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THE KENNYDALE VUE POINT SHORT PLAT, FILE NO.
LUA14-000859; SHPL-A, IS APPROVED WITH CONDITIONS
AND SUBJECT TO THE FOLLOWING CONDITIONS:
1. A DEMOLITION PERMIT SHALL BE OBTAINED AND ALL
INSPECTIONS AND APPROVALS COMPLETED FOR THE
REMOVAL OF THE EXISTING SINGLE FAMILY HOME. ANY
EVIDENCE OF RATS SHALL BE ABATED PRIOR TO
DEMOLITION PERMIT ISSUANCE.
2. A FINAL DETAILED LANDSCAPE PLAN, INCLUDING THE
RETENTION PLAN AND TREE REPLACEMENT PLAN, SHALL
BE SUBMITTED TO AND APPROVED BY THE CURRENT
PLANNING PROJECT MANAGER PRIOR TO
CONSTRUCTION PERMIT ISSUANCE.
3. THE APPLICANT SHALL BE REQUIRED TO RECORD AN
ACCESS EASEMENT FOR THE BENEFIT OF LOTS 2 AND 3.
THE ACCESS EASEMENT SHALL BE RECORDED PRIOR TO,
OR CONCURRENT WITH, THE RECORDING OF THE
SHORT PLAT.
BASIS OF BEARINGS
RECORD OF SURVEY 20010607900002. THE MONUMENTED
CENTERLINE OF PARK AVENUE FROM NORTH 34TH STREET
TO NORTH 36TH STREET IS NORTH 01052'40" EAST.
VERTICAL DATUM
NAVD88. RENTON BENCHMARK RENT526: STEEL NAIL SET
2.0' EAST OF THE CENTER OF THE INTERSECTION OF N
33RD PL AND PARK AVE N. ELEVATION = 182.075.
A PORTION OF SECTION 32, TOWNSHIP 24 N., RANGE OS E., W.M.
H E IN 14"'f E)JkLE VU E POI
rl✓r i Il9L r Ivr1 LJ rvrl I r144L -IF ✓ uc V r ALA I I
J EASEMENT TRENCH FOR FUTURE j
ROOFTOP (TYP)
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CURVE TABLE
CURVE #
RADIUS
LENGTH
DELTA
C1
35.00
19.42
31047'18"
C2
35.00
19.42
31047'18"
C3
35.00
25.65
41058'58"
C4
35.00
25.57
41051'55"
BEYLER
CONSULTING
y CONTACT
x phone: 253-301-4157 OFFICE
y fax: 253-336-3950 7602 Bridgeport Way W
beylerconsulting.com Lakewood, WA 98499
SURVEYED: I SCALE:
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#334210-31,59
20 10 0 20 40
SCALE: 1" = 20'
Know what's below.
0111 before you dig.
PLEASE SEE SHEET TR1, TREE RETENTION PLAN PREPARED
BY ERIC WILLIAMS, REGISTERED LANDSCAPE ARCHITECT
FOR TREE REMOVAL AND REPLACEMENT DETAILS.
EACH LOT OF THE PROPOSED SHORT PLAT IS TO INSTALL
FIRE SPRINKLERS.
BEYLER CONSULT. VERTICAL- 19M
ill OF
1 "= =20' HORQONTAL: NAD 1983/1991 ,
DESIGNED: i
BML
DRAWN: bbL
RENTON
JAP ONE INCH DATU M 1►�
CHECKED:AT FULL SCALE Planning/Building/Public Works Dept.
BML IF NOT ONE INCH
NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY
LCB
SHEET C1
COVER/SITE PLAN
SURFACE AREA
CALCULATIONS
OFFSITE IMPROVEMENTS (INCLUDING
ROW DEDICATION)
ROADWAY IMPROVEMENTS
3,182 SF (PGIS)
TOTAL
3,182 SF (0.07 AC)
ONSITE IMPROVEMENTS
TEMPORARY EROSION AND SEDIMENT
SHARED PERVIOUS DRIVE
3, 033 SF (PGIS)
* CONCRETE DRIVE
1,000 SF (PGIS)
* POROUS CONCRETE DRIVE
500 SF (PGIS)
* * HOUSE FOOTPRINTS
6, 000 SF
TOTAL
10, 533 SF (0.24 AC)
TOTAL PGIS
7, 715 SF (0.18 AC)
* 500 SF HAS BEEN ASSUMED FOR DRIVE SURFACE FOR EACH LOT
** 2,000 SF HAS BEEN ASSUMED FOR HOUSE FOOTPRINTS FOR EACH LOT
BEYLER CONSULT. VERTICAL- 19M
ill OF
1 "= =20' HORQONTAL: NAD 1983/1991 ,
DESIGNED: i
BML
DRAWN: bbL
RENTON
JAP ONE INCH DATU M 1►�
CHECKED:AT FULL SCALE Planning/Building/Public Works Dept.
BML IF NOT ONE INCH
NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY
LCB
SHEET C1
COVER/SITE PLAN
SHEET C2
GRADING, DRAINAGE, & PAVING PLAN
SHEET C3
SURFACE WATER NOTES & DETAILS 1
SHEET C4
SURFACE WATER NOTES & DETAILS 2
SHEET C5
TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
SHEET C6
TEMPORARY EROSION AND SEDIMENT
CONTROL NOTES & DETAILS
SHEET C7
UTILITY PLAN
SHEET C8
SANITARY SEWER NOTES & DETAILS
SHEET C9
POTABLE WATER NOTES & DETAILS
SHEET C10
GUARD RAIL DETAILS
SHEET TR1
TREE RETENTION PLAN
SHEET LS1
LANDSCAPE PLAN
SHEET LS2
LANDSCAPE DETAILS
X
X
GARAGE:
NEW ASPHALT
REAR:
PAVEMENT
INTERIOR:
NEW PERVIOUS
___ __
PAVEMENT
T
NEW CONCRETE
PARCEL NUMBER:
SITE ADDRESS:
BOUNDARY
RIGHT OF WAY
CENTER LINE
EASEMENT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
SILT FENCE
CLEARING LIMITS
ORANGE CONSTRUCTION FENCING
TEMPORARY 6' CONSTRUCTION FENCE
NEW POROUS
CONCRETE
��� EXISTING TREE
EXISTING TREE
TO BE REMOVED
SEE TRI FOR DETAILS
334210-3165
1316 N 34TH ST,
RENTON, WA
SITE AREA: 23,429 SF (0.54 ACRES)
ZONING: R8, (RESIDENTIAL 8)
SETBACKS:
FRONT.
15'
GARAGE:
20'
REAR:
20'
INTERIOR:
5'
MAX IMPERVIOUS: 75%
LAND USE:
ACCESS & UTILITY EASEMENT 3, 914 SF
ROW DEDICATION 2,358 SF
REMAINING LOT AREA 17,157 SF (NET AREA)
TOTAL (OWNERSHIP AREA) 23,429 SF (0.54 AC)
PROPOSED DENSITY. 7.614 DU/ACRE
PRIVATE ACCESS & UTILITY EASEMENT 4, 077 SF
SINGLE FAMILY LOTS 16,994 SF
ROW DEDICATION 2,358 SF
TOTAL 23,429 SF
NET BUILDABLE AREA:
23,429 - 2,358 SF = 21,071 SF (0.484 AC)
OWNER/CLIENT: ENGINEER:
WA DEVELOPERS 4L LLC BEYLER CONSULTING
31811 PACIFIC HWY S # 298 7602 BRIDGEPORT WAY
FEDERAL WAY WA 98003 LAKEWOOD, WA 98499
TEL: 206-949-9850 TEL: 253-301-4157
CITY OF RENTON
APPROVED BY.
DATE:
APPROVED BY:
DATE:
APPROVED BY:
DATE:.
APPROVED BY:
DATE:.
KENNYDALE VUE POINT SHORT PLAT
CONSTRUCTION PLANS
LUA14-000859 & U14-005633
COVER SHEET/SITE PLAN
DATE:
01 /27/2015
FIELDBOOK: NA
PAGE: NA
DRAWING NO:
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SHEET: OF.
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A NON -WOVEN GEOTEXTILE SHOULD BE PLACED BETWEEN
THE SUBGRADE AND AGGREGATE BASE AS WELL AS SIDE
SLOPES OF THE OPEN GRADE BASE PERIMETER TO PREVEN'
CLOGGING OF INFILTRATION SURFACES. AASHTO M-288
(AASHTO 2010) PROVIDES GUIDANCE FOR SELECTION OF
GEOTEXTILES SPECIFICALLY FOR SEPARATION AND
DRAINAGE APPLICATIONS. THE GEOTEXTILE MUST PASS
WATER AT A GREATER RATE THAN THE SUBGRADE SOILS
(0.5 INCHES/HR) AND APPARENT OPENING SIZE OF 0.25 M)
MAX.
REFER TO THE REPORT PREPARED BY GEORESOURCES,
LLC FOR FURTHER GEOTECHNICAL AND PAVEMENT
RECOMMENDATIONS
_"GEOTECHNICAL CONSULTATION LETTER: POROUS
PAVEMENT FOR THE SLAVIC CHRISTIAN CENTER"
DATED: OCTOBER 22, 2013
CONTACT. BRAD P. BIGGERSTAFF, LEG &
DANA C. BIGGERSTAFF, P.E.
OFFICE: 253-896-1011
FAX: 253-896-2633
1. SUBGRADE SHALL BE SCARIFIED PRIOR TO
PLACEMENT OF NON -WOVEN GEOTEXTILE AND FINAL
GRADING. FINAL GRADING SHOULD BE COMPLETED
BY MACHINERY OPERATING ON A PRELIMINARY
SUBGRADE THAT IS AT LEAST 12 INCHES HIGHER
THAN FINAL GRADE OR STRUCTURES TO DISTRIBUTE
EQUIPMENT LOAD (e.g., STEEL PLATES OR
AGGREGATE BASE MATERIAL). FINAL EXCAVATION
THEN PROCEEDS AS MACHINERY IS PULLING BACK
AND TRAVELING ON PRELIMINARY GRADE AS FINAL
GRADE IS EXCAVATED.
2. TO PREVENT COMPACTION WHEN INSTALLING THE
AGGREGATE BASE, THE FOLLOWING STEPS
(BACK -DUMPING) SHOULD BE FOLLOWED:
(1) - THE AGGREGATE DISCHARGE BASE IS DUMPED
ONTO THE SUBGRADE FROM THE EDGE OF THE
INSTALLATION AND AGGREGATE IS THEN PUSHED
OUT ONTO THE SUBGRADE.
(2) - TRUCKS THEN DUMP SUBSEQUENT LOADS FROM
ON TOP OF THE AGGREGATE BASE AS THE
INSTALLATION PROGRESSES.
3. AVOID SUBGRADE PREPARATION DURING THE WET
SEASON (SOIL COMPACTION INCREASES
SIGNIFICANTLY IS SOIL IS WET).
4. IF MACHINERY (RECOMMENDED LGP EQUIPMENT)
MUST ACCESS THE FINAL GRADE, LIMIT THE ACCESS
TO A SPECIFIC TRAVEL WAY THAT CAN BE TILLED
BEFORE APPLICATION OF THE BASE AGGREGATE OR
PLACE HEAVY STEEL PLATES ON SUBGRADE AND
LIMIT TRAFFIC TO THE PROTECTIVE COVER.
5. NOTE: ALLOWING HEAVY MACHINERY ON PERMEABLE
PAVING SUBGRADES DURING WET OR SATURATED
CONDITIONS WILL RESULT IN DEEP COMPACTION
(OFTEN 3 FEET) AND CANNOT BE COMPENSATED FOR
BY SHALLOW TILLING OR RIPPING SOIL.
}
f
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END ROAD
IMPROVEMENTS
STA, 2+53.16
TOP 203.0 -�
....- - TOE ZD1.0 -
27' RIGHT OF
WAY DEDICATION
TOP 209.2-�
TOE 203.5
/77///
TOP 209.2 O
TOE 203.3
EX. S SMH, -
STA 5+00,60, Q' R
4+80
TOP 204.6
TOE 201.3
y �
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'AA1 TOP 202.5 f
TOE 195.0 r `
'UARDRAIL. SEE ROAD
SECTION DETAILS ON.
, SHEET C3
DATE:
APPROVED BY:
DATE:
-
2' TO 8' HIGH
-
DATE:
TRENCH
RETAINING WALL;
RIM
(DESIGNED BY
PIPE OUT SIZE
OTHERS)
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6 LF, PVC @ 2%
7 LF, PVC @ 2%
.
1308,N 34 72 S. ST#334210,
f
7
4" IE 206.9 (N -IN)
5 x 48 x 2
CB #4
RIM 193.00 i
4" IE 206.8 (S -OUT)
4 " IE 192.00 (IN -N)
OUTLET DRAIN WALL PIPE .
