE NE WATER PROFILE
SCALE: HORIZONTAL:1"=20'
VERYTICAL: 1"=5'
PROPOSED STORM MAIN (TYP)(SEE SHEET C4 FOR DETAILS)
PC4
PC3
PC2
PC1
PC8 PC7
PC12
PC10PC11 PC9
45± LF - 8"CL-52 D.I.P.
EX. SSMH #5169, TYPE 1-48"RIM 433.408" 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-35SEWER 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)
185 LF - 8" CL-52 D.I.P.
LOT 1
FFE 438.50
LOT 2
FFE 437.00
LOT 3
FFE 437.50
LOT 4
FFE 437.50
LOT 5
FFE 437.50
LOT 6
FFE 437.00
LOT 7
FFE 437.00
20± LF - 8"
CL-52 D.I.P.
POINT OF CONNECTION #1STA 50+48.33, 7.87' R
EX. 8" VERT. CROSS (MJ)
8" PLUGS (MJ) (2 EACH)
W/ 2" BLOW OFF ASSEMBLY(REC NO. W-338601)INSTALL 8" - 22.5° D.I. BEND (MJ)W/ THRUST BLOCKINGCONNECTION SHALL BE PER CITY
OF RENTON DETAIL 300.5
STA 50+66.14, 3.05' R
1 - 8X6 TEE (MJ X FL)
1 - 6" GATE VALVE (FL X MJ)
1 - HYDRANT ASSEMBLY (COR 310.1)STA 50+65.54, 12.00' LW/ THRUST BLOCKING
15± LF - 6"
CL-52 D.I.P.
PROPOSED SEWER MAIN (TYP)
(SEE SHEET C14 FOR DETAILS)
STA 51+18.25, 6.30' R
1 - 8" D.I. 22.5° BEND (MJ)W/ THRUST BLOCKING
POINT OF CONNECTION #2STA 0+11.76, 0.00' R
8" CUT IN TEE (MJ X FL)
W/ (1) 8" GATE VALVE (FL X MJ)W/ (2) 8" SLEEVES (MJ) PER C.O.R.DETAIL 300.2
W/ THRUST BLOCKING
(=STA 2+91.08, 19.91' L (CHELAN AVE)
STA 51+60.21, 7.00' R=STA 1+97.00, 0.00' R (WATER EASEMENT)1 - 8" D.I. TEE (FL)3 - 8" GATE VALVES (FL X MJ)W/ THRUST BLOCKINGCHELAN PLACE NE20'
41± LF - 8"CL-52 D.I.P.
94± LF - 8"CL-52 D.I.P.
PROPOSED 1" WATER METER
(TYP)
(SEE METER BOX LOCATIONTABLE THIS SHEET FORLOCATION DETAILS)
STA 52+54.00, 7.00' R1 - 8" D.I. CAP (MJ)W/ 2" TAP X 2" BLOW-OFFASSEMBLY PER C.O.R.
STANDARD DETAIL 340.1
10 LF SECTION OF EXISTING 4"D.I. WATER MAIN (OWNED ANDOPERATED BY KCWD 90) (FIELD
VERIFY VERTICAL LOCATION PRIOR
TO CONSTRUCTION) TO BEADJUSTED BELOW PROPOSEDSTORM MAIN (SEE 4" WATER MAINRELOCATION DETAIL THIS SHEET)
PC5
PC6
10'WATER EASEMENT PROFILE
SCALE: HORIZONTAL:1"=20'
VERYTICAL: 1"=5'BEGIN WATER MAIN EXTENSIONSTA 50+48.33, 7.87' R8" - 22.5° D.I. BEND (MJ)IE 434.0±STA 50+66.14, 3.05' R8X6 D.I. TEE (MJ X FL)W/ 6" GATE VALVE (FL X MJ)IE 433.7±STA 51+18.25, 6.30' R8" 22.5° D.I. BEND (MJ)IE 433.1±STA 51+60.21, 7.00' R8" D.I. TEE (FL)W/ (3) 8" GATE VALVES (FL X MJ)IE 432.7±(=STA 1+97.00(WATER EASEMENT))15'PROPOSED 15'WATER EASEMENT
PROPOSED SEWERMAIN EXTENSION
(SEE SHEET C14.0
FOR DETAILS)
PROPOSED STORMMAIN (TYP)
(SEE SHEET C4.0
FOR DETAILS)END WATER MAIN EXTENSIONSTA 52+54.00, 7.00' R8" D.I. CAP (MJ)W/ 2" TAP X 2" BLOW-OFF ASSEM.PER C.O.R. STD. DETAIL 340.1IE 433.5±20± LF - 8" D.I.P.45± LF - 8" D.I.P.41± LF - 8" D.I.P.94± LF - 8" D.I.P.
