15-105750TREELEGEND
No.
SIZE
UNITS
TYPE
COMMENT
1
8"
1.5
DECIDUOUS
TO BE REMOVED
2
10"
1.5
DECIDUOUS
TO BE REMOVED
3
9"
1.5
DECIDUOUS
4
3 - 14"
6.0
MAPLE
TO BE REMOVED
5
12"
2.0
DECIDUOUS
TO BE REMOVED
6
14"
2.0
DECIDUOUS
TO BE REMOVED
7
10"
1.5
DECIDUOUS
TO BE REMOVED
8
14"
2.0
DECIDUOUS
TO BE REMOVED
9
12"
2.0
DECIDUOUS
10
9"
1.5
DECIDUOUS
11
ill,
1.5
DECIDUOUS
12
11 "
1.5
DECIDUOUS
13
10"
1.5
DECIDUOUS
14
13"
2.0
DECIDUOUS
TO BE REMOVED
15
18"
2.5
DECIDUOUS
16
14"
N/A
DECIDUOUS
OFFSITE
17
9"
N/A
DECIDUOUS
OFFSITE
18
12"
1.5
DECIDUOUS
19
12"
1.5
DECIDUOUS
20
10"
1.5
DECIDUOUS
21
8"
1.5
DECIDUOUS
22
10"
1.5
DECIDUOUS
23
8"
1.5
DECIDUOUS
TO BE REMOVED
24
10"
1.5
DECIDUOUS
TO BE REMOVED
25
11 "
1.5
DECIDUOUS
TO BE REMOVED
26
12"
2.0
DECIDUOUS
TO BE REMOVED
27
18"
2.5
DECIDUOUS
TO BE REMOVED
28
22"
2.5
DECIDUOUS
TO BE REMOVED
29
22"
2.5
DECIDUOUS
TO BE REMOVED
30
15"
N/A
FIR
OFFSITE
31
22"
2.5
DECIDUOUS
TREE RETENTION
SITE AREA
GROSS AREA 66,279 SF
ROW DEDICATION 1,486 SF
ACCESS EASMENT 7,095 SF
NET AREA
57,698 SF (1.32 AC)
TOTAL EXISTING TREE UNITS
54.5 TREE UNITS
REQUIRED TREE UNITS / ACRE
1.32 * 25 =
33 TREE UNITS
PROVIDED TREE UNITS / ACRE
TREES TO BE RETAINED
22 TREE UNITS
TREES TO BE PLANTED
11 TREE UNITS
(7 LARGE TREES X 1.5
10.5 TREE UNITS
1 SMALL TREE X 0.5
0.5 TREE UNIT)
XU SHORT PLAT
Tree Retention Plan
PLANT LEGEND
BOTANICAL NAME COMMON NAME SIZE &SPACING
TREES
ACER CIRCINATUM
VINE MAPLE
12' HEIGHT, B&B, MULTI -TRUNK
LIQUIDAMBAR STYRACIFLUA
AMERICAN SWEETGUM
1,5" CALIPER, B&B, 5' HT. GRAFT
THUJA PLICATA
WESTERN RED CEDAR
6' HEIGHT, B&B, 10' O.C. SPACING
_.
_........._.... ..._,�, _..._......._...... _.... _._ _...._...... _...... _....
_.... .... .... _.. _ ..... .._......__.... _.....
i
WESTERN RED C
® WESTERN RED CEDAR
IV A
A
40�Moou. � ��w�► 'tkoyc.: t s � �� a V.
i
5 ..6
1
t /l 7 t i
16
IS 17
t , f
9 y
13 _.
_ � Ia
12
z1
t 1� . ,
I1 19
22 I.
20
23
i
A
ii
✓
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.
TREE PROTECTION DETAIL
NOT TO SCALE
SIGNAGE
1. PLACARDS SHALL BE PLACED ON FENCING
EVERY 50' INDICATING THE WORDS
"PROTECTED TREES, NO TRESPASSING".
PROVIDE ON EACH SIDE OF THE FENCE.
W
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STATE OF
WASHINGTON
REGISTERED
RE
B ,��� F' g €� ` LANDSCAPE ARCHITECT
/4y«
DEC 0 3 201-1 ERIC J. WILUAMS
CERTIFICATE NO. 775
CITY OF FEDERAL WAY
CDS JOB NUMBER
SCALE: 1 "=30'-0" 14
E
0 15 30 60
SHEET OF LWA'y
cr vl+ FCDS�
TR1.0
D__
XU SHORT PLAT
Landscape Plan
PLANT LEGEND
BOTANICAL NAME T COMMON NAME SIZE &SPACING
TREES
ACER CIRCINATUM
VINE MAPLE
12' HEIGHT, B&B, MULTI -TRUNK
LIQUIDAMBAR STYRACIFLUA
AMERICAN SWEETGUM
15" CALIPER, B&B, 5' HT. GRAFT
THUJA PLICATA
WESTERN RED CEDAR
6' HEIGHT, B&B, 10' O.C. SPACING
SHRUBS
CISTUS PURPUREA
PURPLE ROCK ROSE
18" HEIGHT, 4' O.C. SPACING
MYRICA CALIFORNICA
PACFIC WAX MYRTLE
18" HEIGHT, 5' O.C. SPACING
AZALEA'PURPLE SPLENDOUR'
PURPLE SPLENDOUR AZALEA
18" HEIGHT, 3' O.C. SPACING
MAHONIA AQUIFOLIUM 'ORANGE FLAME"
ORANGE FLAME OREGON GRAPE
18" HEIGHT, 3' O.C. SPACING
GROUNDCOVER
ARCTOSTYPHYLLOS UVA-URSI VANCOUVER JADE KINNIKINNICK 1 GALLON, 36" O.C. SPACING
°' 356`"H STREET
3" DEPTH MEDIUM BARK MULCH
LANDSCAPE NOTES AND SOIL QUALITY
1, PLANT QUANTITIES SHOWN IN LEGEND ARE FOR INFORMATION PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANT
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.
FOR ALL NEWLY LANDSCAPED AREAS ORGANIC MATTER SHOULD BE INCORPORATED TO A DEPTH OF FOUR (4) TO SIX (6) INCHES TO FACILITATE DEEP
WATER PENETRATION AND SOIL OXYGENATION.
3. CONTRACTOR SHALL PROVIDE 4" DEPTH IMPORTED TOPSOIL AT ALL LANDSCAPE PLANTING AREAS.
4. IMPORTED TOPSOIL SHALL BE 3-WAY MIX.
5. CONTRACTOR SHALL PROVIDE 3" DEPTH MEDIUM BARKMULCH THROUGHOUT LANDSCAPE PLANTING AREAS.
6. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR A PERIOD OF (1) ONE YEAR FROM TIME OF COMPLETION OF WORK.
N
s
DEC 4 3 2015
CITY OF FEDERAL WAY
CDS
SCALE: 1 "=10'-0"
E 0 5 10 20
0
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CU
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STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
le
ERIC J. WILLIAMS
CERTIFICATE NO. 775
JOB NUMBER
14-114
W
S
SHEET OF
L1.0
XU SHORT PLAT 19
GROUNDCOVER PLANTING
NOT TO SCALE
1'r
WIDE BRANCH ATTACHMENT
REMOVE BURLAP FROM
TOP 1/2 OF ROOTBALL
ROTOTILL
_
COMPACTED
O
z
SUBGRADE
00
AS SPECIFIED
O-
om
NOTES:
1. FERTILIZE AND WATER FOLLOWING PLANTING.
2. SEE LANDSCAPE NOTES FOR ADDITIONAL INFORMATION.
STRONG STOUT STEMS AND BUDS
2 -12 GA TIE WIRE THREADED
THROUGH 12"-16" GARDEN HOSE
WRAP TRUNK WITH BURLAP OR
SPECIAL TREE WRAPPING PAPER
2" DIA. "BVC" LODGEPLOE PINE TREE
STAKE OR APPROVED EQUAL.
PLACE OUTSIDE ROOTBALL.
COVER SOIL LOOSENED AREA WITH 2"
MULCH. KEEP MULCH 3" FROM TREE
TRUNK.
DIG THE PLANTING PIT AT LEAST 3
TIMES THE SIZE OF THE ROOTBALL
DECIDUOUS TREE PLANTING with STAKING
NOT TO SCALE
Landscape Details � 3 =W
NOTES:
1. USE PLANT STARTER SOLUTION
DURING PLANTING OPERATION.
2. SHRUBS SHALL BEAR SAME
RELATION TO FINISHED GRADE
AS IT BORE TO PREVIOUS
yy EXISTING GRADE. TOP OF
ROOTBALL SHALL BE 1 "
ABOVE FINISHED GRADE.
- I Z
O
ti
a
2" MULCH
U
SAUCER FINISHED Q
GRADE
O
A I - -- - -- -- - A
ul1,42lA
TOPSOIL BACKFILL (SEE LANDSCAPE
NOTES)
REMOVE BURLAP FROM TOP 1/2 OF
ROOT BALL
SHRUB PLANTING
NOT TO SCALE
.... �.�
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ch
to co
f` o O
/ AU-, cn00
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fV C� p p
SPREAD ROOTS OF BARE ROOT N 3
PLANTS OUT OVER CONE OF o
HAND -FIRMED TOPSOIL. n. w° -0 0 1 _f5
CONE OF HAND -FIRMED
TOPSOIL FOR BALL &
BURLAP PLANTS
cU
co
UJ 'w
{z
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NOTES: Ui
1. FERTILIZE AND WATER FOLLOWING PLANTING.
12 GA TIE WIRE THREADED
2. SEE LANDSCAPE NOTES FOR ADDITIONAL p THROUGH 12"-16" GARDEN HOSE
INFORMATION. C
PLACE TOP OF ROOTBALL W
1" ABOVE LEVEL GROWING
IN NURSERY LL
O
COVER SOIL LOOSENED AREA WITH = •(u W
2" BARK MULCH. KEEP MULCH 3" w 4-J >
AWAY FROM TREE TRUNK.Co
_
o N Q
DIG THE PLANTING PIT AT �o
2" DIA. "BVC" LODGEPOLE PINE Q� LEAST 3 TIMES THE SIZE h
pTREE STAKE OR APPROVED EQUAL. J N
OF THE ROOTBALL OUTSIDE ROOTBALL.
fu
i I
_....
V
(n
ROTOTILL _ 1
COMPACTED SUBGRADE ? 4 !
S .. .
AS SPECIFIED _ �>M/-�
............ : ....
SOIL BACKFILL ,....._...... (- ::::::::::.....' Q fo
(SEE LANDSCAPE NOTES) J
REMOVE BURLAP FROM �I =
TOP 1/2 OF ROOTBALL U W
PLACE ROOTBALL ON Q
SOLID SOIL
41
O z
3
EVERGREEN TREE PLANTING with STAKING v W
4 NOT TO SCALE
).,,"` �� 3 "Z9
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
ERIC J. WILLIAMS
CERTIFICATE NO. 775
DEC 0 3 20,5
CITY OF FEDERAL WAY
CDS
JOB NUMBER
14-114
SHEET OF
L1.1
m
Ul
n
'mbB
n
U) rn
ao
I
cm
r—
—
C"
INTERCEPT EXISTING
4" CONDUIT AND #2 CU AND
ROUTE TO NEW J-BOX 53681 JC
TO BE REMOVED
1('#2 CU-C-
in 4" C.C.
TO BE REMOVED
11 18265
5346PC
UG FEEDS OH
I
I
UG SEC
EXISTING
27
NEW
FEEDS OH
8
E
SS—
SS—
,TO. BE REMOVED
U1837POl
40T
TO BE REMOVED 5 0 0 3 7 P C
INTERCEPT EXISTING #2 CU-C 9392 4" C.C.
4" CONDUIT AND #2 CU
AND ROUTE TO NEW E
J-BOX 53681JC I
EXISTING " ° s
#2 CU-C .,�
in 2.5" C.C. NEW
1-100 AMP CUTOUT
40T FUSED
SE 1/4
TERMINAL POLE
U906P01A,---_POLE RISER TOWBEGU1925PpNCE ON
65T
5447PC
24020 SW 356TH ST. � 4' �
x__ /11`1%
4' 4„
GROUTED ��r►'
SECTION A -A
53681JC & 53684JC
444 JUNCTION BOX
CB I; NEW----------------------_— I SCALE: 1" = 2'
444 VAULT INSTALLED PER POWER
53682TC ; ' DIV. STD. C—UG-1500
25 KVA
� r
I �
I' 1 NEW
I' I 2 CU-C
I' ---:' II ----
I In 2.5 C.C. -----_ — —
I ----, r--------_-S --
I _ I — -- — — — --I r--------J I I --- _--------- I
_, I I
I I
NEW
U1925POl��
I I I
I. I 1 I I I EASEMENT?5T
I; I
L
53683PC
U)' '36955 UTILITY I
I I 1 L_EASEMENT
NEW
+; -_UG FEEDS OH i ____ _EASEMENT `2.5" C.O. I L-
-r__ S _UGP
________________ -__- w/ Elec Marker' I I r"-
I ,
CA _—____-- ----+
L I I I
I I I
53684JC NEW
444 - 2 CU-C
EXISTING
TO: 50039TC 'NEW In 2.51I C.C.
U 1837P01 3q457
UG FEEDS OH
2.5" CONDUIT
RISER
53685PC
TERMINAL POLE RISER ASSEMBLY
ALL CONFORM TO POWER DIV. STD.
C—UG-1200.