(SEE 'FOOTING DRAINS' NOTE }.
6LF, PVC @2%
THIS SHEET)
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209.5±
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4" IE 206.4 (W -IN)
t4f
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CURB
BEGIN ROAD
IMPROVEMENTS
STA. 1+93.99
I
TYPE 1 (TYP) PER COR
STD, PLAN 200.00
110.3 N 36 7' A S7,
1419 YV`3,6T,1-[ST
CB #1 334--110---314
N88 °42'15"W 232.01 '
w }
p� �` �,} �__� 20.
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NORTH 36TH STREET!
(FOREST A VENUE) p`
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I
io: - - - - ------
NORTHA
34TH STREET y n
FOOTING DRAINS (50' PUBLIC ROW) f
;
ALL FOOTING WALLS SHALL BE PROVIDED WITH A DRAIN AT THE
BASE OF THE FOOTING ELEVATION. DRAINS SHOULD CONSIST
OF 4" RIGID PVC PIPE SURROUNDED BY FREE DRAINING
GRANULAR MATERIAL, ESSENTIALLY FREE FROM VARIOUS TYPES
OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE
MATERIALS PER WSDOT STANDARD SPECIFICATION 9-03.12(2).
THE LEVEL OF THE PERFORATIONS IN THE PIPE SHOULD BE SET
AT OR SLIGHTLY BELOW THE BOTTOM OF THE FOOTING AND THE
DRAINS SHOULD BE CONSTRUCTED WITH SUFFICIENT GRADIENT
TO ALLOW GRAVITY DISCHARGE AWAY FROM THE BUILDING. SEE
SHEETS C3 AND C4 FOR DETAILS
Know what's below.
0111 before you dig.
NO.
REVISION
2+00
0
CUT 552 CY
r a� FILL 286 CY
1425N 361`HST NET 265 CY (CUT)
#334210-3143
VOLUMES ARE PRELIMINARY, A SHRINKISWELL FACTOR HAS NOT BEEN APPLIED.
5'x48' INFILTRATION
OSED 20' PERVIOUS TRENCH FOR FUTURE
ALT ROADWAY ROOFTOP (TYP) SEE
DETAIL ON SHEET C3
END ROAD
= [.I, 4 IMPROVEMENTS
1 - STA. 6+90,48, R 16.50'
23' ACCESS &
''- UTILITIES EASEMENT _
A NON -WOVEN GEOTEXTILE SHOULD BE PLACED
`.� BETWEEN THE SUBGRADE AND AGGREGATE
BASE AS WELL AS SIDE SLOPES OF THE OPEN
GRADE BASE PERIMETER TO PREVENT CLOGGING A
1L
'OF INFILTRATION SURFACES.
3+00
ROAD WAY PROFILE
SCALE: HORIZ 1 "=20' VERT 1 "=5'
SURVEYED: SCALE:
BEYLER CONSULT. 1 „=20' HORIZONTAL: NAD1983%1991
DESIGNED:
BML
DRAWN:
JAP ONE INCH DATU M
CHECKED: AT FULL SCALE
BML IF NOT ONE INCH
DATE A P P R APPROVED: SCALE ACCORDINGLY
LCB
20 10 0 20 40
SCALE: 1" = 20'
.YLA %'D .:' T ,--aIIEI N,'
L.
.3407 d 11,' O 141.% 'VE' %✓
3.x4:1 3159
215
210
Ivtm
200
195
190
189
3+80
"" CITY OE
RENTON
Planning/Building/Public Works Dept.
APPROPRIATE DESIGN, CONSTRUCTION AND MAINTENANCE
MEASURES WILL BE REQUIRED TO ENSURE THE
INFILTRATION RATE CAN BE EFFECTIVELY MAINTAINED
OVER TIME. IT SHOULD BE NOTED THAT SPECIAL CARE IS
REQUIRED DURING THE GRADING AND CONSTRUCTION
PERIODS TO AVOID FINE SEDIMENT CONTAMINATION OF
THE INFILTRATION SYSTEM. THIS MAY BE ACCOMPLISHED
BY USING AN ALTERNATIVE STORM WATER MANAGEMENT
LOCATION DURING GRADING AND CONSTRUCTION
ACTIVITIES. ALL CONTRACTORS WORKING ON THE SITE
(BUILDERS AND SUBCONTRACTORS) SHOULD BE ADVISED
TO AVOID "DIRTY" STORMWATER FLOWING TO THE SITE'S
STORMWATER SYSTEM DURING CONSTRUCTION AND
LANDSCAPING ACTIVITIES AT THE SITE. CONCRETE
TRUCKS SHOULD NOT BE WASHED OR CLEANED ON-SITE.
SUSPENDED SOLIDS COULD CLOG THE UNDERLYING SOIL
AND REDUCE THE INFILTRATION RATE FOR THE SYSTEM.
TO REDUCE POTENTIAL CLOGGING OF THE INFILTRATION
SYSTEMS, THE INFILTRATION SYSTEM SHOULD NOT BE
CONNECTED TO THE STORMWATER RUNOFF SYSTEM UNTIL
AFTER CONSTRUCTION IS COMPLETE AND THE SITE AREA
IS LANDSCAPED, PAVED OR OTHERWISE PROTECTED.
TEMPORARY SYSTEMS MAY BE UTILIZED THROUGH
CONSTRUCTION. PERIODIC SWEEPING OF THE PAVED
AREAS WILL HELP EXTEND THE LIFE OF THE INFILTRATION
SYSTEM.
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B
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 THE CITY PRIOR TO CONSTRUCTION.
2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF
BANK STABILIZATION AND EROSION CONTROL.
ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE
AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD
RIGHT-OF-WAY SHALL BE CONSTRUCTED IN
ACCORDANCE WITH CITY STANDARDS. ROCKERIES
OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE
INTERNATIONAL BUILDING CODE.
R-383901 ac
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 7602 Bridgeport Way W
beylerconsulting.com Lakewood, WA 98499
CITY OF RENTON
APPROVED BY:
DATE:
APPROVED BY:
DATE:
APPROVED BY:
DATE:
APPROVED BY.
DATE:
TRENCH
ZD
RIM
PIPE ZN
PIPE OUT SIZE
c
(WxLxD)
6 LF, PVC @ 2%
7 LF, PVC @ 2%
CB #1
209.0±
4" (STUB) IE 207.0 (W -IN)
4" IE 206.9 (N -IN)
5 x 48 x 2
7
4" IE 206.9 (E -OUT)
4" IE 206.8 (S -OUT)
6LF, PVC @2%
8LF, PVC @2%
CB #2
209.5±
4" (STUB) IE 206.5 (S -IN)
4" IE 206.4 (W -IN)
5 x 48 x 2
4" IE 206.4 (N -OUT)
4" IE 206.2 (E -OUT)
6 LF, PVC @ 2%
5 LF, PVC @ 2%
CB #3
209.0±
4" (STUB) IE 207.0 (N -IN)
4" IE 206.9 (N -IN)
5 x 48 x 2
4" IE 206.9 (S -OUT)
4" IE 206.8 (S -OUT)
R-383901 ac
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 7602 Bridgeport Way W
beylerconsulting.com Lakewood, WA 98499
CITY OF RENTON
APPROVED BY:
DATE:
APPROVED BY:
DATE:
APPROVED BY:
DATE:
APPROVED BY.
DATE:
KENNYDALE VUE POINT SHORT PLAT
CONSTRUCTION PLANS
LUA14-000859 & U14-005633
GRADING, DRAINAGE, AND PAVING PLAN
DATE:
01 /27/201
FIELDfBOOK: NA
PAGE: NA
DRAWING NO:
C2
SHEET: 2 OF:13
MMEMEEMEA:
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2' TO 8' HIGH RETAINING
WALL TO BE DESIGNED AND
PROVIDED BY OTHERS
(SEE SECTION 2 THIS SHEET
FOR ADDITIONAL WALL INFO)
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27RIGHT OF WAY DEDICATION
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5' 20' ROADWAY IMPROVEMENT
OW
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2'
�0 3' 2'
20' ROADWAY
2'
3 W
CONC CURB
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RENTON PLAN REVIEW SECTION AND THE APPLICANT.
SEE ROADWAY SECTION 1 FOR
TYPE 1 WSDOT BEAM
�u_ o
I
- 2%
GUARD RAIL W/ SKT-TL2
v
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
TERMINAL. (SEE SHEET
o
E bwG_ RADE
I
C10 FOR DETAILS) 4" HMA CL 1/2"
(n I
!r
(PG 64-22)
PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE
RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL
VARIES
ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM
EX PRIVATE ---- ; , ` r COMPACT SUBGRADE TO
DRIVE ACHIEVE 95% OF MAXIMUM
DENSITY STANDARD PROCTOR
W
TYPE 31 WSDOT BEAM GUARD
I RAIL PER WSDOT STANDARD
cj� I PLAN (SEE SHEET C10 FOR
DETAILS, TOGETHER WITH
ul
THE ACCOMPANYING WALL
U-) DESIGN PLANS PREPARED BY
EARTH SOLUTIONS NW INC.)
2' TO 8' HIGH RETAINING
WALL TO BE DESIGNED AND
PROVIDED BY OTHERS
NOTE: ALL WALLS 4' OR
HIGHER ARE TO BE
DESIGNED BY A STATE
LICENSED STRUCTURAL
I ENGINEER
I
5�
6" CSTC
rj---� ROADWAY SECTION
C3) SCALE: N. T. S.
EX 40' ROW
z
J
1.
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE
13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION
I
I
5' 20' ROADWAY IMPROVEMENT
OW
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2'
2' 1 r
J
p I
EXTRUDED
o
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RENTON PLAN REVIEW SECTION AND THE APPLICANT.
SEE ROADWAY SECTION 1 FOR
3.
PAVEMENT SPECIFICATIONSro
I
- 2%
THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE
4" CRUSHED ROCK
LEVELING PAD (5/8 MINUS) •A
2 R DAD WAY SECTION
C3 SCALE: N. T. S.
8" WATER MAIN
EXTENSION
DRAINAGE FILL
- 4" PERFORATED
RIGID DRAIN PIPE
EX GRADE
r'
1
r
SURFACE WATER STANDARD PLAN NOTES
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-8
STANDARDS.
1.
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE
13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION
DATE:
WATER UTILITY.
PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY
2.
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A
MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS
o
PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF
COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS
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RENTON PLAN REVIEW SECTION AND THE APPLICANT.
PASSED.
3.
ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH
14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN
THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE
OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC
PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
c
WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE
PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE
RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL
OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE
ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
THE ABOVE REQUIREMENTS FOUND IN THIS PLANS, ALL
TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS
CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING
4.
APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN
MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING
CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER
BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C" WITH THE
CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER
EXCEPTION OF PVC PIPE.
DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE
16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT
APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY
TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN
17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND
APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT,
MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE
SURFACE WATER UTILITY SECTION.
STRUCTURES ASSOCIATED WITH A PERMANENT
5.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
WHENEVER CONSTRUCTION IS IN PROGRESS.
18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN
6.
GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE
ACCORDANCE WITH RENTON MUNICIPAL CODE TABLE 4-2-110A
HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO
SETBACKS LINES.
WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED
19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW
WITH A WRITTEN DECISION BY THE CITY OF RENTON.
PAVEMENT LEVEL.
7.
IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO
20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON
OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE
RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A
INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW
MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE
AND APPROVAL PRIOR TO CONSTRUCTION.
BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF
8.
FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT
ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND
SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED
QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST
UNLESS AN APPROVED SET OF PLANS THAT MEET ALL
MEET THE FOLLOWING SPECIFICATIONS:
REQUIREMENTS OF CHAPTER 4 OF THE 2009 KING COUNTY SURFACE
4 - 8 INCH ROCK/ 40 - 70% PASSING;
WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON.
2 - 4 INCH ROCK 130 - 40% PASSING; AND
9.
DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE
LESS THAN 2 INCH ROCK/ 10 - 20% PASSING.
CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE
21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE
NOTED ON THE PLANS.
CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED
10.
ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF
BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION.
STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR
AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF
REVIEW AND APPROVAL.
THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON
11.
ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE
COMPLETION.
BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD
22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH
PROCTOR.
INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR
12.
OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED
INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE
UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS
FOLLOWING:
SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST
THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN
ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF
ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION
DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS,
AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO
Z ACCESS & UTILITY EASEMENT �, w
I (WIDTH VARIES) i
W I �-
2' 20' ROADWAY i
0 W
9.5' 16' I Q
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= I ,p
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o = ASPHALT I o
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I _ ON SHEET C4
GRADING P ANA TION`
SERE
PROPOSED 4" WATER
MAIN EXTENSION
NO. I REVISION
1
1' TO 2.5' HIGH
RETAINING WALL
E,`< GRADE w,__3
PROPOSED 8" SEWER
MAIN EXTENSION
r3---� ROADWAY SECTION
C3 SCALE: N.T.S.