EXISTING GRADE @RIGHT OF WAYCENTERLINE (TYP)
PROPOSED GRADE @
RIGHT OF WAYCENTERLINE (TYP)
EXISTING GRADE @RIGHT OF WAY
CENTERLINE (TYP)
PROPOSED GRADE @RIGHT OF WAYCENTERLINE (TYP)
PIPE CROSSING #1SEE TABLE THIS SHEET
PIPE CROSSING #2SEE TABLE THIS SHEET
PIPE CROSSING #3
SEE TABLE THIS SHEET
PIPE CROSSING #4SEE TABLE THIS SHEET
PIPE CROSSING #5
SEE TABLE THIS SHEET
PIPE CROSSING #6
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 ANDAGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THATHAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY ANDPRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING
ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.STA 1+97.00, 0.00' R8" D.I. TEE (FL)W/ (3) 8" GATE VALVES (FL X MJ)IE 432.7±(=STA 51+60.21, 7.00' R (CHELAN PLACE)BEGIN WATER MAIN EXTENSIONSTA 0+11.76, 0.00' R
8" CUT IN TEE (MJ X FL)
W/ (1) 8" GATE VALVE (FL X MJ)W/ (2) 8" SLEEVES (MJ) PER C.O.R. DETAIL 300.2W/ THRUST BLOCKINGIE 429.3±
(=STA 2+91.08, 19.91' L (CHELAN AVE)CHELAN AVE NEPIPE CROSSING #11
SEE TABLE THIS SHEET
PIPE CROSSING #10SEE TABLE THIS SHEET
PIPE CROSSING #9
SEE TABLE THIS SHEET
PIPE CROSSING #8
SEE TABLE THIS SHEET
PIPE CROSSING #7SEE TABLE THIS SHEET
STA 1+52.64, 0.00' R
8" - 11.25° D.I. VERT. BEND (RJ)W/ THRUST BLOCKINGIE 432.8 ±
EXISTING GRADE @
CENTERLINE OF WATER
EASEMENT (TYP)
PROPOSED GRADE @CENTERLINE OF WATER
EASEMENT (TYP)
45± LF - 8" D.I.P.
STA 0+82.00, 0.00' R8" - 11.25° D.I. VERT. BEND (RJ)W/ THRUST BLOCKING
IE 429.3 ±
STA 0+64.35, 0.00' R
8" - 22.5° D.I. VERT. BEND (RJ)W/ THRUST BLOCKINGIE 429.3 ±
STA 0+54.53, 0.00' R8" - 22.5° D.I. VERT. BEND (RJ)W/ THRUST BLOCKINGIE 428.3 ±
STA 0+44.88, 0.00' R
8" - 22.5° D.I. VERT. BEND (RJ)
W/ THRUST BLOCKINGIE 428.3 ±
STA 0+34.88, 0.00' R8" - 22.5° D.I. VERT. BEND (RJ)
W/ THRUST BLOCKING
IE 429.3 ±
71± LF - 8" D.
I
.
P
.
18± LF - 8" D.I.P.
10± LF - 8" D.I.P.
10± LF - 8" D.I.P.
10± LF - 8" D.I.P.
24± LF - 8" D.I.P.
WATER METER BOX LOCATION TABLE
LOT #ALIGNMENT STATION OFFSET
LOT 1 CHELAN PLACE NE 51+05.95 10.0' R
LOT 2 CHELAN PLACE NE 51+10.86 10.0' R
LOT 3 CHELAN PLACE NE 51+51.71 10.0' L
LOT 4 CHELAN PLACE NE 52+03.65 10.0' R
LOT 5 CHELAN PLACE NE 52+06.71 10.0' L
LOT 6 CHELAN PLACE NE 52+08.71 10.0' L
LOT 7 CHELAN PLACE NE 52+11.65 10.0' R
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.