EXISTING
y #2 CU—C
NEW In 4" C.C. 1
s� 2 CU_
STORM POND
in 4"
—�,- NEW '
53681 JC'
+ •� 444 `20'x4o' ADDITIONAL
CB UTILITY EASEMENT
NEW
CB
--
,, #2 CU—C
In 2.5 C.C.--------
I 1� i - I
10' EASEMENT
HYD
+ , ; 10' UTILITY
I ; I EASEMENT
!' 10'x10' ADDITIONAL
! I UTILITY EASEMENT '
-----------------------+
53685PC
U1925POl
40T
UG FEEDS OH
UG FEEDS OH
".5" CONDUIT
ECDNDARY RISER
2.5" CONDUIT
RISER
1-100 AMP CUTOUT
25T FUSED
NW 1/4
TERMINAL POLE
53683PC
TERMINAL POLE RISER ASSEMBLY
SHALL CONFORM TO POWER DIV. STD.
C—UG-1200.
J1045
NEW
UGP
N_
1. CUSTOMER TO FURNISH AND INSTALL ONE 444 VAULT WITH LID #1 FOR
SINGLE-PHASE PADMOUNT TRANSFORMER PER STD. C-UG-1700, INSTALLED
PER STD. A-UG-1200; TWO 444 JUNCTION BOXES WITH LID #1 PER STD.
C-UG-1500, INSTALLED PER STD. A-UG-1100; THREE LARGE SECONDARY
SERVICE BOXES; PRIMARY AND SECONDARY TRENCH; 4" & 2.5" SCH. 40 GRAY
PVC CONDUIT FOR PRIMARY AND SECONDARY CABLE; TEN FEET OF 2.5" SCH.
80 GRAY PVC CONDUIT ON STANDOFF BRACKETS AND ONE 2.5" SCH. 40 PVC
OR STEEL ELBOW AT POWER DIV. TERMINAL POLES; ALL SECONDARY CABLES IN
CONDUIT FROM SECONDARY SERVICE BOXES TO SERVICE POINTS ON BUILDINGS;
AND HEAVY DUTY GUARD POSTS PER STD. C-UG-1400 AS NECESSARY.
2. POWER DIVISION TO FURNISH AND INSTALL TRANSFORMERS, PRIMARY
CABLE; AND SECONDARY CABLE FROM TRANSFORMERS TO SECONDARY SERVICE
BOXES; TO FRAME TERMINAL POLE AND TO COMPLETE RISER ASSEMBLY; AND TO
MAKE PRIMARY AND SECONDARY CONNECTIONS AT TRANSFORMER TERMINALS.
3. WHERE POWER DIVISION FACILITIES ARE TO BE INSTALLED, FINAL GRADES
MUST BE ESTABLISHED AT NO EXPENSE TO POWER DIVISION AND THESE
GRADES MAINTAINED. ANY ALTERATION OF POWER DIV. FACILITIES CAUSED BY
OWNER'S CHANGE OF GRADES WILL BE AT OWNER'S EXPENSE.
A
4. PRIMARY CABLE TO HAVE MINIMUM COVER OF 36" IN STREET
RIGHTS -OF -WAY AND ON ALL PRIVATE PROPERTY. BOTTOM OF TRENCH SHALL
BE 42" MINIMUM WHERE CONDUIT IS USED.
5. TRANSFORMER SHALL ALWAYS BE ACCESSIBLE FOR PURPOSES OF
MAINTENANCE & CHANGE OUT. TRANSFORMER TO BE LOCATED NO CLOSER
THAN 8 FEET FROM COMBUSTIBLE BUILDING SURFACES. NO PLANTING TO BE
TOP OF COVER
WITHIN 8 FEET OF TRANSFORMER.
SHALL BE FLUSH
WITH FINISHED
6. VERIFY LOCATION OF ALL UNDERGROUND UTILITIES IN THE FIELD.
GRADE WHEN IN
PAVED AREAS; &
7. SERVICE POINTS SHALL BE CONNECTED AS SHOWN ON THIS FINAL
6" ABOVE THE
DRAWING. ANY RELOCATION OF SERVICE POINTS MUST BE APPROVED BY THE
FINISHED GRADE
POWER DIVISION ENGINEER.
IN PLANTER AREAS.
8. SET VAULTS ON 9" CRUSHED COMPACTED 5/8" GRAVEL PER STD.
C— UG-1700.
2-1/2" CONDUIT
9. CENTURY LINK COMMUNICATIONS, CLICK!, COMCAST CABLE, AND PUGET
SOUND ENERGY (GAS) TO OCCUPY COMMON TRENCH WITH TACOMA POWER AS
NECESSARY.
SANITARY SEWER
EASEMENT
25 KVA
PDMT. XFMR.
240/120V ��
7200V / Y
02
QQ
�Q
QQ
qGl�
w_.4
0
0 "� .4".
®� JP
\iO
�O
53682TC
TRANSFORMER VAULT 444 W/LID
4'-0" X 4'-0" X 3'-6" DEEP VAULT & 4'-0" X 4'-0"
X 6" THICK LID WITH 28" X 12" ACCESS OPENING PER
POWER DIV. STD. C—UG-1700 AND STD. A—UG-1200
MAYFIELD, LLC
ATTN: LEON XU
31704 53RD AVE. SW
FEDERAL WAY, WA 98023
PHONE: 253-666-4985
ENGINEERING CO.
BEYLER CONSULTING
5920 100TH ST. STE #25
LAKEWOOD, WA 98499
PHONE: 253-301-4157
SAR A MPP-M AA
LAKEHAVEN WATER AND SEWER DISTRICT
P.O. BOX 4249
FEDERAL WAY, WA 98063
PHONE: 253-927-2922
CUSTOMER CIVIL/
CUSTOMER TRENCH
0 30 60 feet
REV. NO.
XU SHORT PLAT
F P172
V {
F
6
U906PO1 UG DIPS — KING COUNTY
U1837POI CROSSPOINTE
STRUCTURES AND ATTACHMENTS
0 Pole, In -Service
0 Pole, Primary UG, In -Service
0 Pole, Primary UG, Proposed Install
0 Pole, Primary UG, Proposed Remove
DISCONNECT DEVICES
r� Fused Disconnect Installation, Single Phase, In -Service
• Fused Disconnect Installation, Single Phase, Proposed Install
UG OBJECTS
Conduit, Proposed Install
Conduit - (End of Conduit)
UG Primary Segment, Single Phase, In -Service
- - - - - - UG Primary Segment, Single Phase, Proposed Install
- - - - - - UG Primary Segment, Single Phase, Proposed Remove
UG Secondary, In -Service
UG Secondary, Proposed Install
UG Secondary, To SSB
Q UG Transformer Installation, Single Phase, In -Service
0 UG Transformer Installation, Single Phase, Proposed Install
0 Vault, J-Box, Proposed Install
m Vault, SSB, Large, Proposed Install
0 Vault, SSB, Small, In -Service
MAP
PRELIMINARY
NOT TO BE USED FOR
CONSTRUCTION
PURPOSES
5-7-18
CITY OF TACOMA
DEPARTMENT OF PUBLIC UTILITIES
POWER DIVISION
XU SHORT PLAT
SW 356TH ST. & 20TH AVE. SW
ELECTRICAL LAYOUT & DETAIL
NW 30-21-4
E LINE
UW1051
DESIGNED I DRAWN CHECKED
L21 DLR SMC hLk—
SECTION UPERVISOR DATE
DRAWING NO.
U 1925P01
85
CITY OF
Fe deral Way
REVISED 01-12-15
SHORT PLAT
N 0. 14-105417— SU
CITY OF FEDERAL WAY
KING COUNTY, WASHINGTON
RIGHTS —OF —WAY
Rights —of —Way graphically represented on this short plat have
I"
been deeded to the City of Federal Way by Statutory Warranty Deed. King
County, Washington recording number. _________________________
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned
owners of interest in the land hereby short subdivided, hereby declare
this short plat to be the graphic representation of the short subdivision
made hereby, and do hereby dedicate to the public forever all the
easements and tracts shown on this short plat for all public purposes
as indicated thereon, including but not limited to parks, open space,
>
utilities and drainage unless such easements or tracts are specifically
identified on this short plat as being dedicated or conveyed to a person
or entity other than the public, in which case we do hereby dedicate
such easements, or tracts to the person or entity identified and for
the purpose stated.
Further, the undersigned owners of the land hereby short
subdivided waive for themselves, their heirs and assigns and any
person or entity deriving title from the undersigned, any and all claims
for damages against the City of Federal Way, its successors and assigns
which may be occasioned by the establishment, construction, or main—
tenance of roads and/or drainage systems within this short subdivision
other than claims resulting from inadequate maintenance by the
City of Federal Way.
Further, the undersigned owners of the land hereby short
subdivided agree for themselves, their heirs and assigns to indemnify and
hold the City of Federal Way, its successors and assigns, harmless from
any damage, including any costs of defense, claimed by persons within or
without this short subdivision to have been caused by alterations of
the ground surface, vegetation, drainage, or surface or sub —surface
water flows within this short subdivision or by establishment, con—
struction or maintenance of the roads within this short subdivision.
Provided, this waiver and indemnification shall not be construed as releasing
the City of Federal Way, its successors or assigns, from liability for
damages, including the cost of defense, resulting in whole or in part
from the negligence of the City of Federal Way, its successors, or assigns.
This subdivision, dedication waiver of claims and agreement to
hold harmless is made with the free consent and in accordance with the
desires of said owners.
IN WITNESS WHEREOF we set our hands and seals.
MAYFAIR, LLC
MANAGING MEMBER:
State of Washington )
ss.
County of )
On this day of _ 22_,before me, the
undersigned notary public in and for the state of Washington, personally
appeared to me known to be a managing member of
the corporation that executed the foregoing instrument, and acknowledged
said instrument to be the free and voluntary act and deed of said
corporation stated that they are authorized to execute said instrument.
In witness whereof, I have hereunto set my hand and affixed my official
seal the day and year first above written.
Signature of
Notary Public
Printed name
Dated
My appointment expires
RECORDER'S CERTIFICATE ....................
filed for record this ........... day of .......... 20....... at ...... M
in book .......... of ........ at page......... at the request of
........................................................................
Mgr. Supt. of Records
APPROVALS:
KING COUNTY
RECORDING NO.
VOL./PAGE
CITY OF FEDERAL WAY
DEPARTMENT OF ASSESSMENTS
Examined and approved this --__ day of ____________- 20___
Examined and approved this __-- day of ____—_______-
20____
Deputy Public Works Director
________________
Assessor ________________
1 inch =
100 ft. 11
0 100 200 300
Examined and approved this ___ day of ___—__—_____, 20__—_
______________________________________
Deputy Assessor
PORTION OF
Planning Manager
Account Number ________
SE _1 /4 of
21 N 3 E
NE _1 /4, S. 25 T. R. ____
SW
N.T.S
LEGAL DESCRIPTION
THAT PORTION OF GOVERNMENT LOT 2, SECTION 25,
TOWNSHIP 21 NORTH, RANGE 3 EAST. W.M., IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 200 FEET SOUTH AND 330
FEET EAST OF THE NORTHWEST CORNER OF
GOVERNMENT LOT 2;
THENCE SOUTH 180 FEET;
THENCE EAST 330 FEET TO THE WEST LINE OF THE
PLAT OF HAMPSTEAD GREEN DIVISION 2, RECORDED
IN VOLUME 159 OF PLATS, PAGES 51 AND 52;
THENCE, ALONG SAID WEST LINE, NORTH 125 FEET;
THENCE WEST 165 FEET TO THE WEST LINE OF THE
EAST 825 FEET OF SAID GOVERNMENT LOT 2;
THENCE NORTH 55 FEET;
THENCE WEST 165 FEET TO THE POINT OF
BEGINNING;
EXCEPT THE WEST 30 FEET THEREOF FOR ROAD;
TOGETHER WITH THAT PORTION OF GOVERNMENT
LOT 2, SECTION 25, TOWNSHIP 21 NORTH, RANGE 3
EAST, W.M., IN KING COUNTY, WASHINGTON,
DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT LYING 30 FEET SOUTH AND
330 FEET EAST OF THE NORTHWEST CORNER OF SAID
GOVERNMENT LOT 2,
THENCE SOUTH 170 FEET;
THENCE EAST 165 FEET TO THE WEST LINE OF THE
EAST 825 FEET OF SAID GOVERNMENT LOT 2;
THENCE, ALONG SAID WEST LINE, NORTH 170 FEET;
THENCE WEST 165 FEET TO THE POINT OF
BEGINNING;
EXCEPT THE WEST 30 FEET OF ROAD;
AND EXCEPT THAT PORTION THEREOF CONVEYED TO
THE CITY OF FEDERAL WAY FOR S. W. 356TH STREET
BY DEED RECORDED UNDER RECORDING NO.
9112061614,
DESCRIPTION ABOVE BASED UPON CHICAGO TITLE
INSURANCE COMPANY SUBDIVISION GUARANTEE NO.
0014432-06 REVISION SECOND GUARANTEE DATED
FEBRUARY 11, 2016 AT 8:OOAM.
EQUIPMENT USED
NIKON DTM 410 TOTAL STATION. STANDARD FIELD
TRAVERSE METHODS FOR CONTROL AND STAKING.