TYPE 1
CATCH
BASIN
12" RECTANGULAR
ADJUSTMENT SECTION
4" WALL
DRAIN PIPE
REMOVE THE 3 UNUSED KNOCKOUTS
TO ALLOW FOR WATER TO EXIT THE
STRUCTURE AND TO INFILTRATE IN
SURROUNDING DRAIN ROCK
SIDES OF HOLE LINED
WITH FILTER FABRIC
RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH
OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN
APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN
APPROVED OUTFALL LOCATION.
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A
FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN".
THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE,
AND BE SECURED TO THE STAKE.
C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS
DESCRIBED IN CHAPTER 4 OF THE 2009 KING COUNTY SURFACE
WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL
BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER
ACCEPTABLE DETECTION.
D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE
SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL
LOTS.
E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR
COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE
LINES WITH RESPECT TO OTHER UTILITIES (E. G. POWER, GAS,
TELEPHONE, TELEVISION).
F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND
MAINTAINED BY THE LOT HOME OWNER.
G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING
FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED
TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM
INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE.
23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED,
LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST
DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER
SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE
MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE
ADDED TO MAINTAIN THE MOISTURE CAPACITY.
24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY
PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE
CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE
CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED
WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF
RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER
FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED
DURING CONSTRUCTION.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT,
FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE,
HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY
IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK
WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN
APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION
SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD
SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA)
SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE
WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS
(RMC 4-3-050).
4 DRY WELL DETAIL
C3 SCALE: NTS
L
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 7602 Bridgeport Way W
beylerconsulting.com Lakewood, WA 98499
SURVEYED: SCALE: VERTICAL-NAVD 1988
B EYLE R CONSULT. 1 „= 2 0' HORIZONTAL: NAD 1983/1991
DESIGNED:
BML
DRAWN:
JAP ONE INCH DATU M
CHECKED: AT FULL SCALE
BML _ IF NOT ONE INCH
BY DATE AP P R APPROVED: SCALE ACCORDINGLY
LCB
CITY OE
RENTON
Planning/Building/Public Works Dept.
PLAN VIEW
SECTION VIEW
48" DIA. HOLE FILLED
WITH 1 z"- 3" WASHED
DRAIN ROCK
1 ' MIN COVER
OVER DRAIN ROCK
N
1-
MIN 1' ABOVE SEASONAL
HIGH GROUND WATER TABLE
KENNYDALE VUE POINT SHORT PLAT
CONSTRUCTION PLANS
LUA14-000859 & U14-005633
SURFACE WATER NOTES & DETAILS
DATE:
01/27/2015
FIELDBOOK: NA
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CITY OF RENTON
APPROVED BY:
DATE:
APPROVED BY:
DATE:
APPROVED BY:
DATE:
APPROVED BY:
DATE:
KENNYDALE VUE POINT SHORT PLAT
CONSTRUCTION PLANS
LUA14-000859 & U14-005633
SURFACE WATER NOTES & DETAILS
DATE:
01/27/2015
FIELDBOOK: NA
PAGE: NA _
DRAWING NO:
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4" POROUS CL -1/2" HMA
WITH KEVLAR FIBERS
(PG 70-22 POLYMER MODIFIED)
�- 2 " CHOKER COURSE
(SEE NOTES)
6" AGGREGATE DISCHARGE
SUBBASE (ADS) (SEE NOTES)
90-100
MINIMUM
55-90
U.S. NO. 4
AGGREGATE
U. S. NO. 8
0-20
DISCHARGE
0-13
U.S. NO. 200
SUBBASE
LIGHTLY COMPACT EACH LIFT, COMPACT
er
THICKNESS
130
10 -TON VIBRATORY ROLLER UNTILL THERE IS
5+,00-
NO VISIBLE MOVEMENT OF THE AGGREGATE.
3 POROUS
CONCRETE SECTION
C4 SCALE: NTS
` '<• ` �,`� ` FILL AREA k <.
AGGREGATE DISCHARGE
NON -WOVEN GEOTEXTILE
SUBBASE MEETING THE
ALONG BOTTOM & SIDES PER
CHARACTERISTICS
WSDOT SECTION 9-33.2(1) ?_.. EXiS j ING
BELOW SHALL BE
TABLE 3 (SEE GEOTEXTILE NON -COMPACTED
UTILIZED IN AREAS OF
NOTE SHEET C2) SCARIFIED SUBGRADE
FILL (SEE NOTES)
PERVIOUS PAVEMENT SECTION (TYP)
C4 SCALE: N. T. S.
AGGREGATE
DISCHARGE
SUBBASE
(ADS)
NON -WOVEN
GEOTEXTILE LINER
ALONG BOTTOM & SIDES
EXISTING
NON -COMPACTED
SCARIFIED
SUBGRADE
PERVIOUS
ASPHALT
(TYP)
IMPERMEABLE LINER (30 MIL PVC
MEMBRANE ENTEDED FROM THE TOP OF
AGGREGATE BASE AND 12 INCHES ONTO
THE BOTTOM OF THE SUBGRADE) TO
PROTECT STANDARD HMA BASE COURSE
FROM MIGRATING INTO THE MORE OPEN
GRADED AGGREGATE BASE
STANDARD
F HMA (TYP)
E i: i 3
......- INCREASE ADS DEPTH TO
CREATE RESERVOIR AT
POINT OF OVERFLOW
1`2 PERVIOUS ASPHALT RESERVOIR DETAIL
C4 / SCALE: N.T.S.
LANDSCAPING
CRUSHED
SURFACING
TOP COURSE
(CSTC)
EXISTING
COMPACTED
SUBGRADE
POROUS HOT MIX ASPHALT (PHMA) NOTES
SOURCE: 2015 POROUS PAVEMENT UNIFIED SPEC. COMMITTEE;
PROPOSED FINAL SPECIAL PROVISION POROUS HOT MIX ASPHALT THE FIBE
POROUS HOT MIX ASPHALT THE INJE
DESCRIPTION
SECTION 5-04.1 IS SUPPLEMENTED WITH THE FOLLOWING:
THIS WORK SHALL CONSIST OF PROVIDING AND PLACING
ONE OR MORE LAYERS OF PLANT -MIXED POROUS HOT MIX
ASPHALT (PHMA) ON A PREPARED FOUNDATION OR BASE IN
ACCORDANCE WITH THESE SPECIFICATIONS AND THE LINES,
GRADES, THICKNESSES, AND TYPICAL CROSS-SECTIONS
SHOWN IN THE PLANS OR ESTABLISHED BY THE ENGINEER.
THE MANUFACTURE OF PHMA MAY INCLUDE POROUS WARM
MIX ASPHALT (PWMA) PROCESSES IN ACCORDANCE WITH
THESE SPECIFICATIONS. PWMA PROCESSES INCLUDE
ORGANIC ADDITIVES, CHEMICAL ADDITIVES, AND FOAMING.
HMA SHALL BE COMPOSED OF ASPHALT BINDER AND
MINERAL MATERIALS AS MAYBE REQUIRED, MIXED IN THE
PROPORTIONS SPECIFIED TO PROVIDE A HOMOGENEOUS,
STABLE, AND WORKABLE MIXTURE. WORK SHALL ALSO
INCLUDE PREPARATION AND PROTECTION OF SUBGRADE,
SUBBASE AND LEVELING COURSE SPECIFIC TO PHMA.
MATERIALS
SECTION 5-04.2 IS SUPPLEMENTED WITH THE FOLLOWING:
AGGREGATE GRADATION:
1/2"
90-100
3/8"
55-90
U.S. NO. 4
10-40
U. S. NO. 8
0-20
U.S. NO. 40
0-13
U.S. NO. 200
0-5
THE AGGREGATE SHOULD CONSIST OF CRUSHED STONE
WITH A PERCENT FRACTURE GREATER THAN 90% ON TWO
FACES ON THE NO. 4 SIEVE AND ABOVE, WHEN TESTED IN
ACCORDANCE WITH THE FIELD OPERATING PROCEDURES
FOR AASHTO T 335.
RECYCLED ASPHALT PAVEMENT SHALL NOT BE USED IN
PHMA.
MIX DESIGNS FOR PHMA SHALL BE SUBMITTED TO THE
PROJECT ENGINEER ON WASHINGTON STATE DOT FORM
350-042 WITH THE ADDITIONAL PHMA TEST DATA REQUIRED
BY THIS SPECIFICATION PROVIDED AS A ONE PAGE
SUPPLEMENTAL ATTACHMENT.
THE ANTI -STRIPPING REQUIREMENTS FOR PHMA SHALL BE
EQUIVALENT TO THE ANTI -STRIPPING REQUIREMENT FOR
SAME MAXIMUM NOMINAL AGGREGATE CLASS OF DENSE
GRADED HMA DESIGN FROM THE SAME AGGREGATE
MATERIALS SOURCE.
CONSTRUCTION REOUIREMENTS
SECTION 5-04.3 IS SUPPLEMENTED WITH THE FOLLOWING:
5-04.3(1) HOT MIX ASPHALT MIXING PLANT
THIS SECTION IS SUPPLEMENTED WITH THE FOLLOWING:
PLANTS USED FOR PREPARATION OF HMA AND PHMA SHALL
CONFORM TO THE FOLLOWING REQUIREMENTS:
FIBER SUPPLY SYSTEM
WHEN FIBER STABILIZING ADDITIVES ARE USED FOR PHMA
(IF NEEDED TO ACHIEVE THE DRAIN DOWN SPECIFICATION),
A SEPARATE FEED SYSTEM THAT MEETS THE FOLLOWING
WILL BE REQUIRED:
ACCURATELY PROPORTIONS BY WEIGHT THE REQUIRED
QUANTITY INTO THE MIXTURE IN SUCH A MANNER THAT
UNIFORM DISTRIBUTION WILL BE OBTAINED.
4" PERVIOUS CONCRETE
• CEMENT SHALL BE PORTLAND CEMENT TYPE I OR TYPE II
CONFORMING TO ASTM C150.
• PROPOSED PERVIOUS MIXTURE DESIGN SHOULD BE FROM AN
EXPERIENCED PERVIOUS CONCRETE SUPPLIER.
• CONTRACTOR SHALL PLACE TEST PANELS USING MIX
PROPORTIONS, MATERIALS, PERSONNEL, AND EQUIPMENT
PROPOSED FOR THE PROJECT. TEST THE FRESH AND
HARDENED DENSITY AND THICKNESS OF TEST PANELS PER
THE CURRENT VERSION OF ACI 522. IF THE TEST PANEL IS
OUTSIDE ACCEPTABLE LIMITS FOR ONE OR MORE OF THE
TEST, THE TEST PANEL SHALL BE REMOVED AND REPLACED
AT THE CONTRACTOR'S EXPENSE
• FOR ACCEPTANCE OF THE DRIVEWAY PERMEABILITY, THROW
A BUCKET OF WATER ON THE SURFACE, IF ANYTHING OTHER
THAN VERY SMALL PUDDLES APPEAR, ADDITIONAL TESTING
IS NECESSARY PRIOR TO ACCEPTING THE CONSTRUCTION
`- NON -WOVEN GEOTEXTILE FABRIC
CITY OF RENTON
(BOTTOM & SIDES) PER WSDOT
SUBGRADE COMPACTION SHALL BE
SECTION 9-33.2(1) TABLE 3
FIRM AND UNYIELDING, 90-92%
6" MIN. PERMEABLE BALLAST. WSDOT SPEC
STANDARD PROCTOR. USE STATIC
9-03.9(2), 3/4" TO 2 1/2", AND A MINIMUM
DUEL WHEEL SMALL MECHANICAL
POROSITY OF 30%. INSTALL IN MAX 8" LIFTS.
ROLLER OR PLATE VIBRATION
LIGHTLY COMPACT EACH LIFT, COMPACT
MACHINES FOR COMPACTION.
COMPLETE BASE COURSE WITH A MINIMUM
130
10 -TON VIBRATORY ROLLER UNTILL THERE IS
5+,00-
NO VISIBLE MOVEMENT OF THE AGGREGATE.
3 POROUS
CONCRETE SECTION
C4 SCALE: NTS
RS SHALL BE UNIFORMLY DISTRIBUTED PRIOR TO
CTION OF THE ASPHALT BINDER INTO THE
MIXTURE.