BOUN SHORT PLATWATER NOTES & DETAILS
LUA16-000124, SHPL-A
CONSTRUCTION PLANS
BOUN SHORT PLATPPP-SS-TTTTCITY 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
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS ANDSPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKSDEPARTMENT 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 PLANSSHALL 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 BYTHE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICEDEPARTMENT, 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 ITSHALL BE THE CONTRACTOR’S RESPONSIBILITY TO VERIFY THE TRUE ANDCORRECT 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 THEPRE-CONSTRUCTION MEETING.
5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICANDATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OFRENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND
ELEVATIONS ARE NOTED ON THE PLANS.
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPECONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS
CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TOAWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON ORMECHANICAL 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, PRESSURERATED 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 EITHERANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCHTO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/ORFLANGED 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 ACCORDANCEWITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITHSECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWAC110/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 OFRESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR AMINIMUM 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) ORCOMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWAC-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, 60DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOTDIAMETER 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 IRONTHREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN ANDPROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITHSUITABLE 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 HAVESYNTHETIC 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. PRESERVATIVEPAINT 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 DETAILFOR FIRE HYDRANTS, LATEST REVISION.
15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVEROF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGERSHALL 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 CLEANEDWITH 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 THEREAR 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 MINIMUMOF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH
THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATEHEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THEPRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OFWATER 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 2HOUR TEST PERIOD.
19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF
A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRYCALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID.CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED
ABOVE.
20. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANYCONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIREDFOR SCHEDULING.
21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTINGNEW 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 METERSSHALL 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 THECONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS.
25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OFRENTON. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO NOTIFYDEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OFBACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE
ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS.
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FORTESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN.
27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BEAS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUSOHIO, 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. ALLSURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAYAPPROACHES 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 OFINITIAL 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 IMPROVEDAREAS.
WATER UTILITY NOTES AND SPECIFICATIONS
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
S21+96438
438 2+0050+00
51+00
52+00
SSMH #1, TYPE 1-48"STA 51+13.80, 5.70' LRIM 437.13