LEGEND
- NW CORNER
GOVERNMENT LOT 2, SECTION 25,
TOWNSHIP 21 NORTH, RANGE 3 EAST
SW 356TH STREET
S87021 'O8 "E 855. 07'
(BASIS OF BEARINGS)
S87°21 'S3" _1, 72 —--------- — _
_ N S87020'39 E 135;
— S87020'39 "E I o
139.95' — —
N
►� iV r LOT 1
N M N T'AiiFtI1:LA, 7:A%'IEi3 t %i13I?It�Ac
*� W 1901 SW 3 6T11 ST �1
N PN: 2521039015
7
171. 07' a LOT 3
S87020'39"E o0
WUi
�z
L S87020'39"E LOT
FOUND CASED MONUMENT; MAY 2014 o 0 165, 09'
BRASSIE WITH PUNCH I o MAYFAIR, 1,1.c.
Z i
19O9 SW :356TH ST
I�
K
APT : 221039{}(}
�`M o
LOT 5
M
BASIS OF BEARINGS
X
o
o N
I
NAD 83(201 1)(EPOCH:201 0. 0000) WASHINGTON NORTH:
N
o
S87°20'39 "E
307, 41 ' Z
LOT 6
FOUND MONUMENTS IN SW 356TH ST FROM 21 ST AVE SW
Q)
TO 18TH AVE SW IS SOUTH 87021'08" EAST.
I
z
cOI.F, DONA1..n 1>i1A
I
35708 20TH AVE SW1
E,1)'tk Y. ALAN S 'r.I(K1.
LOT 7
i
APN: 2521039052
36;704 20111 A1F: SW
VERTICAL DATUM
LOT 10
KING COUNTY MONUMENT 8817: CONCRETE
MONUMENT WITH NAIL SET 0.78' BELOW GRADE, IN A
STANDARD WSDOT MONUMENT CASE LOCATED IN THE
I
MIDDLE OF THE INTERSECTION OF 21 ST AVE SW AND
I
LOT 11
SW 356TH ST.
ELEVATION = 400.957 (NAVD 88)
I
(NGVD 29 CONVERSION FACTOR = + 1.073)
30' 130'
SITE INFORMATION I ';'
PARCEL NO.: 2521039004
SIZE: 66,279 SQ. FT. f (1.52 ACRES f)
ZONING: RS 9.6, SINGLE FAMILY; HIGH DENSITY
SETBACKS: FRONT= 20'
INTERIOR = 5'
REAR= 5'
SITE ADDRESS: 1909 SW 356TH ST
FEDERAL WAY WA
PROPERTY OWNER: MAYFAIR, LLC.
LEON XU, MANAGING MEMBER
IIE ZHAO, MANAGING MEMBER
31704 53RD AVE SW
FEDERAL WAY WA 98023
TEL: 253-666-4985
LAND SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THIS MAP CORRECTLY
REPRESENTS A SURVEY MADE BY ME OR UNDER MY
DIRECT SUPERVISION IN MAY 2014, IN COMPLIANCE WITH
THE REQUIREMENTS OF THE SURVEY RECORDING ACT,
CHAPTER 58.09 RCW AND 332-130 WAC, AT THE
REQUEST OF MAYFAIR, LLC.
Certificate No. ................
SW 358TH COURT
SITE AREAS
GROSS ACREAGE:
68,340 SQ FT f
PUBLIC RIGHT OF WAY DEDICATION: 1,539 SQ FT f
TRACT A (STORM DETENTION)
NET PLAT AREA:
ACCESS EASEMENT:
UTILITY EASEMENTS:
• � 1,
EYLER
• CONSULTING
CONTACT �A-
OFFIC 22ots q
phone: 253-301-4157 7602 Bridgeport Way W, 'Z' CHKD. BY
fax: 253-336-3950 Lakewood, WA 984
beylerconsulting.com
9,973 SQ FT f
56,828 SQ FT f
6,065 SQ FT t
12,014 SQ FT f
IJ
C�
RES
U B J D
APR 01 20,16
XU SHORT PLA it OF FEDERAL WAY
i" CDS
DATE
TAG 3/31/2016
tgOld I SCALE 1,►=100'
JOB NO.
14-114
SHEET
1 of 2
RECORDING NO. I VOL./PAGE
CITY OF
::' �14& Federal
REVISED 01-12-15
SHORT PLAT
N0. 14-105417-SU
CITY OF FEDERAL WAY
KING COUNTY, WASHINGTON
LEGEND
FOUND CASED MONUMENT; MAY 2014
BRASSIE WITH PUNCH
OO
TO BE SET: REBAR AND CAP "TGOLD 22016"
OVER HEAD POWER LINE
GUY WIRE
UTILITY POLE W/ LIGHT
2,
UTILITY POLE
n
POWER VAULT
DECIDUOUS TREE
CONIFER TREE
STREET SIGNS
TELEPHONE PEDESTAL
WATER METER
FIRE HYDRANT
GATE VALVE
-- - --
WATER LOCATE
[ jl
STORM DRAIN CATCH BASIN
----
STORM DRAIN LINE
- cv ---
6' CHAIN LINK FENCE
ss
SANITARY SEWER LINE
LINE TABLE
LINE BEARING DISTANCE
LI
IN00-4337"Ej
11.29'
L2
S87°20'39"E
30.02'
SURVEY NOTES
1. THE LEGAL DESCRIPTION FOR THE EASEMENT GRANTED
TO THE CITY OF TACOMA UNDER KING COUNTY
RECORDING NO. 2895737 FOR THE PURPOSES OF
SETTING POLES AND STRINGING WIRES IS VAGUE AND
UN -LOCATABLE AS TO ITS EXACT LOCATION. THE POLES
AND OVERHEAD POWER LINES SHOWN ON THIS MAP
APPEAR TO CONFORM TO THE CONDITIONS OF SAID
EASEMENT.
2. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO LOT
3 FROM THE PRIVATE ACCESS ROAD WITHOUT PRIOR
WRITTEN APPROVAL FROM THE CITY OF FEDERAL WAY
PUBLIC WORKS DEPARTMENT.
3. SHORT PLAT APPROVAL EXPIRES FIVE YEARS FROM THE
DATE OF PRELIMINARY APPROVAL (ENGINEERING PLAN
APPROVAL, IMPROVEMENTS CONSTRUCTED, AND
RECORDING).
NW CORNER
GOVERNMENT LOT 2, SECTION 25,
TOWNSHIP 21 NORTH, RANGE 3 EAST
S87021"53'E
331,72'
SCALE: 1 inch = 40 ft.
20 40 80 120
PORTION OF
SE_1 A Of _ NE-1 A, S. 25_ T. 21N _ R. 3 E _
SW 356TH STREET
S87°21108"E Rr,S n7l
(BASIS OF BEARINGS)
-
'
ASPHALT ' S87°20'39"E 523.35' —
�'-- —------� _ _
I1' ADDITIONAL RIGHT-OF-WAY (1,486 SQ FT f) I _
TO BE DEEDED TO FEDERAL WAY PER AFN 6' CONC, SIDEWALK N
W/ CURB & GUTTER rt I io ca
(TYP.) I V )
SD
pb ti... S87° _'NtJ3� 95'
t — TELEPHONE Q.
VAULT — -
r I E REMOVEDD 414- d`
Np1 TRA -'— CONCRETE
CC)TO BE REMOVED (TYP,)
SEWER VAULT I
�— 3
5' CONC. !
SIDEWALK y.l
I u,
I�.
ASPHALT SPEED TABLE
...........
........:::. ::::::.
�.....
)........ 415
---�---- I ... IaxE<II_A rig Ix� 1a�I1Lx
91
AI)N: 251 039015
K59.6
BUILDING
SETBACK (TYP)
L OOoO 3806 \....... SHED 6.2' EAST OF LINE
p'Y p ,,� f
101008 SF � � � TO BE REMOVED
SHED
TO BE REMOVED v N
W
SS887020'39'E _
ANIMAL PEN
TO REMAIN
LGOT326 9
I 10, UTILITY
10,044 SF \ i I', ��5 EASEMENT
41S
-S, 'S87°20'39"E
165.09'
S 7°20-39"E 141,52 _1�1-6 — — _
— 111.50_ LI Ln —
I�
N ~ LOT 4 BUILDING
s' I 5� I ` SETBACK 7
10, UTILITY l� 5' 1 \ 13, 613 SF to LINELOT 5
EASEMENT L T 3
12 679SF10 ` I 10 483 SF
BUILDING I yip 10' UTILITY ��� 5'
10' EASEMENT I \ BUILDING
SETBACK (TYP) M 5, � SETBACK (TYP)
`20' ( H ( 13612,5184
\ / N ` J 20
z -
N..
111.61, N l 1
__. —.
_ — GRAVEL DRIVEWAYS87°20 39 E 307.41' '
COLS. DO'.VisI.,I) �, iiLl.`}
LLI) A, AL s ti & s; IC 1 I
I i)a() [alit }1 SW
35708 20TH AV SW
1 1 APN: 25210.39052, d 9521039029
ZONING: RS9.6
I
SW 358TH COURT
21' ACCESS AND UTILITY EASEMENT
NOTE: THERE SHALL BE NO DIRECT
VEHICULAR ACCESS TO LOT 3 FROM
THE PRIVATE ACCESS ROAD
WITHOUT PRIOR WRITTEN APPROVAL
FROM THE CITY OF FEDERAL WAY
PUBLIC WORKS DEPARTMENT.
LOT
LOT 3
LOT 4
LOT 5
n Sti3(i II f If�E�IL� I 1II
p356,37 18T11 AVE SW
Ln
N AI'3065J0,5
*,
LOT 6
NC1;Yz'V N11() &, bt LA Tffl.
t, ( AVE;':�
I V: tE 3(V0Cfi
RECORDER'S CERTIFICATE .................... LAND SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THIS MAP CORRECTLY XU SHORT PLAT
S R.
filed for record this ........... day of .......... 20....... at ...... M REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN MAY 2014, INCOMPLIANCE WITH ' ���° WAS
in book .......... of ........ at page......... at the request of THE REQUIREMENTS OF THE SURVEY RECORDING ACT, B EY L E R F=
CHAPTER 58.09 RCW AND 332-130 WAC, AT THE CONSULTING DWN. BY DATE JOB NO.
•••••••••••••••••°••••••••••••••••° REQUEST OF MAYFAIR LLC.
CONTACT OFFIC � 22016 � TAG 313112016 14-114
,,,,,,,,,,,,, phone: 253-301-4157 7602 Bridgeport Way �GrsTSg�
... fax: 253-336-3950 Lakewoo , WA CHKD. BY SCALE SHEET2
.... d r� t�
Mgr. Supt. of Records Certificate No. ... ff i =40 2 OF
12,rd
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VICINITY MAP
N.T.S
CALL 48 HRS
BEFORE YOU DIG
1-800-424-5555
CITY PUBLIC WORKS DEPARTMENT
PRECONSTRUCTON/INSPECTION
NOTIFICATION
253-835-2700
1. LOTS 4 AND 5 OF THE PROPOSED SHORT PLAT ARE TO
INSTALL AUTOMATIC FIRE SPRINKLER SYSTEMS.
2. EACH LOT SHALL BE REQUIRED TO PLANT OR RETAIN AT
A MINIMUM OF THE FOLLOWING TREE UNITS PER LOT:
LOT 1 (0.230 AC) 6 TREE UNITS
LOT 2 (0,231 AC) 6 TREE UNITS
LOT 3 (0.232 AC) 6 TREE UNITS
LOT 4 (0.234 AC) 6 TREE UNITS
LOT 5 (0.241 AC) 6 TREE UNITS
3. THE PORTION OF LANDSCAPING BUFFER STRIP LOCATED
OVER THE STORMWATER FACILITY TRACT 'A' SHALL BE
EQUALLY OWNED AND MAINTAINED, EQUALLY BY THE
OWNERS OF THE XU SHORT PLAT. t/
4. APPROVALS ARE REQUIRED BY THE DIRECTOR OF
COMMUNITY DEVELOPMENT IN ORDER TO REMOVE OR
MODIFY VEGETATION FROM THE LANDSCAPE STRIP IN
TRACT 'A'.
5. THE PRIVATE ROAD AND UTILITY EASEMENT SHALL BE
THE RESPONSIBILITY, EQUALLY OWNED, AND
MAINTAINED BY THE OWNERS OF LOTS 4 AND 5 OF THE
XU SHORT PLAT.
6. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO LOT
3 FROM THE PRIVATE ACCESS ROAD WITHOUT PRIOR
WRITTEN APPROVAL FROM THE CITY OF FEDERAL WAY
PUBLIC WORKS DEPARTMENT.
7. FINAL MAILBOX LOCATIONS HAVE YET TO BE
DETERMINED AND/OR APPROVED BY THE FEDERAL WAY
POST MASTER. FINAL MAILBOX LOCATION APPROVAL
SHALL BE OBTAINED PRIOR TO CONSTRUCTION.
8. ALL LOTS MUST BE PROVIDED WITH MAILING
ADDRESSES BY THE BUILDING OFFICIAL.
THAT PORTION OF GOVERNMENT LOT 2, SECTION 25,
TOWNSHIP 21 NORTH, RANGE 3 EAST. W.M., IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 200 FEET SOUTH AND 330 FEET
EAST OF THE NORTHWEST CORNER OF GOVERNMENT LOT 2;
THENCE SOYTH 180 FEET;
THENCE EJST 330 FEET TO THE WEST LINE OF THE PLAT OF
HAMPSTEA' GREEN_DIVISION 2, RECORDED IN VOLUME 159
OF PLATS, PAGES 51 AND 52;
THENCE, ALONG SAID WEST LINE, NORTH 125 FEET;
THENCE WEST 165 FEET TO THE WEST LINE OF THE EAST
825 FEET OF SAID GOVERNMENT LOT 2;
THENCE NORTH 55 FEET;
THENCE WEST 165 FEET TO THE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF FOR ROAD;
TOGETHER WITH THAT PORTION OF GOVERNMENT LOT 2,
SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN
KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT LYING 30 FEET SOUTH AND 330 FEET
EAST OF THE NORTHWEST CORNER OF SAID GOVERNMENT
LOT 2,
THENCE SOUTH 170 FEET,
THENCE EAST 165 FEET TO THE WEST LINE OF THE EAST 825
FEET OF SAID GOVERNMENT LOT 2;
THENCE, ALONG SAID WEST LINE, NORTH 170 FEET;
THENCE WEST 165 FEET TO THE POINT OF BEGINNING;
EXCEPT THE WEST 30 FEET OF ROAD;
AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE
CITY OF FEDERAL WAY FOR S. W, 356TH STREET BY DEED
RECORDED UNDER RECORDING NO. 9112061614.