WHEN A CONTINUOUS OR DRIER -DRUM TYPE PLANT IS USED,
THE FIBER SHALL BE ADDED TO THE AGGREGATE AND
UNIFORMLY DISPERSED PRIOR TO THE INJECTION OF
ASPHALT BINDER.
SURGE AND STORAGE SYSTEMS
THE STORAGE TIME FOR PHMA MIXTURES NOT HAULED
IMMEDIATELY TO THE PROJECT SHALL BE NO MORE THAN
FOUR (4) HOURS FOR NON -INSULATED SILOS OR EIGHT (8)
HOURS FOR INSULATED SILOS. PLACEMENT TEMPERATURE
SPECIFICATIONS SHALL STILL BE MET REGARDLESS OF SILO
STORAGE TIME.
HAULING EQUIPMENT
SECTION 5-04.3(2)
THE TEMPERATURE OF THE MIX AT THE TIME OF DISCHARGE
FROM THE HAUL VEHICLE SHALL BE WITHIN THE
TEMPERATURE RANGE IDENTIFIED IN THE APPROVED PHMA.
(SEE ENGINEER'S NOTE 1 BELOW)
A MIX DESIGN
SECTION 5-04.3(7)A IS SUPPLEMENTED WITH THE
FOLLOWING FOR POROUS HMA:
THE ASPHALT BINDER FOR PHMA SHALL BE PG 70-22ER
POLYMER MODIFIED OR HIGHER GRADE. BINDER CONTENT
SHALL BE BETWEEN 6.0% AND 7.0% BY TOTAL WEIGHT OF
THE MIX, AND WILL BE THE HIGHEST PERCENTAGE THAT
PASSES BOTH THE DRAIN DOWN AND VOID REQUIREMENTS
TESTS AT NDESIGN = 75 GYRATIONS. THE BINDER CONTENT
TOLERANCE SHALL BE ±0.5% DURING PRODUCTION/
PLACEMENT OF THE PHMA. THE CONTRACTOR SHALL ADJUST
THE AGGREGATE TO MEET THE MAXIMUM DRAIN DOWN TEST
REQUIREMENTS WITHIN THE RANGES PROVIDED IN SECTION
9-03.8.
• DRAIN DOWN SHALL BE 0.3 %, MAXIMUM, ACCORDING TO
ASTM D6390-05.
• VOID RATIO SHALL BE 16% TO 2501b PER ASTM D3203 AT
NDESIGN = 75 GYRATIONS.
THE CONTRACTOR SHALL INCLUDE IN THE SUBMITTAL
LETTER FROM THE POLYMER -MODIFIED ASPHALT SUPPLIER
THE RECOMMENDED MIXING, DELIVERY, AND COMPACTION
TEMPERATURES. THE CONTRACTOR SHALL DETERMINE
ANTI -STRIP REQUIREMENTS FOR PHMA AND PROVIDE DATA
FOR ANTI -STRIPPING. THE ASPHALTIC MIX SHALL BE TESTED
FOR ITS RESISTANCE TO STRIPPING BY WATER IN
ACCORDANCE WITH ASTM D-3625. IF THE ESTIMATED
COATING AREA IS NOT ABOVE 95 PERCENT, ANTI -STRIPPING
AGENTS SHALL BE ADDED TO THE ASPHALT. CONTRACTOR
SHALL BE RESPONSIBLE FOR CONDUCTING THE
ANTI -STRIPPING EVALUATION AND PROVIDING A REPORT TO
THE ENGINEER. AS SPECIFIED IN 5-04.2 (ABOVE),
ANTI -STRIP EVALUATION OF AN EXISTING DENSE GRADED
HMA OF THE SAME MAXIMUM NOMINAL AGGREGATE CLASS
CAN BE USED AS THE BASIS FOR ANTI -STRIP DOSAGE
RATES.
ACCEPTANCE SAMPLING AND TESTING - HMA MIXTURE
SECTION 5-04.3(8)A IS SUPPLEMENTED WITH THE
FOLLOWING:
COMMERCIAL EVALUATION WILL BE THE BASIS FOR
ACCEPTANCE OF PHMA.
SPREADING AND FINISHING
SECTION 5-04.3(9) IS SUPPLEMENTED WITH THE
LONGITUDINAL
SLOPE (TYP.) PERMEABLE
(10% MAX) PAVEMENT
AGGREGATE
DISCHARGE
SUBBASE (ADS)
\.._J__'`°.. CHECK DAM, � `�� j -r a
�. w IMPERMEABLE,--
y MATERIAL ,r Z - -
>
------
NON-WOVEN
---- NON -WOVEN
� ��
GEOTEXTILE 1- TING
---------
-
UNCOMPACTED
SUBGRADE
NOTE: TO INCREASE INFILTRATION, IMPROVE FLOW ATTENUATION, AND REDUCE STRUCTURAL
PROBLEMS ASSOCIATED WITH SUBGRADE EROSION ON SLOPES, IMPERMEABLE CHECK DAMS SHALL
BE PLACED ON THE SUBGRADE AND BELOW THE PAVEMENT SURFACE (SEE PERVIOUS PAVEMENT
CHECK DAM DETAIL THIS SHEET). THE DISTANCE BETWEEN BERMS WILL VARY DEPENDING ON
SLOPE BUT SHALL BE PLACE APPROXIMATELY EVERY SIX INCHES (0.5') OF ELEVATION CHANGE.
PERVIOUS PAVEMENT CHECK DAM DETAIL
SCALE: N.T.S. (REFERENCE 2012 DOE SMMWW - FIG 5.3.6)
FOLLOWING:
PLACEMENT TEMPERATURE OF THE MIXTURE SHALL BE
WITHIN THE TEMPERATURE RANGE IDENTIFIED IN THE
APPROVED PHMA SUBMITTAL. (SEE ENGINEER'S NOTES 2.
BELOW)
COMPACTION
21 SECTION 5-04.3(10)A IS SUPPLEMENTED WITH THE
FOLLOWING FOR PHMA:
PNEUMATIC TIRE ROLLERS SHALL NOT BE USED.
THE CONTRACTOR WILL DEVELOP A ROLLER PATTERN THAT
WILL INITIALLY CONSOLIDATE THE PAVEMENT STRUCTURE
AS WELL AS TARGET 15% TO 18% FINAL AIR VOIDS (82%
TO 85% OF MAXIMUM THEORETICAL (RICE) DENSITY). THE
CONTRACTOR SHALL MONITOR COMPACTION DURING
PLACEMENT OF PHMA WITH A PAVEMENT DENSITY GAGE.
(SEE ENGINEER'S NOTE 3. BELOW)
POROUS ASPHALT (PHMA) ACCEPTANCE INFILTRATION
TEST
SECTION 5-04.3(21), AND SECTION 5-04.3(10)A IS ADDED:
CONTRACTOR SHALL CONDUCT INFILTRATION TESTS ON THE
FINISHED PHMA PER ASTM C1701 AT LOCATIONS CHOSEN
BY THE ENGINEER. NEWLY -PLACED PHMA SHOULD BE ABLE
TO ACCOMMODATE A MINIMUM INFILTRATION RATE OF 100
INCHES/HOUR. IT IS ANTICIPATED THAT INFILTRATION
TESTS BE COMPLETED EVERY 150 LINEAR FEET OF ROADWAY
AND CONDUCTED IN ACCORDANCE WITH ASTM C1701.
IF THE MEASURED INFILTRATION RATE IS LESS THAN 100
INCHES /HOUR, CONDUCT ADDITIONAL FOUR ADDITIONAL
TESTS AS FOLLOWS IN LINE WITH THE PAVER DIRECTION OF
TRAVEL. TWO TESTS UPSTREAM AND TWO TESTS
DOWNSTREAM OF THE INITIAL TEST LOCATIONS SHALL BE
TAKEN AT DISTANCES OF 20 FEET AND 40 FEET. RESULTS OF
THE ADDITIONAL TESTS SHOULD BE AVERAGED. CONDUCT
ADDITIONAL TESTING UPSTREAM AND DOWNSTREAM TO
IDENTIFY AREA TO BE REMOVED. IF THE AVERAGE
INFILTRATION RATE IS LESS THAN REQUIRED REMOVE AND
REPLACE AT THE DIRECTION OF THE ENGINEER AND AT NO
COST TO THE OWNER.
MEASUREMENT
SECTION 5-04.4 IS SUPPLEMENTED WITH THE FOLLOWING:
PHMA PG 70-22 ER (OR HIGHER) SHALL BE MEASURED BY
THE TON IN ACCORDANCE WITH SECTION 1-09.2, WITH NO
DEDUCTION BEING MADE FOR THE WEIGHT OF ASPHALT
BINDER, BLENDING SAND, MINERAL FILLER, OR ANY OTHER
COMPONENT OF THE HMA. IF THE CONTRACTOR ELECTS TO
REMOVE AND REPLACE MIX AS ALLOWED IN SECTION
5-04.3(11), THE MATERIAL REMOVED WILL NOT BE
MEASURED.
PAYMENT
SECTION 5-04.5 IS SUPPLEMENTED WITH THE FOLLOWING:
"POROUS HMA CL. 1/2" IN. PG 70-22ER', PER TON
THE UNIT CONTRACT PRICE PER TON FOR "POROUS HMA CL.
1/2 IN. PG 70-22ER-SHALL BE FULL COMPENSATION FOR
ALL COSTS, INCLUDING ANTI -STRIPPING ADDITIVE,
INCURRED TO CARRY OUT REQUIREMENTS OF SECTION 5-04
EXCEPT FOR THOSE COSTS INCLUDED IN OTHER ITEMS
WHICH ARE INCLUDED IN THIS SUBSECTION AND WHICH
ARE INCLUDED IN THE PROPOSAL.
ENGINEER'S NOTES:
1. A TYPICAL TEMPERATURE RANGE WOULD BE 250-275OF
FOR WARM MIX ASPHALT (WMA) OR 275-3000 F FOR HOT
MIX ASPHALT
(HMA).
2. TYPICAL TEMPERATURE RANGE WOULD BE 225-250OF FOR
PWMA AND 250-275OF FOR PHMA.
3. PRIOR SUCCESSFUL PROJECTS HAVE INCORPORATED TWO
INITIAL LOW AMPLITUDE VIBRATORY ROLLER PASSES TO
SEAT AND ORIENT THE PHMA AGGREGATE MATRIX
FOLLOWED BY STATIC ROLLING TO CREATE A FINAL
SURFACE WITHOUT ROLLER MARKS.
4. THE USE OF WARM MIX ASPHALT TECHNOLOGY IS
ENCOURAGED AS IT MINIMIZES ISSUES RELATED TO
ASPHALT DRAIN DOWN DURING PRODUCTION, HAULING AND
TESTING OF THE PHMA.
AGGREGATE DISCHARGE SUBBASE/
PERMEABLE BALLAST NOTES
SECTION 9-03.9(2)A
PERMEABLE BALLAST SHALL BE MANUFACTURED FROM
LEDGE ROCK, TALUS, OR GRAVEL IN ACCORDANCE WITH THE
PROVISIONS OF SECTION 3-01. RECYCLED CONCRETE IS
NOT PERMITTED. THE MATERIALS SHALL BE UNIFORM IN
QUALITY AND SUBSTANTIALLY FREE FROM WOOD, ROOTS,
BARK, AND OTHER EXTRANEOUS MATERIAL AND SHALL MEET
THE FOLLOWING QUALITY TEST REQUIREMENTS:
LOS ANGELES WEAR, 500 REV
30% MAX., WSDOT TEST METHOD T 96
DEGRADATION FACTOR
30 MIN., WSDOT TEST METHOD T 113
MIN. VOID RATION CONTENT:
30 % AS DETERMINED BY AASHTO T19 OR ASTM C29,
RODDING PROCEDURE
THE GRADING REQUIREMENTS ARE:
SIEVE SIZE % PASSING
2-1/2" 100
2" 90-100
1-112 " 35-70
1 " 0-15
1/2" 0-5
NO. 100 0-3
% FRACTURE: 95
ALL PERCENTAGES ARE BY WEIGHT.
AGGREGATES SHALL MEET THE REQUIREMENTS FOR
GRADING AND QUALITY WHEN PLACED IN HAULING
VEHICLES FOR DELIVERY TO THE SITE, AFTER PLACEMENT IN
TEMPORARY, STOCKPILES ON SITE, DURING
INSTALLATION, AND AFTER INSTALLATION AND COMPACTED
TO PROJECT SPECIFICATIONS. PERMEABLE BALLAST
MATERIAL MAY BE CONDITIONALLY APPROVED BASED ON
CONTRACTOR SUBMITTED SAMPLED MATERIALS PRIOR TO
DELIVERY TO THE SITE. FINAL ACCEPTANCE WILL BE BASED
ON CONFORMANCE TESTING COMPLETED ON MATERIAL THAT
HAS BEEN DELIVERED, INSTALLED, AND
COMPACTED ON SITE. THE EXACT POINT OF ACCEPTANCE
WILL BE DETERMINED BY THE ENGINEER. MATERIAL OUT OF
CONFORMANCE WITH THE PROJECT SPECIFICATIONS WILL
BE REMOVED AND REPLACED AT THE CONTRACTOR'S
EXPENSE.