EX. SSMH #5552, TYPE 1-48"STA 50+41.83, 1.41' LRIM 437.54
67 LF - 8" PVC SDR-35 132 LF - 8" PVC SDR-35
4 LF - 8" PVC SDR-35
SSMH #2, TYPE 1-48"STA 52+48.56, 4.00' LRIM 436.96
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+68.15PVI ELEV: 436.077K: 69.68LENGTH: 150.00LOW POINT STA: 51+73.47LOW 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 = 436.3136" (MIN.) SSMH #1, TYPE 1-48"
STA 51+13.80, 5.70' L
8" IE 430.93 (IN-N)
8" IE 430.83 (OUT-SE)
RIM 437.13
SSMH #2, TYPE 1-48"
8" IE 431.69 (IN-N)
8" IE 431.59 (OUT-S)
RIM 436.96
STA 52+48.56, 4.00' L
67 LF - 8" PVC SDR-35
@ S=0.51%
132 LF - 8" PVC SDR-35
@ S=0.50%
EX. SSMH #5552, TYPE 1-48"
STA 50+41.83, 1.41' L
6" IE 430.30 (IN-S) (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
4 LF - 8" PVC SDR-35
@ S=1.21% (STUB W/ CAP)
PIPE CROSSING TABLE
PIPECROSSING #
1
8
13
14
15
FG ELEV:
437.4±
436.6±
437.1±
437.1±
436.6±
TOP PIPE SIZE/
NETWORK
WATER/6"
WATER/8"
SEWER/8"
SEWER/8"
SEWER/8"
BOTTOM OFTOP PIPE
433.5
432.6
430.6
430.7
431.0
BOTTOM PIPE SIZE/
NETWORK
SEWER/8"
SEWER/8"
STORM/8"
STORM/8"
STORM/6"
TOP OFBOTTOM PIPE
431.5
432.0
429.3
429.7
430.3
APPROX.VERTICAL
SEPARATION
2.0'
0.6'
1.3'
1.0'
0.7'BOUN SHORT PLATSEWER PLAN & PROFILE
LUA16-000124, SHPL-A
CONSTRUCTION PLANS
BOUN SHORT PLATPPP-SS-TTTTCITY 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 #RENT159BRASS 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 PLACE NE SEWER PROFILE
SCALE: HORIZONTAL:1"=20'
VERYTICAL: 1"=5'
PROPOSED STORM MAIN (TYP)(SEE SHEET C4 FOR DETAILS)
PC1
LOT 1
FFE 438.50
LOT 2
FFE 437.00
LOT 3
FFE 437.50
LOT 4
FFE 437.50
CHELAN PLACE NE
PROPOSED STORM
MAIN (TYP)
(SEE SHEET C4.0FOR DETAILS)
EXISTING GRADE @
RIGHT OF WAY
CENTERLINE (TYP)
PROPOSED GRADE @RIGHT OF WAY
CENTERLINE (TYP)
EXISTING GRADE @RIGHT OF WAYCENTERLINE (TYP)
PROPOSED GRADE @
RIGHT OF WAYCENTERLINE (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 ANDAGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THATHAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY ANDPRESERVE 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 437.00
20'8" PVC CAPACCESS EASEMENTPROPOSED WATER MAIN(SEE SHEET C12 FOR DETAILS)
SSCO #1RIM 437.9
50+77.48, 20' R
6" IE 431.22 (IN-OUT)
LOT 1 STUBMAIN IE 430.68 LOT 7 STUBMAIN IE 431.06
LOT 2 STUBMAIN IE 431.08
LOT 6 STUB
MAIN IE 431.24
LOT 3 STUBMAIN IE 431.33 LOT 4 STUBMAIN IE 431.43
LOT 5 STUB
MAIN IE 431.44
PIPE CROSSING #1SEE TABLE THIS SHEET
(TO BE REMOVED)8" IE 430.49 (IN-NW) (NEW)
CORE DRILL & RECHANNEL MANHOLE
PROPOSED WATERMAIN (TYP)
(SEE SHEET C12.0
FOR DETAILS)
8" PVC CAP
PC13
PC14
PC8
PC15
PIPE CROSSING #13 & 14SEE TABLE THIS SHEET
PIPE CROSSING #8SEE TABLE THIS SHEET
PIPE CROSSING #15SEE TABLE THIS SHEET
SSCO #7RIM 436.951+42.71, 20' L
6" IE 431.38 (IN-OUT)
SSCO #2RIM 436.851+46.09, 20' R
6" IE 431.56 (IN-OUT)
SSCO #6
RIM 436.851+78.47, 20' L6" IE 431.56 (IN-OUT)
SSCO #5
RIM 437.252+17.71, 20' L6" IE 431.76 (IN-OUT)
SSCO #3RIM 437.151+96.66, 20' R6" IE 431.81 (IN-OUT)
SSCO #4RIM 437.152+16.11, 20' R
6" IE 431.91 (IN-OUT)
CHELAN PLACE NE SEWER PLAN
SCALE: HORIZONTAL:1"=20'
20 10 0 20 40
SCALE: 1" = 20'
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCEWITH 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 ALLTIMES 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 AREAPPROXIMATE AND IT SHALL BE THE CONTRACTOR’SRESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATIONSO 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 THESAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTIONSITE.
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 WITHAN 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. THESECOMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ONEACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THESAME 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 1983/1991METERS 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 EXTENDMINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHEDGRADE OR MUST HAVE MINIMUM 2’ DIAMETER CONCRETE RINGPOURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALLDIRECTIONS TO MATCH PAVING.
SANITARY SEWER NOTES AND SPECIFICATIONS
24 LF - 6" PVC SDR-35@ 2% (MIN.)24 LF - 6" PVC SDR-35@ 2% (MIN.)
24 LF - 6" PVC SDR-35@ 2% (MIN.)
27 LF - 6" PVC SDR-35@ 2% (MIN.)
16 LF - 6" PVC SDR-35
@ 2% (MIN.)
16 LF - 6" PVC SDR-35@ 2% (MIN.)
16 LF - 6" PVC SDR-35
@ 2% (MIN.)
27 LF - 6" PVC SDR-35
@ 2% (MIN.)
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
BOUN SHORT PLATSEWER NOTES & DETAILS
LUA16-000124, SHPL-A
CONSTRUCTION PLANS
BOUN SHORT PLATPPP-SS-TTTTCITY 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.