DESCRIPTION ABOVE BASED UPON CHICAGO TITLE
INSURANCE COMPANY SUBDIVISION GUARANTEE NO.
0014432-06 REVISION SECOND GUARANTEE DATED
FEBRUARY 11, 2016 AT 8:OOAM.
A PORTION OF THE NE 114 OF SECTION 25, TOWNSHIP 21 N., RANGE 03 E., W.M. maa cjn o f (e ,
Xu SHORT PLAT
ENGINEERING PLANSET
PARCEL NO. 2521039004
30 15 0 30 60
SCALE: 1" = 30'
i
1 1
21ST AVENUE SW St H:IIITT � THt3MAS 1 �
ASSOCIATES I/ 183.3 SW 355TH PL 1829 SW 355Tii PI_ � 1825 SW 355TII PL ! 1
2010 SW 3.56TH ST ZONI G, RS .2 � ZONING: R J.2 ZONING: RS7.2
ZONING; RS, .2 j 4 926975-03 20 j # 926975.-0330 j # 926975-03.10 i
1
# 252103•-901t) I f
------------
...._ ._ .._ _ -
EX CB
TOP 405.83
EX 12" IE 402.03 (OUT-W) I 10' TYPE III LANDSCAPE SW 356TH STREET
'� BUFFER TO BE PLANTED
NEW 12' IE 402.03 (IN-E) (PUBLIC ROW)
EX 12 IE 402,03 (IN-S)
REMOVE SOUTHERLY PIPE 11' RIGHT OF
AND PLUG CATCH BASIN \� WAY DEDICATION
EX SEPTIC DRAINFIELD \ - ' . -- -, ,- / 1 ' f r - _
1 - --41"-
TO BE ABANDONED AND REMOVED PER KING �., ,� o /r ��
COUNTY HEALTH DEPARTMENT STANDARDS ' , 4 12 � -
�k EX STRUCTURE
--
O 413- -(TO BE REMOVED)
- -
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# 252103 9020
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9,973.09 SF- (SEE SHEET C8.0)
All
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911
i t.; y o ...'.. -�- •_ - =f PROPOSED 1 TO 4 FOOT RETAINING
TO BE CONSTRUCTED WALL
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� I' �.•:.•'�T-:•:.:.:.:.:.:.:.•.•.•.•.•::.�:.•.�.�.•.�.�.�.�.�.•..•.�.•.�.�.�..�.•.�.•.•.•.�.•.�..�.•.•.•.•.•.••:.'..
-'••••• ' � ••���•�'•'�•''•"''•"��•'�-�' n'�•�••�•• ••••"•�•- j •-•'• I ROCKERY, TEXTURED OR PATTERNED
PROPOSED SINGLE FAMILY RESIDENCES /
ROAD ENTRANCE r • j - - - - - - - / SITE DEVELOPMENT j
_
f 6' ChIAINLINK
_ / j
FENCE ''.. 7` L -
I j I EX STRUCTURES
EX FIRE AROUND POND
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HYDRANT00,
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LOT 1 lr / 1901- 33rr
w ( X I ( / !� 10,008.38 SF / / �,� 1 7,ONI;�1G: RS9.6
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PRESSURE LINE I / / 1
SERVING LOTS 1-3 - /
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SEWER
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D OVERLAY PRESSURE LINE / �_�
15 I r r %
"-{13 1QTH A1'F Sti'
FREEMAN�
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35621 20TH AVE W
ZONING- BN
# 252103-9027
EX 2" SEWER
PRESSURE MAIN
/ VALVE BOX (TYP) -� , a >
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. - -'--- --J - - -
0040
ice. o
10' STORM �/' 10
10
EASEMENT I g 1
NEAT SAW !
CUT LINE i ( 10' UTILITY I I "1 i LOT 4 1 1 1 f
110, � EASEMENT � 1 1 i �C t � 10,210.73 SF
.201 t1 13,612.52 SF INCLUDING /
•.'� .� 1 �tiL 1 L3 / ACCESS EASEMENT 1 1 S
jj li 17 L\o� ;LI l\ 1 X i
z� LOT 5 SCHt r r
h10,120.26
If4
I 1 120.26 SF �' i , S
0 :� < 4. ` :>5637 11i`.I'H Ati Is ., �S
,:
WATER 12,679.37SFINCLUDING I , 1 10,483.02 SFCi�LI�G:RS9-fi
60' ROW SERVICE ACCESS EASEMENT
(TYP) ` \ 125 16' # 3(i6561-0050
lE� \ 18'
i f \ 10, UTILITY \ \ , ROOF-
( ( \ 1 EASEMENT \ (` I I DRAIN__-
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' �fI 21' SHARED ACCESS & UTILITY PERVIOUS /
I € i ASPHALT
EASEMENT FOR LOTS 4 AND 5 (4,836 SF)
$ (NOTE: THERE SHALL BE NO
DIRECT VEHICULAR ACCESS TO
LOT 3 FROM THE PRIVATE
ACCESS ROAD WITHOUT
l i PRIOR �'LI L91Iz e
! % /
� j jl '� � WRITTEN APPROVAL FROM THE t;g"3LE 35704 2011I VE SW
' ) L - _, - t \ I CITY OF FEDERAL WAY PUBLIC 3 08 0 TII N$ E S ZONING., RS9.6 ( /
II �. j ;, c:.: r WORKS DEPARTMENT)RS9.6 �21 # f13{129
�,- ZONING:I
4252103
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35701I,3111A I'SW
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zOr� INI�: S3.0 /
BAT
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ZONING
# 306561-0070
/
SHEET CI.0
SHEET C2.0
SHEET C3.0
SHEET C4.0
SHEET C5.0
SHEET C6.0
SHEET C7.0
SHEET C8.0
SHEET C9.0
SHEET C10.0
SHEET C11.0
SHEET C12.0
SHEET C13.0
SHEET C14.0
SHEET C15.0
SHEET TR 1.0
SHEET L1.0
SHEET L1.1
COVER SHEET/ SITE PLAN
EXISTING SITE CONDITIONS
SURVEY CONTROL MAP
T. E. S. C. PLAN
T. E. S. C. NOTES & DETAILS
STORMWATER & GRADING PLAN
20TH AVE PLAN & PROFILE
STORM POND PLAN & PROFILE
PERVIOUS PAVEMENT NOTES & DETAILS
ROAD NOTES & DETAILS
ROAD NOTES & DETAILS
ROAD NOTES & DETAILS
STORM NOTES & DETAILS
STORM NOTES & DETAILS
STORM NOTES & DETAILS
TREE RETENTION PLAN
LANDSCAPE PLAN
LANDSCAPE DETAILS
OFFSITE IMPROVEMENTS
SHARED ACCESS DRIVE APRON 455 SF (PGIS)
CONC SIDEWALK 1I, SF
TOTAL 1, 884 SF (0.043 AC)
ONSITE IMPROVEMENTS
SHARED ACCESS DRIVE (PERVIOUS) 4,836 SF (PGIS)
* CONC DRIVE / WALK 2,500 SF (PGIS)
* * HOUSE FOOTPRINTS 17,500 SF
TOTAL 24,836 SF (0.685 AC)
TOTAL PGIS 7,791 SF (0.179 AC)
* 500 SF HAS BEEN ASSUMED FOR DRIVEWAY/WALK SURFACE FOR EACH LOT
** 3,500 SF HAS BEEN ASSUMED FOR HOUSE FOOTPRINTS FOR EACH LOT
PARCEL NUMBER:
SITE ADDRESS:
SITE AREA (ASSESSOR):
SITE AREA (SURVEYED):
ROW DEDICATION:
NET AREA:
ZONING:
MIN LOT SIZE:
MAX BUILDING HEIGHT:
MAX COVERAGE:
SETBACKS:
FRONT:
STREET SIDE:
INTERIOR:
REAR:
FIRE ACCESS TURNAROUND
MIN. LANE WIDTH
MIN. RADII:
MIN EXTENSION:
2521039004
1909 356TH STREET
FEDERAL WAY, WA
68,717 SF (1.578 AC)
68,340 SF (1.569 AC)
1, 539.92 SF (0, 035 AC)
66, 800.08 SF (1.534 AC)
RS9.6 - SINGLE FAMILY,
HIGH DENSITY
9,600 SF
30'
60%
20'
10,
5'
5'
16' (2 LOTS)
32'
55' FROM CENTERLINE
OWNER / DEVELOPER: ENGINEER I SURVEYOR:
MAYFAIR, LLC
31704 53RD AVENUE SW
FEDERAL WAY, WA 98023
TEL: 253-666-4985
BEYLER CONSULTING
7602 BRIDGEPORT WAY W #3D
LAKEWOOD, WA 98499
TEL: 253-301-4157
NOTE: SHORT PLAT APPROVAL EXPIRES FIVE YEARS FROM THE
DATE OF PRELIMINARY APPROVAL (ENGINEERING PLAN
APPROVAL, IMPROVEMENTS CONSTRUCTED, AND RECORDING).
PERMIT NO. 1 5-105750-00-EN
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SIZE
UNITS
TYPE
COMMENT
1
8"
1.5
DECIDUOUS
TO BE REMOVED
2
10"
1.5
DECIDUOUS
TO BE REMOVED
3
9"
1.5
DECIDUOUS
TO BE REMOVED
4
3 - 14"
6.0
MAPLE
TO BE REMOVED
5
12"
2.0
DECIDUOUS
TO BE REMOVED
6
14"
2.0
DECIDUOUS
TO BE REMOVED
7
10"
1.5
DECIDUOUS
TO BE REMOVED
8
14"
2.0
DECIDUOUS
TO BE REMOVED
9
12"
2.0
DECIDUOUS
10
9"
1.5
DECIDUOUS
11
ill,
1.5
DECIDUOUS
12
11 "
1.5
DECIDUOUS
13
10"
1.5
DECIDUOUS
14
13"
2.0
DECIDUOUS
TO BE REMOVED
15
18"
2.5
DECIDUOUS
16
14"
N/A
DECIDUOUS
OFFSITE
17
9"
N/A
DECIDUOUS
OFFSITE
18
12"
1.5
DECIDUOUS
19
12"
1.5
DECIDUOUS
20
10"
1.5
DECIDUOUS
21
8"
1.5
DECIDUOUS
22
10"
1.5
DECIDUOUS
23
8"
1.5
DECIDUOUS
TO BE REMOVED
24
10"
1.5
DECIDUOUS
TO BE REMOVED
25
11 "
1.5
DECIDUOUS
TO BE REMOVED
26
12"
2,0
DECIDUOUS
TO BE REMOVED
27
18"
2.5
DECIDUOUS
TO BE REMOVED
28
22"
2.5
DECIDUOUS
TO BE REMOVED
29
22"
2.5
DECIDUOUS
TO BE REMOVED
30
15"
N/A
FIR
31
22"
2.5
DECIDUOUS
30 15 0 30 60
SCALE: 1" = 30'
S87024'15"E 331.72' - S8703030"E 855.07'
(BASIS OF BEARINGS)
._._._`
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EX MAJOR CONTOUR
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EX STREET LIGHT
EX TELEPHONE PEDESTAL
EX WATER METER
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EX SEWER MANHOLE
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY
VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S
FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. BEYLER CONSULTING ASSUMES
NO LIABILITY FOR THE LOCATION OF UNDERGROUND
UTILITIES.
THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN
ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, BEYLER
CONSULTING CANNOT ENSURE ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR
FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THESE DRAWINGS AS A RESULT.
PERMIT NO. 15-105750-00-EN
APPROVED
DATE
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NW CORNER
GOVERNMENT LOT 2, SECTION 25,
TOWNSHIP 21 NORTH, RANGE 3 EAST
TRACT A
GROSS PLAT AREA:
ROW DEDICATION:
STORM TRACT:
STORMWATER/LANDSCAPE TRACT
(DEDICATE TO FEDERAL WAY)
66,279 SF 100%
1,486 SF 2%
9,601 SF 15%
NET PLAT AREA:----_------ 55,192 SF---- 83%----
ACCESS EASEMENT: 7,095 SF
UTILITY EASEMENT: 111,180 SF
BASIS OF BEARINGS
ASSUMED: FOUND MONUMENTS IN SW 356TH ST FROM
21ST AVE SW TO 18TH AVE SW IS SOUTH 87023'30" EAST.
VERTICAL DATUM
KING COUNTY MONUMENT 8817: CONCRETE MONUMENT
WITH NAIL SET 0.78' BELOW GRADE, IN A STANDARD
WSDOT MONUMENT CASE LOCATED IN THE MIDDLE OF THE
INTERSECTION OF 21ST AVE SW AND SW 356TH ST.