ACCEPTANCE OF AGGREGATES SHALL BE AS PROVIDED UNDER
NONSTATISTICAL OR COMMERCIAL EVALUATIONS.
THE CONTRACTOR'S SUBMITTAL FOR THE AGGREGATE
MATERIAL SHALL PROVIDE DESCRIPTION OF SAMPLING
METHODOLOGY, IDENTIFY WHERE AND HOW THE SAMPLE
SURVEYED: SCALE:
BEYLER CONSULT. 1 „-20'
DESIGNED:
BML
DRAWN:
JAP ONE INCH
CHECKED: AT FULL SCALE
BML IF NOT ONE INCH
N 0 . REVISION BY DATE AP P R
APPROVED: SCALE ACCORDINGLY
LCB
VERTICAL NAVD , 988 CITY OF
HORIZONTALNAD 1983/1991
ML RENTON
DATU M
Planning/Building/Public Works Dept.
WAS COLLECTED, TOTAL WEIGHT OF SAMPLED COLLECTED,
DESCRIPTION OF SAMPLE PREPARATION PROCEDURES,
TOTAL WEIGHT OF SAMPLE SIEVED TO DETERMINE GRAIN
SIZE DISTRIBUTION, AND TEST RESULTS. SAMPLING AND
PREPARATION SHALL BE IN CONFORMANCE WITH ASTM D75
AND ASTM C702.
CHOKER COURSE / CRUSHED SURFACING
SECTION 9-03.9(3)A
CRUSHED SURFACING CHOKER COURSE SHALL MEET THE
GRADING AND QUALITY REQUIREMENTS OF THE AMERICAN
ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION
OFFICIALS (AASHTO) NO. 57. RECYCLED CONCRETE IS NOT
PERMITTED. THIS MATERIAL SHALL CONSIST OF CLEAN % TO
1-1/2 INCH UNIFORMLY GRADED CRUSHED SURFACING
MATERIAL.
LOS ANGELES WEAR, 500 REV
30% MAX., WSDOT TEST METHOD T 96
DEGRADATION FACTOR
30 MIN., WSDOT TEST METHOD T 113
MIN. VOID RATION CONTENT:
30 % AS DETERMINED BY AASHTO T19 OR ASTM C29,
RODDING PROCEDURE
THE GRADING REQUIREMENTS ARE:
THE GRADING REQUIREMENTS ARE:
SIEVE SIZE % PASSING
1-1/2" 100
1 if 95-100
1/2" 25-60
NO. 4 0-10
NO. 8 0-5
% FRACTURE: 95
ALL PERCENTAGES ARE BY WEIGHT.
AGGREGATES SHALL MEET THE REQUIREMENTS FOR
GRADING AND QUALITY WHEN PLACED IN HAULING
VEHICLES FOR DELIVERY TO THE SITE, AFTER PLACEMENT IN
TEMPORARY, STOCKPILES ON SITE, DURING INSTALLATION,
AND AFTER INSTALLATION AND COMPACTED TO PROJECT
SPECIFICATIONS. PERMEABLE BALLAST MATERIAL MAYBE
CONDITIONALLY APPROVED BASED ON CONTRACTOR
SUBMITTED SAMPLED MATERIALS PRIOR TO DELIVERY TO
THE SITE. FINAL ACCEPTANCE WILL BE BASED ON
CONFORMANCE TESTING COMPLETED ON MATERIAL THAT
HAS BEEN DELIVERED, INSTALLED, AND COMPACTED ON
SITE. THE EXACT POINT OF ACCEPTANCE WILL BE
DETERMINED BY THE ENGINEER. MATERIAL OUT OF
CONFORMANCE WITH THE PROJECT SPECIFICATIONS WILL
BE REMOVED AND REPLACED AT THE CONTRACTOR'S
EXPENSE.
ACCEPTANCE OF AGGREGATES SHALL BE AS PROVIDED
UNDER NONSTATISTICAL OR COMMERCIAL EVALUATIONS.
THE CONTRACTOR'S SUBMITTAL FOR THE AGGREGATE
MATERIAL SHALL PROVIDE DESCRIPTION OF SAMPLING
METHODOLOGY, IDENTIFY WHERE AND HOW THE SAMPLE
WAS COLLECTED, TOTAL WEIGHT OF SAMPLED COLLECTED,
DESCRIPTION OF SAMPLE PREPARATION PROCEDURES,
TOTAL WEIGHT OF SAMPLE SIEVED TO DETERMINE GRAIN
SIZE DISTRIBUTION, AND TEST RESULTS. SAMPLING AND
PREPARATION SHALL BE IN CONFORMANCE WITH ASTM D75
AND ASTM C702.
1
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 7602 Bridgeport Way W
beylerconsulting.com Lakewood, WA 98499
CITY OF RENTON
APPROVED BY:
DATE:
APPROVED BY:
DATE:
APPROVED BY:
DATE:
APPROVED BY:
DATE:
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ELEV. 203.85
@ P. C,
STA. 6+74.79
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ELEV. 205.43
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STA. 6+10.16
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ELEV. 205.92 ELEV. 206.38
Cad 112A
STA. 6+32.39 STA. 6+53.59
ELEV. 204.99
OFF. 10.00 R OFF. 10.00 R
BOTTOM OF
STA. 5+97.73
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OFF. 10.00 R
ELEV. 205.02
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5 CHECK DAM LOCATION DETAIL
C4 SCALE: N. T. S.
SURVEYED: SCALE:
BEYLER CONSULT. 1 „-20'
DESIGNED:
BML
DRAWN:
JAP ONE INCH
CHECKED: AT FULL SCALE
BML IF NOT ONE INCH
N 0 . REVISION BY DATE AP P R
APPROVED: SCALE ACCORDINGLY
LCB
VERTICAL NAVD , 988 CITY OF
HORIZONTALNAD 1983/1991
ML RENTON
DATU M
Planning/Building/Public Works Dept.
WAS COLLECTED, TOTAL WEIGHT OF SAMPLED COLLECTED,
DESCRIPTION OF SAMPLE PREPARATION PROCEDURES,
TOTAL WEIGHT OF SAMPLE SIEVED TO DETERMINE GRAIN
SIZE DISTRIBUTION, AND TEST RESULTS. SAMPLING AND
PREPARATION SHALL BE IN CONFORMANCE WITH ASTM D75
AND ASTM C702.
CHOKER COURSE / CRUSHED SURFACING
SECTION 9-03.9(3)A
CRUSHED SURFACING CHOKER COURSE SHALL MEET THE
GRADING AND QUALITY REQUIREMENTS OF THE AMERICAN
ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION
OFFICIALS (AASHTO) NO. 57. RECYCLED CONCRETE IS NOT
PERMITTED. THIS MATERIAL SHALL CONSIST OF CLEAN % TO
1-1/2 INCH UNIFORMLY GRADED CRUSHED SURFACING
MATERIAL.
LOS ANGELES WEAR, 500 REV
30% MAX., WSDOT TEST METHOD T 96
DEGRADATION FACTOR
30 MIN., WSDOT TEST METHOD T 113
MIN. VOID RATION CONTENT:
30 % AS DETERMINED BY AASHTO T19 OR ASTM C29,
RODDING PROCEDURE
THE GRADING REQUIREMENTS ARE:
THE GRADING REQUIREMENTS ARE:
SIEVE SIZE % PASSING
1-1/2" 100
1 if 95-100
1/2" 25-60
NO. 4 0-10
NO. 8 0-5
% FRACTURE: 95
ALL PERCENTAGES ARE BY WEIGHT.
AGGREGATES SHALL MEET THE REQUIREMENTS FOR
GRADING AND QUALITY WHEN PLACED IN HAULING
VEHICLES FOR DELIVERY TO THE SITE, AFTER PLACEMENT IN
TEMPORARY, STOCKPILES ON SITE, DURING INSTALLATION,
AND AFTER INSTALLATION AND COMPACTED TO PROJECT
SPECIFICATIONS. PERMEABLE BALLAST MATERIAL MAYBE
CONDITIONALLY APPROVED BASED ON CONTRACTOR
SUBMITTED SAMPLED MATERIALS PRIOR TO DELIVERY TO
THE SITE. FINAL ACCEPTANCE WILL BE BASED ON
CONFORMANCE TESTING COMPLETED ON MATERIAL THAT
HAS BEEN DELIVERED, INSTALLED, AND COMPACTED ON
SITE. THE EXACT POINT OF ACCEPTANCE WILL BE
DETERMINED BY THE ENGINEER. MATERIAL OUT OF
CONFORMANCE WITH THE PROJECT SPECIFICATIONS WILL
BE REMOVED AND REPLACED AT THE CONTRACTOR'S
EXPENSE.
ACCEPTANCE OF AGGREGATES SHALL BE AS PROVIDED
UNDER NONSTATISTICAL OR COMMERCIAL EVALUATIONS.
THE CONTRACTOR'S SUBMITTAL FOR THE AGGREGATE
MATERIAL SHALL PROVIDE DESCRIPTION OF SAMPLING
METHODOLOGY, IDENTIFY WHERE AND HOW THE SAMPLE
WAS COLLECTED, TOTAL WEIGHT OF SAMPLED COLLECTED,
DESCRIPTION OF SAMPLE PREPARATION PROCEDURES,
TOTAL WEIGHT OF SAMPLE SIEVED TO DETERMINE GRAIN
SIZE DISTRIBUTION, AND TEST RESULTS. SAMPLING AND
PREPARATION SHALL BE IN CONFORMANCE WITH ASTM D75
AND ASTM C702.
1
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 7602 Bridgeport Way W
beylerconsulting.com Lakewood, WA 98499
DATE:
KENNYDALE VUE POINT SHORT PLAT 07/08/201
CONSTRUCTION PLANS FIELDB00K: NA
PAGE: NA
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APPROVED BY:
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APPROVED BY:
DATE:
APPROVED BY:
DATE:
APPROVED BY:
DATE:
DATE:
KENNYDALE VUE POINT SHORT PLAT 07/08/201
CONSTRUCTION PLANS FIELDB00K: NA
PAGE: NA
LUA14-000859 & U 14-005633 DRAWING NO: -
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COMPACTED SUBSOILS MUST BE SCARIFIED AT LEAST 4
INCHES BELOW THE 8 INCH DEEP AMENDED LAYER (FOR A
FINISHED UNCOMPACTED DEPTH OF 12 INCHES.
THE ORGANIC CONTENT FOR "PRE -APPROVED "AMENDMENT
RATES SHALL BE MET USING COMPOST THAT MEETS THE
DEFINITION FOR "COMPOSTED MATERIALS" IN WAC
173-350, SECTION 220. THE COMPOST MUST ALSO HAVE AN
ORGANIC MATTER CONTENT OF 35% TO 65%, AND A
CARBON TO NITROGEN RATIO BELOW 25:1
RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND
NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE.
IN ANY AREAS REQUIRING GRADING REMOVE AND
STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A
DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO
PUBLIC RESOURCES AND CRITICAL AREAS, TO BE
REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE
FEASIBLE.
ALL AREAS SUBJECT TO CLEARING AND GRADING THAT
HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE SHALL
DEMONSTRATE THE FOLLOWING:
1) A TOPSOIL LAYER WITH A MINIMUM ORGANIC
MATTER CONTENT OF 5% ORGANIC MATTER AND A
PH FROM 6.0 TO 8.0 OR MATCHING PH OF THE
UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL
HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT
WHERE TREE ROOTS LIMIT THE DEPTH OF
INCORPORATION OF AMENDMENTS NEEDED TO MEET
THE CRITERIA.
2) USE COMPOST AND OTHER MATERIALS SHALL MEET
WAC 173-350-100
SOIL QUALITY DESIGN CAN BE MET BY USING ONE OF THE
METHODS LISTED BELOW,
OPTION 1: LEAVE UNDISTURBED NATIVE VEGETATION AND
SOIL, AND PROTECT FORM COMPACTION DURING
CONSTRUCTION
OPTION 2: AMEND EXISTING SITE TOPSOIL OR SUBSOIL
EITHER AT DEFAULT "PRE -APPROVED" RATES, OR AT
CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL
AND AMENDED.
OPTION 3: STOCKPILE EXISTING TOP DURING GRADING,
AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL
MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC
MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT
"PRE -APPROVED" RATE OR AT A CUSTOM CALCULATED RATE.
OPTION 4: IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC
CONTENT AND DEPTH TO MEET REQUIREMENTS.
SEE SOIL AMENDMENT QUALITY NOTE ON THIS SHEET FOR
AMENDED GUIDELINES. REFER TO BMP T5.13 IN THE
WESTERN WASHINGTON STORMWATER MANUAL FOR
FURTHER DIRECTION.
1. MULCH MATERIALS USED SHALL BE HAY OR STRAW,
AND SHALL BE APPLIED AT THE RATE OF 75 TO 100
POUNDS PER 1000 SQUARE FEET, OR 90 TO 120 BALES
(1.5 TO 2.5 TONS) PER ACRE.
2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH
EXPOSED SLOPES GREATER THAN 2:1.
3. MULCHING SHALL BE USED IMMEDIATELY AFTER
SEEDING OR IN AREAS WHICH CANNOT BE SEEDED
BECAUSE OF THE SEASON.
4. ALL AREAS NEEDING MULCHING SHALL BE COVERED BY
NOVEMBER 1.
1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS
OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE
STATE STANDARD SPECIFICATION SECTION 9-14.5.
2. COVERING SHALL BE INSTALLED AND MAINTAINED
TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON
ROPES WITH A MAXIMUM 10 -FOOT GRID SPACING IN
ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR
WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE
AT LEAST A 12 -INCH OVERLAP OF ALL SEAMS.
3. CLEAR PLASTIC COVERING SHALL BE INSTALLED
IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1
AND MARCH 31 AND REMAIN UNTIL VEGETATION IS
FIRMLY ESTABLISHED.
4. WHEN THE COVERING IS USED ON UN -SEEDED SLOPES,
IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING
PERIOD.
5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO
FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT
SURFACE WATER FLOW BENEATH SHEETS,
6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS
FOR RIPS AND DISLODGED ENDS.
i
._.................._.
INSTALL STRAW WATTLES ALONG TOP
OF SLOPED BANK AS NEEDED. PER
CITY OF RENTON STD. PLAN 213.40
(SEE SHEET C5.0)
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6
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7
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Know what's below.
0111 before you dig.
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.
LIMIT HAUL HOURS BETWEEN 8:30 AM TO 3:30 PM, MONDAY
THROUGH FRIDAY UNLESS OTHERWISE APPROVED BY THE
DEVELOPMENT SERVICES DIVISION PER RMC SECTION
4-4-030.C.2.
CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED TO THE
HOURS BETWEEN 7 AM AND 8 PM, MONDAY THROUGH
FRIDAY. WORK ON SATURDAYS SHALL BE RESTRICTED TO
THE HOURS BETWEEN 9 AM AND 8 PM. NO WORK SHALL BE
PERMITTED ON SUNDAYS.
PLEASE SEE SHEET TR1, TREE RETENTION PLAN PREPARED
BY ERIC WILLIAMS, REGISTERED LANDSCAPE ARCHITECT
FOR TREE REMOVAL AND REPLACEMENT DETAILS.
ac
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 7602 Bridgeport Way W
beylerconsulting.com Lakewood, WA 98499
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 (MAYBE 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.
WITHIN 30 DAYS OF COMPLETION OF GRADING WORK,
THE APPLICANT SHALL HYDROSEED OR PLANT AN
APPROPRIATE GROUND COVER OVER ANY PORTION OF THE
SITE THAT IS GRADED OR CLEARED OF VEGETATION AND
WHERE NO FURTHER CONSTRUCTION WILL OCCUR WITHIN
90 DAYS. ALTERNATIVE MEASURES SUCH AS MULCH,
SODDING, OR PLASTIC COVERING AS SPECIFIED IN THE
CURRENT KING COUNTY SURFACE WATER MANAGEMENT
DESIGN MANUAL AS ADOPTED BY THE CITY OF RENTON
MAY BE PROPOSED BETWEEN THE DATES OF NOVEMBER
1ST AND MARCH 31ST OF EACH YEAR. THE DEVELOPMENT
SERVICES DIVISION'S APPROVAL THIS WORK IS
REQUIRED PRIOR TO FINAL INSPECTION AND APPROVAL
OF THE PERMIT.
THE CONTRACTOR MAY NOT FILL, EXCAVATE, STACK, OR
STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS,
SUPPLIES, OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL
IMPERVIOUS SURFACES, OR COMPACT THE EARTH IF/ANY
WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF
ANY TREE TO BE RETAINED.
THE CONTRACTOR SHALL ERECT AND MAINTAIN A 6 -FOOT
HIGH CHAIN LINK, TEMPORARY CONSTRUCTION AROUND
THE DRIP LINES OF ALL TREES TO BE RETAINED, OR
ALONG THE PERIMETER OF A STAND OF RETAINED TREES.
PLACARDS SHALL BE PLACED ON FENCING EVERY 50 FEET
WITH THE WORDS, "NO TRESPASSING - PROTECTED
TREES" OR ON EACH SIDE OF THE FENCING, IF LESS THAN
50 FEET. SITE ACCESS TO INDIVIDUALLY PROTECTED
TREES OR GROUPS OF TREES SHALL BE FENCED AND
SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON 4
SIDES. IN ADDITION, THE CONTRACTOR SHALL PROVIDE
SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE
MOVING NEAR TREES.
APPROVED BY:
APPROVED BY:
APPROVED BY:
APPROVED BY:
CITY OF RENTON
DATE:_
DATE:,
DATE:.
DATE:
DATE:
"MCAL- NAVD 19" KENNYDALE VUE POINT SHORT PLAT 01 /27/2015
HORIZONTAL: NAD 1983/1991 ,1i �_, t
CITY O
CONSTRUCTION PLANS PAGE�Kc NA
RENTON NA
LUA14-000859 & U14-005633 DRAWING N0:
DATUM Planning/Building/Public Works Dept. TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C5
SHEET: 5 OF:
13
-NNNNAA
7.11
TREE LEGEND
D
z
G s
z
No.
SIZE
TYPE COMMENT
1
12"
ALDERWOOD OFFSITE
2
4'r
ALDERWOOD OFFISTE
3
2 - 9"
ALDERWOOD TO BE RETAINED
4
2 - 12"
COTTONWOOD TO BE RETAINED
5
2 - 11"
FIR TO BE REMOVED
6
18"
FIR TO BE REMOVED
7
19"
FIR TO BE REMOVED
8
8"
ALDERWOOD OFFSITE
9
14"
ALDERWOOD OFFSITE
10
8"
ALDERWOOD OFFSITE
11
3 - 9"
ALDERWOOD TO BE REMOVED
12
22 "
FIR OFFSITE
13
13"
FIR TO BE REMOVED
14
28"
FIR TO BE REMOVED
15
20"
CEDAR TO BE REMOVED
16
22"
DECIDUOUS TO BE REMOVED
17
20"
MADRONA TO BE REMOVED
18
12"
DECIDUOUS TO BE REMOVED
19
29"
FIR TO BE RETAINED
20
8"
APPLE TO BE REMOVED
21
12"
DECIDUOUS TO BE REMOVED
22
10"
APPLE TO BE REMOVED
23
9"
APPLE TO BE REMOVED
24
8"
APPLE TO BE REMOVED
25
8"
APPLE TO BE REMOVED
26
21 "
FIR TO BE RETAINED
27
16"
FIR TO BE RETAINED
ac
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 7602 Bridgeport Way W
beylerconsulting.com Lakewood, WA 98499
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 (MAYBE 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.
WITHIN 30 DAYS OF COMPLETION OF GRADING WORK,
THE APPLICANT SHALL HYDROSEED OR PLANT AN
APPROPRIATE GROUND COVER OVER ANY PORTION OF THE
SITE THAT IS GRADED OR CLEARED OF VEGETATION AND
WHERE NO FURTHER CONSTRUCTION WILL OCCUR WITHIN
90 DAYS. ALTERNATIVE MEASURES SUCH AS MULCH,
SODDING, OR PLASTIC COVERING AS SPECIFIED IN THE
CURRENT KING COUNTY SURFACE WATER MANAGEMENT
DESIGN MANUAL AS ADOPTED BY THE CITY OF RENTON
MAY BE PROPOSED BETWEEN THE DATES OF NOVEMBER
1ST AND MARCH 31ST OF EACH YEAR. THE DEVELOPMENT
SERVICES DIVISION'S APPROVAL THIS WORK IS
REQUIRED PRIOR TO FINAL INSPECTION AND APPROVAL
OF THE PERMIT.
THE CONTRACTOR MAY NOT FILL, EXCAVATE, STACK, OR
STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS,
SUPPLIES, OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL
IMPERVIOUS SURFACES, OR COMPACT THE EARTH IF/ANY
WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF
ANY TREE TO BE RETAINED.
THE CONTRACTOR SHALL ERECT AND MAINTAIN A 6 -FOOT
HIGH CHAIN LINK, TEMPORARY CONSTRUCTION AROUND
THE DRIP LINES OF ALL TREES TO BE RETAINED, OR
ALONG THE PERIMETER OF A STAND OF RETAINED TREES.
PLACARDS SHALL BE PLACED ON FENCING EVERY 50 FEET
WITH THE WORDS, "NO TRESPASSING - PROTECTED
TREES" OR ON EACH SIDE OF THE FENCING, IF LESS THAN
50 FEET. SITE ACCESS TO INDIVIDUALLY PROTECTED
TREES OR GROUPS OF TREES SHALL BE FENCED AND
SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON 4
SIDES. IN ADDITION, THE CONTRACTOR SHALL PROVIDE
SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE
MOVING NEAR TREES.
APPROVED BY:
APPROVED BY:
APPROVED BY:
APPROVED BY:
CITY OF RENTON
DATE:_
DATE:,
DATE:.
DATE:
DATE:
"MCAL- NAVD 19" KENNYDALE VUE POINT SHORT PLAT 01 /27/2015
HORIZONTAL: NAD 1983/1991 ,1i �_, t
CITY O
CONSTRUCTION PLANS PAGE�Kc NA
RENTON NA
LUA14-000859 & U14-005633 DRAWING N0:
DATUM Planning/Building/Public Works Dept. TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C5
SHEET: 5 OF:
13
-NNNNAA
7.11
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SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B
1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE
IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER
UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS:
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY
OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH
THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF
VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S)
SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN
THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH
APPENDIX D OF THE 2009 KING COUNTY SURFACE WATER
DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION.
DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE
BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE
CLEARING LIMITS SHALL BE MAINTAINED BY THE
APPLICANT/ESC SUPERVISOR FOR THE DURATION OF
CONSTRUCTION.
4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED
AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR
THE DURATION OF THE PROJECT. ADDITIONAL MEASURES,
SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH
PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS
ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY
DOES NOT OCCUR FOR THE DURATION OF THE PROJECT.
5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL
FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR
TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT
TRANSPORTATION OF SEDIMENT TO SURFACE WATER
DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL
EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED
INA SATISFACTORY CONDITION UNTIL SUCH TIME THAT
CLEARING AND/OR CONSTRUCTION IS COMPLETE AND
POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE
IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND
ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS
SHALL BE THE RESPONSIBILITY OF THE PERMITEE.
6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS
DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM
REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS
CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL
CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT
MORE EROSION AND SEDIMENTATION CONTROL FACILITIES
WILL BE NECESSARY TO ENSURE COMPLETE SILTATION
CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF
CONSTRUCTION, IT SHALL BE THE OBLIGATION AND
RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW
CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND
TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE
MINIMUM REQUIREMENTS, AS MAYBE NEEDED, TO PROTECT
ADJACENT PROPERTIES AND WATER QUALITY OF THE
RECEIVING DRAINAGE SYSTEM.
7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION
CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF
STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES,
RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY
EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO
DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH
MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON
(APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY
STABILIZED WITH THE APPROVED ESC COVER METHODS (E. G.,
SEEDING, MULCHING, PLASTIC COVERING, ETC.).
9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL
REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES
CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE,
UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN
ADJUSTMENT PROCESS.
10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH
APPENDIX D OF THE 2009 KING COUNTY SURFACE WATER
DESIGN MANUAL.
11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING
IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN
(7) DAYS.
12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED
AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN
24 HOURS FOLLOWING A STORM EVENT.
13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE
ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL
CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED
PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT
FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM
SYSTEM.
14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH
30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT
ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS,
SHALL BE COVERED BY MULCH, SODDING OR PLASTIC
COVERING.
15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A
TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE
NECESSARY EROSION CONTROL MEASURES AND SHALL
PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT
FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION
SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED
SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET
ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL
DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH
ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER
RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE
WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH
MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO
REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF
RENTON FOR REVIEW.