ELEVATION = 400.957 (NAVD 88)
(NGVD 29 CONVERSION FACTOR = + 1.073)
THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN
ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, BEYLER
CONSULTING CANNOT ENSURE ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR
FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THESE DRAWINGS AS A RESULT.
A PORTION OF THE NE 114 OF SECTION 25, TOWNSHIP 21 N., RANGE 03 E., W.M.
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21' SHARED ACCESS & UTILITY
EASEMENT FOR LOTS 4 AND 5
(NOTE: THERE SHALL BE NO
DIRECT VEHICULAR ACCESS TO
LOT 3 FROM THE PRIVATE
ACCESS ROAD WITHOUT PRIOR
WRITTEN APPROVAL FROM THE
CITY OF FEDERAL WAY PUBLIC
WORKS DEPARTMENT)
.._......
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S87023'01 "E 523, 35'
30 15 0 30 60
SCALE: 1" — 30'
PROPERTY BOUNDARY
NEW PROPERTY LINE
NEW RIGHT OF WAY
NEW EASEMENT
NEW BUILDING SETBACK LINE
FOUND MONUMENT
SURVEY POINTS TO BE SET
NOTE: SEE APPROVED SHORT PLAT SURVEY DOCUMENT
t; FOR COMPLETE SURVEY CONTROL
PARCEL NUMBER:
2521039004
SITE ADDRESS:
1909 356TH STREET
FEDERAL WAY, WA
SITE AREA (ASSESSOR):
68,717 SF (1.578 AC)
SITE AREA (SURVEYED):
66,279 SF (1.522 AC)
ROW DEDICATION:
1,486 SF (0.034 AC)
NET AREA:
64,793 SF (1.487 AC)
ZONING:
RS9.6 - SINGLE FAMILY,
HIGH DENSITY
MIN LOT SIZE:
9,600 SF
MAX BUILDING HEIGHT:
30'
MAX COVERAGE:
60%
SETBACKS:
FRONT:
20'
STREET SIDE:
10'
INTERIOR:
5'
REAR:
5'
FIRE ACCESS TURNAROUND
MIN. LANE WIDTH
16' (2 LOTS)
MIN. RADII:
32'
MIN EXTENSION:
55' FROM CENTERLINE
PERMIT NO. 15-105750-00-EN
APPROVED
DATE
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JOB NUMBER
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SHEET 3 OF 18
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CALL 48 HRS
BEFORE YOU DIG
1-800-424-5555
CITY PUBLIC WORKS DEPARTMENT
PRECONSTRUCTON/INSPECTION
NOTIFICATION
253-835-2700
USE OF PERMANENT DRAINAGE FACILITIES:
ALL PROJECTS THAT ARE CONSTRUCTING PERMANENT
FACILITIES FOR RUNOFF QUANTITY CONTROL ARE
STRONGLY ENCOURAGED TO USE THE ROUGH -GRADED OR
FINAL -GRADED PERMANENT FACILITIES FOR PONDS AND
TRAPS. THIS INCLUDES COMBINED FACILITIES AND
INFILTRATION FACILITIES. WHEN PERMANENT FACILITIES
ARE USED AS TEMPORARY SEDIMENTATION FACILITIES, THE
SURFACE AREA REQUIREMENTS OF SEDIMENT TRAPS (FOR
DRAINAGES LESS THAN 3 ACRES) OR SEDIMENT PONDS
(MORE THAN 3 ACRES) MUST BE MET. IF THE SURFACE AREA
REQUIREMENTS ARE LARGER THAN THE SURFACE AREA OF
THE PERMANENT FACILITY, THEN THE POND SHALL BE
ENLARGED TO COMPLY WITH THE SURFACE AREA
REQUIREMENT. THE PERMANENT POND SHALL ALSO BE
DIVIDED INTO TWO CELLS AS REQUIRED FOR SEDIMENT
PONDS. EITHER A PERMANENT CONTROL STRUCTURE OR
THE TEMPORARY CONTROL STRUCTURE DESCRIBED IN
SECTION D. 3.5.2 MAYBE USED. IF A PERMANENT CONTROL
STRUCTURE IS USED, IT MAY BE ADVISABLE TO PARTIALLY
RESTRICT THE LOWER ORIFICE WITH GRAVEL TO INCREASE
RESIDENCE TIME WHILE STILL ALLOWING DEWATERING OF
THE POND.
REMOVAL OF EXISTING STRUCTURES WILL REQUIRE A
SEPARATE DEMOLITION PERMIT THROUGH THE CITY OF
FEDERAL WAY BUILDING DEPARTMENT
CLEARING, GRADING AND FILLING ON THE BUILDING LOTS
REQUIRES A SEPARATE PERMIT THROUGH THE CITY OF
FEDERAL WAY BUILDING DEPARTMENT
REFER TO THE REPORT PREPARED BY GEORESOURCES, LLC
FOR FURTHER GEOTECHNICAL RECOMMENDATIONS
- "SOPHIA XU - PROPOSED SHORT PLAT"
DATED: JULY 16, 2014
CONTACT: BRAD BIGGERSTAFF, LEG OR DANA BIGGERSTAFF, PE
OFFICE: 253-896-1011
FAX: 253-896-2633
g i � -: . � `✓ / ���� �` .a l ' Pam
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REMOVALITE TREE RETENTION,
SPECIFICATIONS.
A PORTION OF THE NE 114 OF SECTION 25, TOWNSHIP 21 N,, RANGE 03 E., W. M.
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INSTALL TEMPORARY
SEDIMENT POND UTILIZING
3.
THE PROPOSED DETENTION
FACILITY FOOTPRINT. SEE
DETAIL ON SHEET C5.0
EX C8
-
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COUNTY HEALTH DEPARTMENT STANDARDS I
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PREVENT SILT LADEN RUNOFF TO
- ENTER ADJACENT PROPERTY. SEE
DETAIL ON SHEET C5.0
EX STRUCTURES
(TO BE REMOVED)
PARRILLA
1901 S W 356TH ST
"ZONING: R9.6
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TREE PROTECTION AREA
SEE NOTES ON SHEET C5.0
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LIMITS (TYP)
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CLEARING LIMITS
PROJECT LIMITS
SILT FENCE
TREE PROTECTION FENCE
TEMPORARY CULVERT
TREE TO BE REMOVED
STAGING AREA FOR: (LOT 4)
-FUEL STORAGE AREA
-FUELING AREA
-TOOL AND VEHICLE CLEANOUT AREA
-SPILL KIT LOCATION
-EQUIPMENT AND CONSTRUCTION
SUPPLY STORAGE AREA
-WASTE STORAGE & CONTAMINANT
AREAS
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT
ACTIVITY, A PRE -CONSTRUCTION MEETING MUST BE
HELD BETWEEN THE CITY OF FEDERAL WAY, THE
APPLICANT AND THE APPLICANT'S CONSTRUCTION
REPRESENTATIVE.
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 PERIMETER PROTECTION (SILT FENCE, BRUSH
BARRIER, ETC.).
5. INSTALL OFFSITE CATCH BASIN PROTECTION
6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
7. CONSTRUCT SEDIMENT PONDS AND TRAPS,
7A. CONSTRUCT SEDIMENT POND/TRAP OUTLET PIPES AS
SHOWN ON PLANS.
8. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS ( INTERCEPTOR
DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY
WITH CLEARING AND GRADING FOR PROJECT
DEVELOPMENT.
10. MAINTAIN EROSION CONTROL MEASURES IN
ACCORDANCE WITH THE CITY OF FEDERAL WAY
STANDARDS 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 OF FEDERAL WAY AND
KING COUNTY 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 WITHIN SEVEN DAYS OF REACHING
FINAL GRADE.
14. SEED, SOD, STABILIZE, OR COVER ANY AREAS TO
REMAIN UNWORKED FOR MORE THAN 30 DAYS.
15. UPON COMPLETION OF PROJECT, STABILIZE ALL
DISTURBED AREAS AND REMOVE BMP'S IF APPROPRIATE.
PERMIT NO. 15-105750-00-EN
APPROVED
DATE
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JOB NUMBER
4-114
SHEET 4 OF 18
C4.0
1. APPROVAL OF THIS EROSION AND SEDIMENTATION
CONTROL PLAN DOES NOT CONSTITUTE AN APPROVAL OF
PERMANENT ROAD OR DRAINAGE DESIGN (E. G., SIZE
AND LOCATION OF ROADS, PIPES, RESTRICTORS,
CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.).
2. THE IMPLEMENTATION OF THESE EROSION AND
SEDIMENT CONTROL PLANS AND THE CONSTRUCTION,
MAINTENANCE, REPLACEMENT, AND UPGRADING OF
THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE
APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS
COMPLETED AND APPROVED AND
VEGETATION/LANDSCAPING IS ESTABLISHED.
3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON
THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD
PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION
PERIOD, NO DISTURBANCE BEYOND THE FLAGGED
CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING
SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR
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 THE ROAD RIGHT OF WAY DOES NOT
OCCUR FOR THE DURATION OF THE PROJECT.
5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE
CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL
CLEARING AND GRADING ACTIVITIES SO AS TO ENSURE
THAT THE TRANSPORT OF SEDIMENT TO SURFACE
WATERS, DRAINAGE SYSTEMS, AND ADJACENT
PROPERTIES IS MINIMIZED.
6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE
MINIMUM REQUIREMENTS FOR ANTICIPATED SITE
CONDITIONS. DURING THE CONSTRUCTION PERIOD,
THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED
FOR UNEXPECTED STORM EVENTS AND MODIFIED TO
ACCOUNT FOR CHANGING SITE CONDTIONS (E. G.
ADDITIONAL COVER MEASURES, ADDITIONAL SUMP
PUMPS, RELOCATION OF DITCHES AND SILT FENCES,
PERIMETER PROTECTION ETC.) AS DIRECTED BY KING
COUNTY.
7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE
APPLICANT/CONTRACTOR AND MAINTAINED TO ENSURE
CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS
SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC
FACILITIES.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY
EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO
CONSECUTIVE DAYS DURING THE WET SEASON OR
SEVEN DAYS DURING THE DRY SEASON SHALL BE
IMMEDIATELY STABILIZED WITH THE APPROVED ESC
METHODS (E.G. SEEDING, MULCHING, PLASTIC
COVERING, ETC.).
9, ANY AREA NEEDING ESC MEASURES THAT DO NOT
REQUIRE IMMEDIATE ATTENTION SHALL BE ADDRESSED
WITHIN SEVEN (7) DAYS.
10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE
INSPECTED AND MAINTAINED A MINIMUM OF ONCE A
MONTH DURING THE DRY SEASON, BI-MONTHLY DURING
THE WET SEASON, OR WITHIN TWENTY FOUR (24)
HOURS FOLLOWING A STORM EVENT.
11. 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.
12. 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 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 FINAL GRADE OF
PERMANENT FACILITY.
13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE
TO APPENDIX D OF THE KCSWDM.
14. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE
PROTECTION (PER FWRC) SHALL BE PROVIDED ON THE
ESC PLANS.
15. 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 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 DDES INSPECTOR.
1. DUST CONTROL - WATER SHALL BE USED BY THE
CONTRACTOR ACCORDING TO KING COUNTY SURFACE
WATER MANUAL APPENDIX D.3.8 TO PREVENT WIND
TRANSPORT OF DUST FROM EXPOSED SOIL SURFACES
ONTO ROADWAYS, DRAINAGE WAYS, AND SURFACE
WATERS. EXPOSED SOILS SHALL BE SPRAYED WITH
WATER UNTIL WET, BUT RUNOFF SHALL NOT BE
GENERATED BY SPRAYING. AT THE CONTRACTOR'S
OPTION A TACKIFIER MAY BE USED WITH APPROVAL
FROM THE ENGINEER AND DDES INSPECTOR.
RO p,0
Ex�s�`NG
R = 25' MIN.
INSTALL DRIVEWAY CULVERT IF THERE
IS A ROADSIDE DITCH PRESENT, AS
PER KING COUNTY ROAD STANDARDS
4"-8" QUARRY SPALLS
12" MIN. THICKNESS
A PORTION OF THE NE 114 OF SECTION 25, TOWNSHIP 21 N., RANGE 03 E., W. M.
AS PER KING COUNTY ROAD STANDARDS,
DRIVEWAYS SHALL BE PAVED TO THE EDGE
OF R-O-W PRIOR TO INSTALLATION OF THE
CONSTRUCTION ENTRANCE TO AVOID
DAMAGING OF THE ROADWAY
IT IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS:
00.
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN
ACCORDANCE WITH THE SPECIFICATION.
2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO
PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF
SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE
IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF WHEEL
WASHING. IF WHEEL WASHING IS USED, IT SHALL BE DONE ON AN AREA
COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT
TRAP OR POND.
3. ANY SEDIMENT THAT IS TRACED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY
BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR
STABILIZED ONSITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN
THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT
TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP
MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP
WHERE IT CAN BE CONTROLLED. WASH WATER MUST BE PUMPED BACK ONTO THE
SITE AND CAN NOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS.
4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE
ROADWAY SHALL BE REMOVED IMMEDIATELY.
CONSTRUCTION ENTRANCE DETAIL
SCALE: N.T.S.
SURFACE AREA DETERMINED
AT TOP OF WEIR -,-
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N
3.5'-5'
I 1.5' MIN.
P*I AT R(1TTOkA
NOTE: TRAP MAY BE FORMED BY BERM OR BY
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1' MIN.
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SEDIMENT TRAP DETAIL
SCALE: N. T. S.