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THAN EVEN DAYTO DEVELOP F TIVE C'OF`M
114. AT TIMI: I INNI%-0 CP THE: %'k%T 41ASON. ALL IDEI$'I`UIRBAWAREEA40- SHALL K P"IEVIAD TO IME", FY WHICH ONES �i BE SEEDED
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fax: 253-336-3950 7602 Bridgeport Way W
beylerconsulting.com Lakewood, WA 98499
KENNYDALE VUE POINT SHORT PLAT
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21. USE PRATE AND COVER FOR STORM (SPECiFy
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FIPDE MATERIAL AS SPECIFIED
BY THE: ENGINEER:
1a 8" 0b E" GLEANOUTS ON WkER M4145 SKA.LL. BE EAST &&DAN I"' WORK& INC,
Nl;S OR .IAL. Cj�rEAN OUT SIS:ALL K A WALTER TINT ASSEUSLYL
1 IN 'ONIMPROWD AREAS, DOUR A 1'-W 7HICK, 2'-0` SDIUARE
CCKCRETE,. CLASS=, PAD A MNIDA THE 'RIP40 AND COMER,
PUB -Tic T0RXs IN OR 8 1N4ftN' OL"N430 T 9M PIM 4 `I.
DLP' T PON SA.iwlITAMY SKWKR MAINS
- kl (SEE MOTE 7
LIMITS OF PIPE ZONE
9� pjis
a
EECCIN zAAMRIAL FOR
SANITARY SEWER PIPE ' a;� kC), 0I` PIP
(SEE : COTE: 1)
FOUNDATION LE. EL
�G. rr � Y aay +` • S
BEDDING FCPR SANITARY SEvVER FTE
6.
1, FPROIADE 'UNIFORM SUPPORT UNDER BA".ELM
.. � AND TAMP FUNDER HAUNCHES.
3, CVAPAC-17 EEDDINa MATERIAL TO 0,x;4: AX. DENSITY' EXCEPT D IRE�T_Y
C.'VER PIPE, HAND TARP ONLY,
4� FIFE INST.ALLAI- ON SHALL BE PER SEC"1 N 7-06 OF THE
STANDARD CIFG A►''I NSa
h FIFE ZONE: MAT•ERIk- SHALL EE "GRAVEL. BACKMLL F:OR DRAINS`•,
AS SPECIFIED IN TIDE AGGREGATES SECTION 'CF THE STANDARD
'E D "ICATIONS OR PEA GRAVEL.
I5, PIPE MUST BE ANCHORED IN SLCH A MANNER AS TS ENSURE FLVW
,,€ d IS 40I'TAII ecE 1.
TRENC�€ .MDTH SHAI L BE PER SECTION 2--01715.4 OF THE
STANDARD..Eur A'I'L ISa
r PIPE mismials �
DFMARTMENT POK SA1 IllrA:ILY *SWUM
OCTOBER 0012
sSII' OUTLET TEE
r
S" MIN. SEER SEAR MAI
CtA ETF I L�i I& . E1 F`t `i..Tl ''it@l
.CE TIEE &I W& .4
ELLVABON
UNLESS OTHEFiMSE SHOV0I ON PLAN, SIDE SEWER SHALL HAVE
A, MINIMUM 2,5' COVER AT PROPERTY LIRE 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER,
3w4, ST`AP19 1 D SIM SMVMK
a' PT,pmc WOR.18
INSTALLATION
tWARTUM
rye-- MAIN TO I ROPOIL'I� LIM)
SANZTA R Y SEWER NOTES AND SPECZFZCA TIONS
PROPERTY LINE
7.
R 4
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE
,
DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
IURE,
r' NUMD- O $EW: PIPE
BUILDING wm_R
3711
RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND
0* STUC iomx : P FAmm
TEE MTN a'' TIDE OUTLET
' ES. S �S� �E milir WITH ww FAD llw` ll MI�l}ILIE�3
9.
` SMAGE DLEA #OUT TH IN r Ir€mw Il g I�'1`1 LS *kb Yiffn
Iv. T IRM RINS b doR
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OFAN
r. tA. DA IRON Wollws �"PGD AFOLM 714 &TLC ANr
AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM,
FTs 60 Appimm Eaux. EXWNDEDTO TIc TOP CF THE STUD
SPECIFY "SEWEr dq i�e1�Sq
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL
4a
WE a PIAN 4al 1 P S'dR
' SM Son
TIMES DURING CONSTRUCTION.
AC TAM Foca .II sfbit srov C04*c'mckis TO MAIN
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
LIQ AIS: AS FOLLOW,
BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE
' Rlpli ,Y MAN - COT IN, A Nck o -110N OF a.' MAIN f'H+
A ',;t� TEE USING K €fift
APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC
( .,PSD mAcj
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH
S, O-ZN>mrlr WAIN — CUT IN A NEW INION OfIII R MAIM ��TH
A NEW I�Ip�I� .0FLE)OKE. PLIN
MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN
�pIEE
AF I~:CD OR APPRyyE AL).
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON
a. PVC MAIN — C—I3W_LLED IMTH A. R AC SA DLE (M APPROVED
EQUAL) DR OUT IN A MEW TIM U111ING RIGID COUPLING&
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE
LSF DJCTILE: ION MAill —• WRE—DAILLIM ATH A ROMAC SADDLE (CA,
MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE
AploltcAmI�
E Ia AWH €NECTION — ALL CONN MONS TC UAW LES SHAG K
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION
AT MAKUFA TUI 04OCK—OUTS ON T4E
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON
S7RUCTURE 94ALL K CORE—DIS LLEM
60" ALLOWABLE MAX..
FOR AST IRON RIPE
4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE
R DUCTILE IRON PIPE,
CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
¢
1:1:5 milt
CMCRETE
OTHERWISE APPROVED BY
BLOCKING
12.
DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN
ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
s AltL.UPS
(INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE
HORIZONTAL
sSII' OUTLET TEE
r
S" MIN. SEER SEAR MAI
CtA ETF I L�i I& . E1 F`t `i..Tl ''it@l
.CE TIEE &I W& .4
ELLVABON
UNLESS OTHEFiMSE SHOV0I ON PLAN, SIDE SEWER SHALL HAVE
A, MINIMUM 2,5' COVER AT PROPERTY LIRE 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER,
3w4, ST`AP19 1 D SIM SMVMK
a' PT,pmc WOR.18
INSTALLATION
tWARTUM
rye-- MAIN TO I ROPOIL'I� LIM)
SANZTA R Y SEWER NOTES AND SPECZFZCA TIONS
SOURCE: CITY OF RENTON AMENDMENTS TO THE KING CO SWDM, REFERENCE 7-B
7.
PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE
,
DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF
8.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND
�
WHENEVER CONSTRUCTION IS IN PROGRESS.
THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND
9.
THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OFAN
m
AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM,
RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS.
WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL
D
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL
TIMES DURING CONSTRUCTION.
SURVEYOR.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
10.
BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE
PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE
PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH
WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN
LAYER TO 95 PERCENT OF MAXIMUM DENSITY, THESE
MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON
PUBLIC RIGHT OF WAY.
EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE
MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE
APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
SAME AS DESCRIBED.
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION
11.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON
SO AS TO AVOID DAMAGE OR DISTURBANCE.
EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH
4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE
CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
OTHERWISE APPROVED BY
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE
12.
DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN
ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL
(INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE
CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991
OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S
METERS UNLESS OTHERWISE APPROVED BY THE CITY OF
RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24
RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK
HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
AND ELEVATIONS ARE NOTED ON THE PLANS.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,
13.
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE
OTHERWISE STABILIZED TO THE SATISFACTION OF THE
SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER
SITE.
THE COMPLETION OF CONSTRUCTION.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
14.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR
PREPARED FOUNDATION IN ACCORDANCE WITH THE
TO ANY CONSTRUCTION.
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
SURVEYED: SCALE:
BEYLER CONSULT. 1 „=20'
DESIGNED:
BML
DRAWN:
JAP
ONE INCH
CHECKED: AT FULL SCALE
BML IF NOT ONE INCH
N 0 . REVISION BY DATE AP P R APPROVED: saLF ACCORDINGLY
LCB
VERTICAL NAW 1988
HORIZONTA: NAD 1983/1991
DATU M
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 7602 Bridgeport Way W
b I It' L k d WA 98499
ey erconsu Ing.com a ewoo ,
CITY OF KENNYDALE VUE POINT SHORT PLAT
CONSTRUCTION PLANS
WL
RENTON
LUA14-000859 & U14-005633
Planning/Building/Public Works Dept. SANITARY SEWER NOTES & DETAILS
8M P — 4fti
JANUARY 201 '
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE
LATEST EDITION OF THE WSDOT/APWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF
RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS.
THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH
BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL
AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING
MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH
OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE,
UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6
INCHES ABOVE AND BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON
CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER
UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6
INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR
MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT
GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
5-383902
R-381308
CITY OF RENTON
DATE:
DATE:
DATE:
DATE:
DATE:
01/27/201
RELD800K: NA
PAGE:
NA
DRAWING NO:
C8
SHEET: 8 OF:
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . .
................
. . .
TREE LEGEND
....................
..............
. . . . . . . . . .
TREE RETENTION LEGEND
No.
SZZE
TYPE
COMMENT
............
..........
....... ------
EXISTING TREE TO REMAIN
. .....
1
12
ALDER WOOD
OFFSITE
TR1.=...E RETE ON CALCULATIONS
0
TTAL EXISTING TREES ON-STE
0
2
4py
ALDERWOOD
OFFSITE
................
------- ....
BALANCE OF EXISTING TREES
19
:.N
5 (26%)
E)(ISTING TREES TO BE REMOVED
14(74%)
TEE REPLACEMENT
= 4 PROPOSED TREES @
............
............
2" MIN. CALIPER SIZE�
3
2 - 9
ALDER WOOD
ON-SITE, RETAIN
4
2 12"
CTONWOOD
07
ON-SITE, RETAIN
5
11" 2
FIR
TO BE REMOVED
..........
6
1811
FIR
TO BE REMOVED
.... ......
...
7
19"
FIR
TO BE REMOVED
8
8
ALDERWOOD
OFFSITE
..........
Z.
V
9
10
14ff
ALDERWOOD
OFFSITE
8'f
ALDERWOOD
OFFSITE
.. . ...... ... .
11
3 9"
ALDERWOOD
TO BE REMOVED
................ ............
................
12
22"
FIR
OFFSITE
.....
.... .. - . .... ..... g2:
A
13
13"
FIR
TO BE REMOVED
. ... .......
. ........
14
28"
FIR
TO:BE REMOVED
.....
.. ..... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... .......
.. ...............
.......... ....... ................ . .......
.......
.15
20"
CEDAR
TO BE REMOVED
2211
DECIDUOUS
TO BE REMOVED
:4
.00,
........... .
.16
.... ......
. ..............................
......... ...............
17
20"
MADRONA
TO BE REMOVED
........... ........................
............... .......................
. .. .... .....
7 -7
18
12"
DECIDUOUS
TO BE REMOVED
......
19
29"
FIR
ON-SITE, RETAIN
20
8"
APPLE
TO BE REMOVED
21
12"
DECIDUOUS
TO BE REMOVED
22
1 10"
APPLE
TO BE REMOVED
23
9"
APPLE
TO BE REMOVED
. ... ... . ..
. ....... -
24
8"
APPLE
TO BE REMOVED
25
8"
APPLE
TO BE REMOVED
26
21
FIR
ON-SITE, RETAIN
27
16"
FIR
16N -SITE, RETAIN
............
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . .
................
. . .
...........
....................
..............
. . . . . . . . . .
TREE RETENTION LEGEND
. . . . . . . . . .
....... ------
EXISTING TREE TO REMAIN
. .....
.................. ..................
EXISTING TREE TO BE REMOVED
TR1.=...E RETE ON CALCULATIONS
TTAL EXISTING TREES ON-STE
0
21
TREE LOCATED IN SITE ACCESS
m 2
................
------- ....
BALANCE OF EXISTING TREES
19
EXISTING TREES TO BE RETAINED
5 (26%)
E)(ISTING TREES TO BE REMOVED
14(74%)
TEE REPLACEMENT
= 4 PROPOSED TREES @
............
............
2" MIN. CALIPER SIZE�
I
Eric J. Williams, Landscaee Architect
LANDSCAPE ARCHITECTURE + SITE PLANNING
908 NORTH ADAMS STREET
TACOMA, WASHINGTON 98406
253.678.4173
VERTICAL NAVD 1988
HORIZONTAL NAD 198,3/1991
0 AT U M
NOTES:
FENCING/ROOT PROTECTION
1. PROVIDE 6' CHAIN LINK FENCING AND MAINTAIN 3'
OUTSIDE OF TREE DRIPLINE.
TRENCHING AND EXCAVATION
ZONE A - CRITICAL ROOT ZONE
1. NO DISTURBANCE ALLOWED WITHOUT SITE INSPECTION
AND APPROVAL OF METHODS TO MINIMIZE ROOT DAMAGE.
2. SEVERANCE OF ROOTS LARGER THAT 2" IN DIAMETER
REQUIRES APPROVAL FROM CITY OF RENTON.
3. TUNNELING IS REQUIRED TO INSTALL LINE TOR DEEPER
BELOW GRADE.
ZONE B - DRIPLINE
1, OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING
OF MATERIALS IS NOT PERMITTED.
2. SURFACE PROTECTION MEASURES REQUIRING
TRENCHING ALLOWED AS FOLLOWS:
A, EXCAVATION BY HAND OR WITH HAND OPERATED
TRENCHER MAY BE REQUIRED.
B. LIMIT TRENCHING WIDTH. DO NOT DISTURB ZONE A.
MAINTAIN 2/3 OR MORE OF ZONE B IN UNDISTURBED
CONDITION.
3. TUNNELING IS REQUIRED TO INSTALL LINE TOR DEEPER
BELOW GRADE.
ZONE C - FEEDER ROOT ZONE
1
OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING
OF MATERIALS IS NOT PERMITTED.
2. TRENCHING WITH HEAVY EQUIPMENT ALLOWED AS
FOLLOWS:
A. MINIMIZE TRENCH WIDTH.
B. LIMIT TRENCHING WIDTH. DO NOT DISTURB ZONE A.
MAINTAIN 2/3 OR MORE OF ZONE C IN UNDISTURBED
CONDITION.
SURFACE PROTECTION MEASURES
1. 6-8" DEPTH OF WOOD CHIP MULCH.
2.3/4" THICK PLYWOOD SHEETS OR STEEL PLATES.
SIGNAGE
1. PLACARDS SHALL BE PLACED ON FENCING
EVERY 50' INDICATING THE WORDS
"PROTECTED TREES, NO TRESPASSING".
PROVIDE ON EACH SIDE OF THE FENCE.
NOT TO SCALE
ALE:
0 10 20 40
TITS' OF
RENTON
Planning/Budding/Public Works Dept.
F
KENNYDALE VUE SHORT PLAT
CONSTRUCTION PLANS
LUAl 4-000859
TREE RETENTION PLAN
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CISTUS PURPUREA
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ORANGEF::LAME-OREGON_.GRAP.E
G
BLUE CUSHION CEANOTHUS
Eric J. Williams, Landsme Architect
LANDSCAPE ARCHITECTURE } SITE PLANNING
948 NORTH ADAMS STREET
TACOMA, WASHINGTON 984135
253.578.4173
-3165-
_ARCEL NO, 334210
A
0
CEANOTHUS 'BLUE CUSHION' BLUE CUSHION CEANOTHUS
3 GALLON, 4'0.C. SPACING
0
9
CISTUS PURPUREA PURPLE ROCK ROSE
3 GALLON, 4'0.C. SPACING
r
7
MAHONIA AQUIFOLIUM 'ORANGE FLAME' ORANGE FLAME OREGON GRAPE
2 GALLON, 3' O.C. SPACING
i
RIBES SANGUNEUM RED FLOWERING CURRANT
3 GALLON, 4' O.C. SPACING
QUANTITIES AS SHOWN ON DRAWINGS.
HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS
1 GALLON; 3' O.C. SPACING
ROSMARINUS OFFICINALIS HUNTINGTON CARPET ROSEMARY 1 GALLON, 3' O.C. SPACING
�
GROUNDCOVER
ARCTOSTPYLLOS UVA-URS! KINNIKINNICK
1 GALLON, 3'0.C. SPACING
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LANDSCAPE NOTES AND SOIL QUALITY
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1. PLANT QUANTITIES SHOWN IN LEGEND ARE FOR INFORMATION PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANT
i
QUANTITIES AS SHOWN ON DRAWINGS.
�
2. LANDSCAPE AREAS SHOULD BE DEEP -TILLED TO A DEPTH OF AT LEAST TWE1VE (12) INCHES TO FACILITATE DEEP WATER PENETRATION AND SOIL
OXYGENATION. PROVIDESOIL AMENDMENTS ENCOURAGED TO IMPROVE WATER DRAINAGE, MOISTURE PENETRATION OR WATER -HOLDING CAPACITY.
w rn
FOR ALL NEWLY LANDSCAPED AREAS ORGANIC MATTER SHOULD BE INCORPORATED TO A DEPTH OF FOUR (4) TO SIX (6) INCHES TO FACILITATE DEEP
,r*. Y
WATER PENETRATION AND SOIL OXYGENATION,
3. CONTRACTOR SHALL PROTIDE 4" DEPTH IMPORTED TOPSOIL AT SEED MIX AREAS AND 9" DEPTH IMPORTED TOPSOIL AT ALL LANDSCAPE
PLANTING AREAS.
m
Vr
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4. COMPACT ALL SEED MIX AREAS IN TWO DIRECTIONS WITH ROLLER PRIOR TO HYDROSEEDING.
5. IMPORTED TOPSOIL SHALL BE 3—WAY MIX.
6, CONTRACTOR SHALL PROVIDE 2" DEPTH FINE COMPOST MULCH THROUGHOUT LANDSCAPE PLANTING AREAS.
I
7. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR A PERIOD OF (1) ONE YEAR FROM TIME OF COMPLETION OF WORK.
j
SCALE. 1"=20'—O"
0 10 20 40
R-383911
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DESIGN NOTES:
Reference. City of Renton. Kennvda|e Vua Point Construction P|onm, January 27, 2015
GooReaources, LLC. Geotechnical Infiltration Letter, June 3, 2014
Springhill, LLC, Kennvda|e Vue Point, January 28, 2015
The following design assumptions were used:
|n1arno| angle of friction for reinforced soil = 32 degrees (assumed for grid sizing)
Unit weight ofreinforced soil = 125 pof
Maximum wall height = 10.0 feet
Batter of vva|| = 1 H : 24V
Surcharge = Traffic Surcharge
TECHNICAL SPECIFICATIONS FOR MECHANICALLY STABILIZED LOCK & LOAD
RETAINING WALLS
GENERAL:
A. The work involves the supply and installation of soil reinforced retaining vva||m. The
work will |no|uda, but is not |irni1od to:
A-1 excavation to the grades shown on the civil drawings
A'2 supply and installation ofAeogrid reinforcement
A-3 supply and installation of drainage fill and piping
A'4 supply and installation of segmental StoneTerra Blocks
A-5 supply and installation of retained and reinforced soil fill
B. The vvo||s shall be installed on undisturbed Native Soils approved by geohaohnoia|
engineer.
MATERIALS
A. Geogrid - See Geogrid Schedule.
B. Drainage Fill ' Drainage Fill placed around and above the perforated drainage pipe
shall consist of 1-1/4 inch Clean Rook (no fines).
C. Reinforced Backfill ' Fill material shall consist of a granular material with fines not
exceeding 15 pen:ent, unless approved by the Geotechnical Emginoer.
D. Leveling Pod - Leveling Pad rneteha| shall consist of 5/8 inch Crushed Rook material.
EXECUTION
A. Contractor shall excavate to the lines and grades shown on the construction drawings,
The Geotechnical Engineer should observe the excavation prior to the placement of
the leveling nnoierie| or fill soils.
B. Over -excavation of deleterious soils shall be replaced with suitable granular material
and compacted to 95% of ASTM [l-1557 (Modified Proctor).
C. The first course of wall materials (StonaTerra) shall be placed on the Leveling Pad and
the alignment and level checked.
D. VVa|| materials shall be placed with the tops level and parallel tothe wall face.
E. Geogrid shall be oriented with the highest strength axis perpendicular to the vva||
alignment.
F Geogrid reinforcement shall be placed at the levels and to the lengths shown on the
drawings,
G. The geoghd shall be laid horizontally in the direction perpendicular to the face of the
retaining vva||. The geogrid shall be pulled taut, free of vvrinh|oa and anchored prior to
backfill placement on the geogrid.
H. The geoghd reinforcement shall be continuous throughout their embedment lengths.
Spliced connection between shorter pieces of Qeogrid is not permitted.
|. The drainage pipe discharge points ahe|| be connected to approved discharge.
J. Reinforced and Retained Backfill shall be p|aoed, apnsed and compacted in such a
manner that minimizes the development of slack in the googrid.
K. Reinforced and Retained Backfill shall be placed and compacted in lifts not to
exceed 8 inches where hand compaction equipment is used and not more than 12 inches
where heavy compaction equipment is used. Hand operated compaction equipment
(700 lbs. to 1,000 lbs.) Vibratory Plate ohe|| be used to compact interface of drainage
fill and reinforced backfill within 38" zone behind concrete facing.
L. Reinforced and Retained Backfill shall be compacted to 8596 of the maximum density
as determined by ASTM [)-1557-B1 (Modified Proctor) or equivalent. The moisture
content of the backfill material prior to and during compaction shall be uniformly
distributed throughout each layer and shall be within 2 percentage points of the
optimum moisture content.
M. Hand -operated equipment (700 lbs. to 1.000 lbs. Vibratory Plate) shall only be used within
38 inches of the back face of the concrete facing.
N. Tracked construction equipment shall not be operated directly upon the Qeogrid
reinforcement. A rninirnurn fill thickness of B inches is required prior to operation of
tracked vehicles over the geogrid.
C}. Rubber tired equipment may pass over the geogrid reinforcement at m|ovv speeds
less than 5 mph. Sudden braking and sharp turning aho|| be avoided.
P. At the end of each day of operadon, the contractor shall slope the last lift of
reinforced backfill away from the vve|| units to direct runoff away from the vva|| face.
The contractor shall not o||ovv surface runoff from adjacent areas to enter the vva||
construction site.
Guardrail
(As Required)
( By Others)
3'Min.
Guardrail
Traffic Surcharge
CN n*.
ofth- � ...... ....... .......
..................
10" Diameter Son.o.W.be
..................
4' Max. .....
Drainage Fill (No Fines)
(By Others)
Sleeve (,See Guardrail S11,61,01ve
StoneTerra
Detail and''Notes),
CM
Traffic Surcharge
Dense Native Cut
( o Be Confirmed By
Note: Toe cover should
Geotechnical Engineer)
be 36" for steeply sloped
toe conditions.
4" Crushed Rock 4" Perforated Rigid
eveling Pad (5/8" Minus) Drain Pipe
Reinforced Backfill
x� FTa
GRAVITYWALL ��
MJA%'yF%M
�(Where
TYPICAL WALL
Cut GnoghdNeatly Guardrail
AmundSonotubn post
`
40TE:
3onotumsu,beplaced concurrently
vuhwall construction, asneeded su
:uarumi| post locations, Once wall
xonstr ctionisoomp|ete.gumnJrai|oehaU
,oplaced and Sonmubeoshall befilled
vithgrout. Googhdshall becut tofit
,eadyaround Sonotubea^asnecessary.
24
^=.
24^
� :T61 a IM
4811
10 ]''' al
| 24^ |
SIDE
VIEW
1211 24"
2411
FRONT VIEW
STONETERRA BLOCK DETAILS
Guardrail
(As Required)
10" Diameter Son.o.W.be
op `
(By Others)
Sleeve (,See Guardrail S11,61,01ve
Detail and''Notes),
CM
Traffic Surcharge
Bench Block
Reinforced Backfill
StoneTerra
Modular Blocks
0
24" (Typical)
0.0
'Geogrid Length - Reinforced Zone
Layer I
Drainage Fill (No Fines"
00
Note. Toe cover should
be 36" for steeply sloped
4" Perforated Rigid
toe conditions,
4" Crushed Rock
Drain Pipe
Leveling Pad (5/8" Minus)
to be Located at Base
Geotechnical Engineer to
of Keyway
Confirm SubgnsdePrior bo
NOTE: Geotechnical Engineer shall
Rock Placement
evaluate the need for Supplement
Drainage behind the Reinforcement
Zone during the. Construction.
TYPICAL WALL
Cut GnoghdNeatly Guardrail
AmundSonotubn post
`
40TE:
3onotumsu,beplaced concurrently
vuhwall construction, asneeded su
:uarumi| post locations, Once wall
xonstr ctionisoomp|ete.gumnJrai|oehaU
,oplaced and Sonmubeoshall befilled
vithgrout. Googhdshall becut tofit
,eadyaround Sonotubea^asnecessary.
24
^=.
24^
� :T61 a IM
4811
10 ]''' al
| 24^ |
SIDE
VIEW
1211 24"
2411
FRONT VIEW
STONETERRA BLOCK DETAILS
}
op `
CM
}
01
CM