DISCHARGE TO STABILIZED
CONVEYANCE, OUTLET OR
LEVEL SPREADER
JOINTS IN FILTER FABRIC SHALL BE SPLICED
AT POSTS. USE STAPLES, WIRE RINGS, OR
EQUIVALENT TO ATTACH FABRIC TO POSTS.
6' MAX.
U
POST SPACING MAY BE INCREASED
TO 8' IF WIRE BACKING IS USED
2"x2" BY 14 Ga. WIRE OR
EQUIVALENT, IF STANDARD -
STRENGTH FABRIC USED
FILTER FABRIC-
(0.02 PERMITTIVITY (MIN.))
MINIMUM 4"0" TRENCH I
BACKFILL TRENCH WITH
NATIVE SOIL
2"0" WOOD POSTS, STEEL FENCE
NOTE: FILTER FABRIC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT
INSTALLED ALONG CONTOUR WHENEVER POSSIBLE
SILT FENCE DETAIL
SOLID,
WALLS
FILTER MEDIA ,
FOR DEWATERING
SCALE: N.T.S.
Z_ CATCH BASIN GRATE
POROUS BOTTOM
NOTE: THIS DETAIL IS ONLY
SCHEMATIC. ANY INSERT IS
ALLOWED THAT HAS A MIN.
0.5 C.F. OF STORAGE, THE MEANS
TO DEWATER THE STORED
SEDIMENT, AN OVERFLOW, AND
CAN BE EASILY MAINTAINED.
CATCH BASIN INLET FILTER DETAIL
SCALE. N.T.S.
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PER FWRC 19.120,160
1. NO CLEARING SHALL BE ALLOWED ON A PROPOSED
DEVELOPMENT SITE UNTIL THE TREE RETENTION AND
LANDSCAPE PLANS HAVE BEEN APPROVED BY THE CITY OF
FEDERAL WAY.
2. A NO DISTURBANCE AREA SHALL BE ESTABLISHED FOR
EACH TREE TO BE PROTECTED. THE NO DISTURBANCE
ZONE SHALL BE EQUAL TO THE CRITICAL ROOT ZONE
WHICH IS DEFINED AS 12 INCHES RADIUS FOR EVERY
ONE INCH OF TREE DIAMETER MEASURED AT FOUR AND
ONE-HALF FEET ABOVE GROUND. ANY OTHER NO
DISTURBANCE AREA PROPOSED BY THE APPLICANT SHALL
BE DETERMINED BY QUALIFIED ARBORIST AND SUBJECT
TO REVIEW AND APPROVAL BY THE DIRECTOR.
3. THE NO DISTURBANCE ZONE SHALL BE IDENTIFIED
DURING THE CONSTRUCTION STAGE WITH:
3.1. A TEMPORARY FIVE-FOOT CHAIN -LINK FENCE, AND
3.2. TREE PROTECTION SIGNAGE ATTACHED TO THE
FENCE WHICH READS "TREE PROTECTION FENCE - NO
SOIL DISTURBANCE, PARKING, STORAGE, DUMPING,
OR BURNING OF MATERIALS IS ALLOWED WITHIN THE
TREE PROTECTION FENCE. "
4. NO SOIL DISTURBANCE, PARKING, STORAGE, DUMPING,
BURNING OF MATERIALS, IMPERVIOUS SURFACES, FILL,
EXCAVATION, OR STORAGE OF CONSTRUCTION
MATERIALS SHALL BE PERMITTED WITHIN THE NO
DISTURBANCE AREA.
5. IF THE GRADE LEVEL AROUND THE TREE IS TO BE RAISED
BY MORE THAN ONE FOOT, A ROCK WELL SHALL BE
CONSTRUCTED. THE INSIDE DIAMETER OF THE ROCK
WELL SHALL BE EQUAL TO THE DIAMETER OF THE TREE
TRUNK PLUS 10 FEET. PROPER DRAINAGE, AND
IRRIGATION IF NECESSARY, SHALL BE PROVIDED IN ALL
ROCK WELLS.
6. THE GRADE LEVEL SHALL NOT BE LOWERED WITHIN THE
LARGER OF THE DRIP LINE OF THE TREE(S) OR THE
CRITICAL ROOT ZONE OF THE TREE(S).
7. NO TRENCHING IS ALLOWED IN ANY CRITICAL TREE ROOT
ZONE AREAS.
8. NO INSTALLATION OF ANY IMPERVIOUS SURFACES IS
ALLOWED IN CRITICAL ROOT ZONES. WHERE ROAD OR
SIDEWALK SURFACES ARE NEEDED WITHIN CRITICAL
ROOT ZONES, UNMORTARED POROUS PAVERS OR
FLAGSTONE (RATHER THAN CONCRETE OR ASPHALT) MAY
BE USED. BOARDWALKS OR BRIDGING MAY SPAN ROOT
ZONES WITHOUT HARMING THE TREE ROOTS.
9. TREE PROTECTION AREAS (I. E., CRITICAL ROOT ZONE)
MUST BE PREPARED TO BETTER WITHSTAND THE
STRESSES OF THE CONSTRUCTION PHASE BY, IF
NECESSARY, FERTILIZING, PRUNING, AND MULCHING
AROUND THEM WELL IN ADVANCE OF BEGINNING ANY
CONSTRUCTION ACTIVITIES.
10. ALTERNATIVE PROTECTION METHODS MAYBE USED IF
ACCEPTED BY THE DIRECTOR TO PROVIDE EQUAL OR
GREATER TREE PROTECTION.
11. ENCROACHMENT INTO THE NO DISTURBANCE AREA MAY
BE ALLOWED WHERE THE DIRECTOR DETERMINES
ENCROACHMENT WOULD NOT BE DETRIMENTAL TO THE
HEALTH OF THE TREE.
1. THE ALLOWED TIME THAT A DISTURBED AREA MAY
REMAIN UNWORKED WITHOUT COVER MEASURES IS
REDUCED TO TWO CONSECUTIVE WORKING DAYS,
RATHER THAN SEVEN (SECTION D.3.2).
2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE
PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS
(SECTION D.3.2).
3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED
AREAS SHALL BE STOCKPILED ON SITE (SECTION D.3.2).
4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET
SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE
BEGINNING OF THE WET SEASON (SECTION D.3.2.5).
5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS
(SECTION D.3.2.1).
6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY
STAKES) PER ACRE OF DISTURBANCE MUST BE
STOCKPILED ON SITE (SECTION D.3.3.1).
7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION
ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS
UNDERLAIN BY COARSE -GRAINED SOIL (SECTION D.3.4.2)
8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE
DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN
FLOW (SECTION D.3.5).
9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO
OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED
DESIGN FLOW (SECTION D.3.6).
10. PHASING AND MORE CONSERVATIVE BMPs MUST BE
EVALUATED FOR CONSTRUCTION ACTIVITY NEAR
SURFACE WATERS (SECTION D.5.3).
11. ANY RUNOFF GENERATED BY DEWATERING MAY BE
REQUIRED TO DISCHARGE TO THE SANITARY SEWER
(WITH APPROPRIATE DISCHARGE AUTHORIZATION),
PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS.
12. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES
FROM MONTHLY TO WEEKLY (SECTION D.5.4).
PERMIT NO. 1 5-105750-00-EN
APPROVED
DATE
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JOB NUMBER
14-114
SHEET 5 OF 18
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CALL 48 HRS
BEFORE YOU DIG
1-800-424-5555
CITY PUBLIC WORKS DEPARTMENT
PRECONSTRUCTON/INSPECTION
NOTIFICATION
253-835-2700
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
FEDERAL WAY REVISED CODE (FWRC), APPLICABLE
ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF
PROJECT APPROVAL. THESE DOCUMENTS ARE
SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR
ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION
(WSDOT/APWA), THE KING COUNTY ROAD STANDARDS
(KCRS), AND THE KING COUNTY SURFACE WATER DESIGN
MANUAL (KCSWDM). IT SHALL BE THE SOLE
RESPONSIBILITY OF THE APPLICANT AND THE
PROFESSIONAL ENGINEER TO CORRECT ANY ERROR,
OMISSION, OR VARIATION FROM THE ABOVE
REQUIREMENTS FOUND IN THESE PLANS. ALL
CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR
LIABILITY TO THE CITY OF FEDERAL WAY.
2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN
REVIEWED ACCORDING TO THE FEDERAL WAY
ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY
HAVE BEEN OVERLOOKED OR MISSED BY THE CITY
ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM
ADOPTED STANDARDS IS NOT ALLOWED UNLESS
SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY,
PRIOR TO CONSTRUCTION.
3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE
PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY
OTHER CONSTRUCTION (I.E. DOMESTIC WATER
CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY,
ETC.)
4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY,
A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN
THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE
APPLICANT'S CONSTRUCTION REPRESENTATIVE.
5. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON
THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
6. CONSTRUCTION NOISE AND ACTIVITY (ON PRIVATE
PROPERTY) SHALL BE LIMITED AS PER FWRC (SECTION
19.105.040); NORMALLY THIS IS 7: 00 AM TO 8: 00 PM,
MONDAY THROUGH FRIDAY, AND 9: 00 AM TO 8: 00 PM ON
SATURDAYS.
7. CONSTRUCTION ACTIVITY WITHIN CITY RIGHT-OF-WAYS
SHALL BE LIMITED TO THE HOURS OF 8:30 AM TO 3: 00
PM.
8. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S
RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION
EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE
WORK WITHIN THE ROAD RIGHT-OF-WAY.
9. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT
ARE NOT SHOWN ON THIS APPROVED PLANS SHALL NOT
BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS
THAT MEET ALL CITY REQUIREMENTS AND THE
REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO
THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR
TO CONSTRUCTION.
10, VERTICAL DATUM SHALL BE KCAS OR NGVD-29
11. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE
WITHIN A RIGHT OF WAY OR APPROPRIATE DRAINAGE
EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY
SECTION. ALL GROUNDWATER SYSTEMS MUST BE
CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA
STANDARD SPECIFICATIONS.
12, ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE
BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED TO
95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR
LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL
BE BACKFILLED WITH CONTROL DENSITY FILL
(SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY
WASHINGTON AGGREGATES AND CONCRETE
ASSOCIATION. THE AGGREGATE WILL BE 3/8-INCH MINUS.
13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND
COMPACTED TO 95% DENSITY IN ACCORDANCE WITH
WSDOT2-06.3.
14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT
ALLOWED UNLESS SPECIFICALLY APPROVED BY THE
PUBLIC WORKS DIRECTOR AND NOTED ON THESE
APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN
ACCORDANCE WITH KCRS 8.03(b)3.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES,
PROTECTIVE EQUIPMENT, FLAGGERS, AND OTHER NEEDED
ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE
PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION
WITH THE PERFORMANCE OF WORK COVERED BY THE
CONTRACTOR. ANY WORK WITHIN THE TRAVELED
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC
FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH
LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE
WSDOT STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC
CONTROL, SHALL APPLY.
16, CONTRACTOR SHALL PROVIDE AND INSTALL AL
REGULATORY AND WARNING SIGNS PER THE LATEST
EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD).
17, ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE
AFTER PAVING ASPHALT WEARING COURSE.
18. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK
STABILIZATION AND EROSION ONLY. ROCKERIES SHALL
NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS.
ALL ROCKERIES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23.
ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR
CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL
SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR
STRUCTURAL ENGINEER LICENSED IN THE STATE OF
WASHINGTON.
1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED
TO THE CITY PRIOR TO, OR AT, THE PRECONSTRUCTION
MEETING.
2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A
PROPERLY PREPARED FOUNDATION IN ACCORDANCE
WITH WSDOT SPECIFICATIONS, THIS SHALL INCLUDE
LEVELING AND COMPACTING THE TRENCH BOTTOM, THE
TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE
BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE
PIPE IS SUPPORTED BY A UNIFORMLY DENSE
UNYIELDING BASE.
3. ALL PIPE IN THE ROW THAT IS IN EXCESS OF 18" IN
DIAMETER MUST BE PLAIN OR REINFORCED CONCRETE.
ADDITIONALLY, IF MORE THAN 1 00'OF NON CONCRETE
PIPE IS INSTALLED, THE PIPE MUST BE VIDEOED TO
VERIFY THE INTEGRITY OF THE COMPLETED SYSTEM. THE
CONTRACTOR SHALL PROVIDE A COPY OF THE VIDEO TO
THE CITY.
4. STORM PIPE WITHIN THE PUBLIC RIGHT OF WAY SHALL
HAVE A MINIMUM DIAMETER OF 12" (8" DIAMETER
DUCTILE IRON PIPE MAY BE PERMITTED ON CROSS
STREET LATERALS LESS THAN 66 FEET LONG, ONLY TO
AVOID UTILITY CONFLICT OR MEET SHALLOW GRADIENT
AS APPROVED BY THE PUBLIC WORKS DEPARTMENT.
5. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT
TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
6. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS
AND MANHOLES, NOT LOCATED WITHIN A TRAVELED
ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING
LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A
PERMANENT RETENTION/DETENTION FACILITY SHALL
HAVE SOLID LOCKING LIDS.
7. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE
RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO
PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF
DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS
SHALL HAVE BEVELED END SECTIONS TO MATCH THE
SIDE SLOPES.
S. ROCK FOR EROSION PROTECTION OF DITCHES,
CHANNELS AND SWALES, WHERE REQUIRED, MUST BE
OF SOUND QUARRY ROCK, PLACES TO A DEPTH OF ONE
FOOT AND MUST MEET THE FOLLOWING
SPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4"
ROCK/30%-40% PASSING; AND -2" ROCK/10%-20%
PASSING. INSTALLATION SHALL BE IN ACCORDANCE
WITH KCRS, OR AS AMENDED BY THE APPROVED PLANS.
RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT
BE USED.
9. LOTS NOT APPROVED FOR INFILTRATION SHALL BE
PROVIDED WITH DRAINAGE OUTLETS (STUB -OUTS)
SHALL CONFORM TO THE FOLLOWING:
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE
LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL
FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS,
DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE
OR SUB -SURFACE DRAINS NECESSARY TO RENDER THE
LOTS SUITABLE FOR THEIR INTENDED USE. EACH
OUTLET SHALL HAVE FREE -FLOWING, POSITIVE
DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE
SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A
FIVE-FOOT HIGH, 2X4 STAKE MARKED "STORM". 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 KCRS AND, IF NON
METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER
ACCEPTABLE DETECTION.
D. 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 STUB -OUT
CONVEYANCE LINES WITH THE RESPECT TO THE
UTILITIES (I. E. POWER, GAS, TELEPHONE, TELEVISION).
F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY
OWNED AND MAINTAINED BY THE LOT HOMEOWNER.
A PORTION OF THE NE 114 OF SECTION 25, TOWNSHIP 21 N., RANGE 03 E., W.M.
ID
TYPE
RIM
PIPE IE
II-54" FLOW CONTROL STRUCTURE -
12" IE 404.00 (IN-E)
OTYPE
C81
W/ DEBRIS CAGE
40900
.
12" IE 404.00 (OUT-W)
C82
TYPE II-48" - W/ SOLID LOCKING LID
410.20
12" IE 405.00 (IN-W)12"
IE 405.00 (OUT-N)
C83
TYPE I - W/ SOLID LOCKING LID
409.60
12" IE 406, 00 (IN-S)12"
IE 406, 00 (OUT-E)
12" IE 406.80 (IN-S)12"
C84
TYPE II-48" - W/ SOLID LOCKING LID
412.40
IE 406.80 (OUT-N)
12" IE 408.43 (OUT-N)
C85
TYPE I - W/ HERRINGBONE GRATE
411.50
6" IE 408.43 (IN-E)
--
-:
... .... ......
SW 356TH STREET �- � -
EX CB _._-
I0i' 405,83 53 LF, 12" N-12 STORM - _.-.___.. .. _.....� __-.._._..._....
EX 12" IE 402.03 (OUT-€ ) � LINE @ S= 3.7% (PUBLIC ROW)
NEW 12" IE 402.03 (IN-E) € . 11' RIGHT OF
EX 12 IE 402.03 (IN-S) �. 10 LF, 12" N-12 STORM WAY DEDICATION
REMOVE SOUTHERLY PIPE LINE @ S= 0%
e \ - . . . . . . . DETENTION POND
AND PLUG CATCH BASIN
•_, (SEE SHEET C8.0) .
- - - --- - _
_ SIB _
PIPE INLET -'
12" IE 404.00/� -/ .. li - fl 7' 412.58 TOP ��7- - -�-- -� _ - - -----
411
,410.48 TOE-
--r 1 S87023'01 "E 140.03'
409 408� - - 4134
_ _ - ry 407 - '-- �_•'
�; --- -
- 406- = � � 1 � 414.83 TOP
4
_71�410.83 TOE
TRACTA
A0� /ice` / r 403.50,�
410 00 I, / 9,973.09 SF
1� 40841
PIPE OUTLET
- _ -- -011
? 12 " IE 404.30
+�
�'.... 20 LF 12" N
. 12 STORM
F, .... gyp...... . _ ti- - - i / '-. LINE @ S= 3.5%
0,23
41 �
...........
409.16�
41
1.45 TOE
.r 409.50 - - S87023'01'E - 140.53_ 410.47
410.00 - f 415.48 TOP
- / 412.45 TOE
x 100 LF, 12" N-12 - I
EX FIRE STORM LINE (CU S= 1 % �� / B
4 1 j ; F I ' HYDRANT
80 �F, 12" N- 12 STORM STUB
N STORM LINE @ S= 1 % 6" I405- E 1 (MIN) ^ 415.35 TOP '
/
413.76 TOE
t �/ I � f
N \ i
I Ti��/r f f LOT
1 `/, , 10 008.38 SF
:r
, ` 5,,/ FF= 412.0 PROPOSED 1 TO 4 FOOT
II RETAINING WALL (SEE SHEETS
C8.0 AND CI1.0 FOR DETAILS)
S87°23'01 /
i
4 f o , 1 141.02 414.82 TOP
414.77 TOE
I ; uj �� ,; ' I STORM STUBz�', .• \ `p r"
i� I I 6" IE 406.8 (MIN) 1 ¢
N
j I i LOT 2\. IN ,f X �--
N .;;,
p - 10, 043.67 SF
L` FF=413.0 \ �t
S8702301 "E - - - - _ -81.67'
' _141.52, 7- i -'� ---- 111.50'
83.43
- 1,-;--- 30.02' T'I F. ---- I
f / 10' STORM / - �\ . r- -- J I -1-1.
_
1 p EASEMENT kl� i
i'
10' UTILITY I /
o/ I EASEMENT I IM I LOT 4
i
` 10 210.73 SF
10,
163 LF, 12" N-12 I I i i 13,612M SF INCLUDING IN I /
'STORM LINE @ S= 1 % : I _ , ACCESS EASEMENT I S
G I ^ ( ,
NEW SEWER PRESSURE ? LOT 414.00 414.00 FF= 414.8 I O
/ I j �' I I LOT 5 N
LINE, TO BE PERMITTED 1, 10 120.26 SF W "j
UNDER SEPARATE PERMIT ( '// :.' 7 I °
1 / 1p 12 679 37 SF INCLUDING I ✓>
ACCESS EASEMENT
: I FF= 413�0\ FF= 415.0
} 0 16' .
, /
STORM STUB 18' 1 STORM STUB
6" IE 410.2 (MIN) °o \ W
,6" IE 408.8 (MIN)
x;1 �} I SD CO 6" IE 410.1 \I M-
r r \\ \ 413.70 • SD CO I u STORM STUB I �+
" IE 409.1 413.26 J ;` �� 1 6" IE 410.8 (MIN) o -------
6 S�
a -_- 412.81 / 414.00 I I z
o,
414.00 C9.0
J
/` / ✓ J
414.99
f ,� -
i%` a :/ SD CO
r
F
I r
6" IE 410.6 \ \
14.00
- - \
111.50 _
11415.00
1.61'15
� - v
� , 411.75
- _---- -- ---
i
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V'
10' UTILITY _ ..__ ...._
' ( EASEMENT j f 218 LF, 6" PVC _-
. a % / STORM LATERALF7
.., o
P2727@ S- 1% 21' SHARED ACCESS & UTILITY
PERVIOUS ASPHALT EASEMENT FOR LOTS 4 AND 5
( I (SEE SHEET C9.0
II ,
t iFOR DETAILS
;.._
CL
101
(E'er
30 15 0 30 60
SCALE. 1 = 30'
NEW ASPHALT PAVEMENT
EX ASPHALT PAVEMENT
NEW CONCRETE
NEW OVERLAY ASPHALT PAVEMENT
NEW PERVIOUS PAVEMENT
NEW GRAVEL ACCESS
--400------
-----402---
__._ 200 -___. ........
-202 -
MAJOR CONTOUR
MINOR CONTOUR
EX MAJOR CONTOUR
EX MINOR CONTOUR
NEW STORM LINE
NEW STORM LATERAL
EX STORM LINE
NEW CHAIN LINK FENCE
NEW ROCKERY
NEW STORM CLEANOUT
PERMIT NO. 15-105750-00-EN
APPROVED
DATE
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JOB NUMBER
14-114
SHEET 6 OF 18
C6, 0
CALL 48 HRS
BEFORE YOU DIG
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CITY PUBLIC WORKS DEPARTMENT
PRECONSTRUCTON/INSPECTION
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NOTIFICATION
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253 835 2700
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406.89'.
START
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M
STA:1 +65.07 _
OFF: 27.00'L
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STA:1 +46.15
3 OFF: 0.00'
START OF ROAD IMPROVEMENTS
STREET OVERLAY TO MATCH SW
356TH STREET OVERLAY JOINT
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A PORTION OF THE NE 114 OF SECTION 25, TOWNSHIP 21 N., RANGE 03 E., W.M.
y, LSTA:2+11.62 - - L LV I r7 Ai VC
� OFF:27.00'L \ HALF STREET 1.5"
GRIND AND OVERLAY (PUBLIC ROW)
_ --. - - - ......................
--
I \ ! L
.--......
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CITY OF FEDERAL WAY STANDARD
! 1 I I NEW SEWER PRESSURE CROSS SECTION TYPE S (SEE SHEET
LINE, TO BE PERMITTED C10.0 FOR DETAILS)
UNDER SEPARATE PERMIT
� I )
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20 10 0 20 40
SCALE: 1" = 20'
{ I �
411.55
411.52 '-
r- 411.93 _6
_ __.��......_._-_.____
_411.26
411.43
.\ ; w.,r�..�"...
' ............ 411.83 --....
L 411.26 i-
\L411.42 ! I
1 411,27 I
END OF ROAD
IMPROVEMENTS
STA:5+11.35
OFF:0.00' I
..... ........ _
1
f
2+00 3+00 4+00 5+00 5+20
10, 10,
STORM UTILITY
EASEMENT EASEMENT
CL I I
60' RIGH -OF-WAY
I � I
I I I I
I36' PAVEMENT 4' PLANTER
PARKING y� 10' 10' PARKING 5' WALK 3'
I I
2% _ - 2%
LiT
SUBGRADE SLOPE 0.42' CSBC --/
0.02FT/FT 0.17CSTC
STREET SECTION
SCALE: NTS (REFERENCE: COFW DWG. NO. 3-2S)
- CONCRETE CURB
AND GUTTER
0.25' HMA CL 112" (PG 64-22)
OR MATCH EXISTING
THICKNESS, WHICH EVER IS
GREATER
UTILITY
STRIP (TYP.)
20TH AVE SW PROFILE
SCALE: HORIZ 1 "=20' VERT 1 "=5'
PERMIT NO. 15-105750-00-EN
APPROVED
DATE
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JOB NUMBER
14-114
SHEET 7 OF 18
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CITY PUBLIC WORKS DEPARTMENT
PRECONSTRUCTON/INSPECTION
NOTIFICATION
253-835-2700
A PORTION OF THE NE 114 OF SECTION 25, TOWNSHIP 21 N., RANGE 03 E., W. M.
20 10 0 20 40
SCALE: 1" = 20'
PROPOSED 6' TYPE 3 CHAIN LINK
FENCE WITH VINYL COATING (SEE
EX CB — EMERGENCY OVERFLOW SW 356TH STREET WSDOT STANDARD DETAILS ON
TOP 405.83 SPILLWAY SECTION B SHEET C15.0)
EX 12" IE 402,03 (OU7-W) \l (SEE DETAIL THIS SHEET) C8.0
(PUBLIC ROW)
NEW 12" IE 402.03 (IN-E) . \ 11' RIGHT OF
EX 12 IE 402.03 (IN-S)
n -- _
REMOVE SOUTHERLY PIPE � ' -• '' WAY DEDICATION
_ AND PLUG CATCH BASIN-
1 -
1
— — o 47
_.
li
.l. \ ^ PROPOSED 1 TO 4
y
FOOT RETAINING WALL
S87023'01'E 140.03' 1 ~
410 (SEE SHEET C-11.0)
---------406 '�,
— — _.
PIPE INLET — _.._ — 4 ._... -._. _ � k �
I ,! TRACT A
�, I i i r �• ... 9,973,09.SF
PROPOSED DRIVEWAY APPROACH a:• 3' I .. . . . • �'' , I
PER STANDARD DETAIL 3-6 Ir ' , �\ \ _ _ I II • �' ' A
(SEE SHEET C10.0)
h
I PROPOSED 16 ` w .
ACCESS GATE :. ;F .,, ... o MAX) — — — — — —
..... �'..' — — — -_ — -
- —
I............
...... ...... — --- SLx7WxIDROCK LINING
. — --
it
L—
20' I
• N SHALL
EXTEND OUTLET �RABOVEOCROWN OF
a�' ( , ^ I ` ......::::: ::. ........�..:.:_ / PIPE, SEE ROCK LINING NOTE
v I n3
•% SHEET
i� .
II �
T: PIPE OUTLET
I Q I I S87023'01 "E 140.53'
j O •I�'b �� t X! I 12' GRAVEL MAINTENANCE LIJT ,
ACCESS ROAD
PAVE FIRST 20' (MIN.) OF -%
MAINTENANCE ACCESS ROAD / i _ 1
FROM BACK OF SIDEWALK WITH
j i I `�` ; `.• a ' f 3" (COMPACTED DEPTH) AC (HMA)
FLOW CONTROL STRUCTURE
(SEE CITY OF FEDERAL WAY
STANDARD DETAIL 4-14 ON
SHEET C14. 0) OVERFLOW IE: 409, 00
12" DIA. RISER 4" RESTRICTOR ELBOW W/
OUTLET STRUCTURE
(1)-1.25" ORIFICE
I.E. 407.75 (SEE STANDARD
DETAIL 4-14 ON SHEET C14.0)
12'
MIN.
I
OUTLET IE: 404.00 �, INLET IE: 404.00
rr
1
RESTRICTOR PLATE W/
(1)- 0.62" ORIFICE
POND CONTROL STRUCTURE DETAIL
60+00 61 +00 62+00 62+40
STORM POND SECTION A VIEW
SCALE: HORIZ 1 "=20' VERT 1 "=5'
SCALE: NTS
W
w
41
E,
39
11' ROW
DEDICATION
12' GRAVEL ACCESS ROAD
�r SLOPE CIE 1�
VARIES
:.....1 I h
CRUSHED iR=USHED i SURFACING
FACIiN-G-
.._ 2. -
TOP COURSE (CSTC)
4" CRUSHED SURFACING
BASE COURSE (CSBC)
TYPICAL POND MAINTENANCE ROAD SECTION
SCALE: NTS
TOP OF EMERGENCY SPILLWAY
ELEV = 410.00 <
EMERGENCY SPILLWAY
ELEV = 409.50
POND OVERFLOW ELEV = 409.00
EMERGENCY
OVERFLOW
ELEVATION
1 1
6' MIN.
SECTION VIEW
1' ROCK
LINING
EMERGENCY OVERFLOW SPILLWAY DETAIL
SCALE: NTS
71,12'
TRACT A
12' GRAVEL
MAINTENANCE T O EXI:S'TING
W 5 ACCESS ROAD I W GRADE t
2'_
IT ----------- — — — — — —
—s --
k
O M I / I TOP OF POND 12' — — ELEV=',410.00 0.5'
I
2 YEAR LIVE STORAGE
ELEV = 409,00 PROPOSED
N }� GRADE
"vX ti
PROPOSED 6' TYPE 3 CHAIN
LINK FENCE WITH VINYL
COATING (3' IN PROPERTY)
(:73
Q rP7 0 1.0
V.
Il I
L PROPOSED 6' TYPE 3 CHAIN
LINK FENCE WITH VINYL
COATING (6" IN PROPERTY) --
BOTTOM OF LIVE STORAGE
ELEV = 404.00
BOTTOM OF POND
ELEV = 403.50
�9 N U) <g N
M O M
I NO
81 +00 82+00
STORM POND SECTION B VIEW
SCALE: HORIZ 1 "=20' VERT 1 "=5'
ROCK LINING SHALL BE QUARRY SPALLS WITH GRADATION AS - POND BOTTOM AND INTERIOR SIDE SLOPES SHALL BE
FOLLOWS: SODDED OR SEEDED
PASSING 8-INCH SQUARE SIEVE: 100%
PASSING 3-INCH SQUARE SIEVE: 40 TO 60 % (MAX.) -REMAINDER OF POND TRACT TO BE LANDSCAPED ANDMULCHED OR PLANTED WITH GRASS. (SEE LANDSCAPE
PASSING 314-INCH SQUARE SIEVE: 0 TO 10 % (MAX.) I I PLAN FOR DETAILS)
PERMIT NO. 15-105750-00—EN
APPROVED
DATE
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JOB NUMBER
14-114
SHEET 8 OF 18
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SOURCE: 2015 POROUS PAVEMENT UNIFIED SPEC. COMMITTEE;
PROPOSED FINAL SPECIAL PROVISION POROUS HOT MIX ASPHALT
POROUS HOT MIX ASPHALT
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 MAY BE 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.
THE FIBERS SHALL BE UNIFORMLY DISTRIBUTED PRIOR TO
THE INJECTION 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 f0.5% 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 25% 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
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 275-300° 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:
A PORTION OF THE NE 114 OF SECTION 25, TOWNSHIP 21 N., RANGE 03 E., W.M.
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
1-1/2" 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
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 " 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.
4" POROUS CL-112" HMA
WITH KEVLAR FIBERS
(PG 70-22 POLYMER MODIFIED)
2" CHOKER COURSE
(SEE NOTES)
6" AGGREGATE DISCHARGE
SUBBASE (ADS) (SEE NOTES)
MINIMUM
AGGREGATE
DISCHARGE
SUBBASE
tl
THICKNESS
ko
NON -WOVEN GEOTEXTILE ALONG
BOTTOM & SIDES PER WSDOT
SECTION 9-33.2(1) TABLE 3
- EXISTING
NON -COMPACTED
SCARIFIED SUBGRADE
AGGREGATE DISCHARGE
SUBBASE MEETING THE
CHARACTERISTICS
BELOW SHALL BE
UTILIZED IN AREAS OF
FILL (SEE NOTES)
PERVIOUS PAVEMENT SECTION (TYP)
SCALE: N. T. S.
AGGREGATE
DISCHARGE
SUBBASE (ADS)
2" CHOKER
COURSE
6" AGGREGATE
DISCHARGE SUBBASE
(ADS)
NON -WOVEN
GEOTEXTILE LINER
ALONG BOTTOM & SIDES
EXISTING
NON -COMPACTED
SCARIFIED
SUBGRADE
PERVIOUS
ASPHALT (TYP)
- INCREASE ADS DEPTH TO
CREATE RESERVOIR AT
POINT OF OVERFLOW
PERVIOUS ASPHALT RESERVOIR DETAIL
C9 / SCALE: N.T. S
CHECK DAM,
IMPERMEABLE
MATERIAL (CDF
OR EQUAL)
NON -WOVEN
GEOTEXTILE
LONGITUDINAL
SLOPE (TYP.)
(10% MAX)
EXISTING,
COMPACTED
SUBGRADE
PERMEABLE
PAVEMENT
AGGREGATE
DISCHARGE
SUBBASE (ADS)
- . -- --
.......... Ie ............ ..............
W
L� EXISTING
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)
PERMIT NO. 15-105750-00-EN
APPROVED
DATE
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JOB NUMBER
14-114
SHEET 9 OF 18
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A PORTION OF THE NE 114 OF SECTION 25, TOWNSHIP 21 N., RANGE 03 E., W.M.
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CROSS SECTION TYPE S
2 LANES
+ PARKING
3' 5' 49* 8' 10' 10' 8' 4' S' 131
Utll. Q o Parking Parking 0 Q Util.
Strip f ' { Strip
a z n
MINIMUM PAVEMENT SECTIONS
MINOR COLLECTOR LOCAL
0.25' HMA CL )�", PG 64-22 0.25' HMA CL X", PG 64-22
0.17' CSTC 0.17' CSTC
0.50' CSBC 0.42' CSBC
NOTES:
* PLANTER STRIP DIMENSION IS MEASURED FROM THE SIDEWALK TO THE FACE OF CURB.
REV:
cmvop nnn PUBLIC COLLECTOR/LOCAL DWG. No.
OM0 fWORKS .3. -2S
2" MIN. URB AND GUTTER
�1
.4
PATCH - MIN. 3" CLASS B ACP
(OR MATCH EXISITING). MIN. 2"' CSTC
XISTING PVMT.
CEMENT CONCRETE CURB & GUTTER REPLACEMENTI
NOTES:
1. EXISTING CURB REPLACEMENT WILL REQUIRE REMOVAL
OF ASPHALT A MINIMUM OF 12" FROM FACE OF GUTTER.
*TOP OF UP AT DRIVEWAYS
ANCHORAGE MAY BE VIA—�/
EPDXY, MORTAR, OR REBAR
EXTRUDED ASPHALT OR CEMENT CONCRETE CURB
IN PRIVATE PARKING AREAS ONLY
1 /2" 5" 2
*TOP OF UP AT DRIVEWAYS
* ip
VARIES
ANCHORAGE SHALL BE VIA EPDXY OR
MORTAR. REBAR SHALL NOT B
APPROVED FOR USE IN RICHT OF WAY.
EXTRUDED CEMENT CONCRETE CURB
FOR USE IN PUBLIC RIGHT OF WAY
PUBLIC CURB AND GUTTER REPLACEMENT DWG. NO.
WORKS AND EXTRUDED CURB 3-4A
NOTES:
a----
1. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT a
f .PLANTING STRIP.'.'.'.`.'.'.".'.'.'
MATERIAL SHALL BE PLACED FULL DEPTH AROUND HYDRANTS, POLES,
'
POSTS, AND UTILITY CASTINGS. SEE DETAIL AT RIGHT. m o
Of
2. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT
I I I I I I
I I I I I I /•
MATERIAL SHALL BE PLACED IN THE UPPER 2 INCHES OF CURBS AND
/
SIDEWALKS AT 10 FOOT INTERVALS AND AT SIDES OF DRAINAGE
INLETS. (JOINT MATERIAL OF 2Yz` DEPTH MAY BE USED IN LIEU OF 2"
DEPTH).
3, EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO
- - - - - EXPANSION JOINT /
/
MATCH THE JOINTS IN THE CURB AND GUTTER, WHETHER THE
SEE NOTES AT LEFT
SIDEWALK IS ADJACENT TO THE CURB OR SEPARATED BY A PLANTER
.......:............... 1 /4' DEPTH "V" GROOVE 1
STRIP.
/
® MAX. 5' C-C ,
4. TOOL MARKS, CONSISTING OF 1-INCH 'V'-GROOVES SHALL BE 1 C'-
MADE IN THE SIDEWALK AT 5 FOOT INTERVALS, INTERMEDIATE TO THE
`
..,'
EXPANSION JOINTS.
FULL -DEPTH EXPANSION
SIDEWALK JOINT, .ONE FOOT ................................ ....
5. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT
{- _. •. AROUND VALVES,
MATERIAL SHALL BE PLACED FULL -DEPTH BETWEEN THE CURB AND f
}.� _ J_._ HYDRANTS, POLES, ETC.
ADJACENT SIDEWALK.QRBGIIIT[_
;
6. EXPANSION JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS SEE
NOTE 1
OF ASTM D994 (AASHTO M33).
- - - - -
n EXPANSION JOINT I
7. MONOLITHIC POURS OF CURB AND SIDEWALK ARE NOT ALLOWED.
A I A
2" CST................................I
SECTION A -A
GROOMED FINISH (TYP.)
BROOMED FINISH (TYP.)
3" WIDE, SMOOTH
3" WIDE, SMOOTH
TROWELED PERIMETER (TYP)
TROWELED PERIMETER (TYP)
CONCRETE CURB AND GUTTER
CEMENT CONCRETE
1 /4" 'V'-GROO CURB AND GUTTER
\ SEE CFTY STANDARD
�\ DETAIL DWG. 3-4
FULL -DEPTH EXPANSION JOINT
BETWEEN SIDEWALK AND
CURB G UTTER
SEE NOTED 5
1/4" 'V'-GROOVE
SIDEWALK
EXPANSION JOINT IN BOTH
EXPANSION JOINT IN BOTH ADJACENT
CURB AND SIDEWALK
SEE NOTE
— CURB AND SIDEWALK TO CURB
-3
SEE NOTE 3.
SIDEWALK AND
PLANTER STRIP
FEB 2011
arf w PUBLIC AND CURB
ftdWBd Wi RY WORKS SIDAND SIDEWALK F NISHNTS DWG. No.
3-3
(SEE
EXPANSION JOINT
RIGHT-OF-WAY LINE 5• MINIMUM CLEARANCE BETWEEN EDGE OF DRIVEWAY AND
pP� STREETLIGHTS AND OTHER UTILITIES.
v1�6
e
CURB TM
CURB TAPER ' . .
J�
6
SIDEWALK
PLANTING STRIP, IF ANY.
SEE CURB DETAIL DRAWING 3-4
(SEE NOTE 6)
RIGHT-OF-WAY LINE -SAWCUT LINE FOR NEW OR REPLACEMENT DRIVEWAYS IN
EXISTING CURB/GUTTER SECTIONS.
VARIES MATCH SIDEWALK VARIES 1
WIDTH
2%
NOTES:
MATCH EXISTING 1. REFER TO CITY STANDARD DETAIL DRAWING 3-6A FOR COMMERCIAL,
DRIVEWAY GRADE INDUSTRIAL, OR MULTI -FAMILY USE DRIVEWAYS.
2' CSTC for RESIDENTIAL 2. SEE SEC. 3..2.13 AND CURB DETAIL DRAWING 3-4.
4' CSTC for COMMERCIAL CEMENT CONCRETE DRIVEWAY 6' THICK
3. CEMENT CONCRETE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED
WITH CEMENT CONC. CLASS 4000 WITH 4% TO 6% AIR ENTRAINMENT.
SECTION A -A 4. FULL DEPTH EXPANSION JOINT IF DRIVEWAY WIDTH IS 15' OR GREATER.
5. REFER TO SECTION 3.2.13 FOR DRIVEWAY SPACING.
6' LENGTH OF RAMP SHALL VARY AS NEEDED TO MEET ADA SLOPE
REV. FEBRUARY 2014 REQUIREMENTS.
aff FBI 0 WORKS RESIDENTIAL CURB AND GUTTER SECTION DRIVEWAY D36
1 1/2"R
(TYP)
2 3/4'R
(TYI/ _............... .... ......_....� ... ....... ..........
r 3" R ............................................. .........W.......... .-.--._-._------
{
14
OYP)—
............................... ...... .. _ .. .... __.._._ .
12"� -�.1
7�' OR
SECTION ELEVATION
ISOMETRIC
TYPE 'C' BLOCK TRAFFIC CURB
TO CONFORM TO CROWN
SLOPE OR 0.02 FT./Fr.
MOUNTABLE CEMENT CONCRETE CURB
6' EXPANSION JOINT
5'
7n
* 0.02 Fr./FT.
0.05 FT./F7, 2
{.
n
`' sI CEMENT CONCRETE
SIDEWALK
2' CRUSHED SURFACING
TOP COURSE (CSTC)
NOTE: TOP OF LIP AT DRIVEWAYS.
NEW CEMENT CONCRETE CURB & GUTTER
R = 1 /2"
NOTES: !w�
1. SEE DWG. 3-3 FOR JOINT REQUIREMENTS. PAVEMENT
2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION.
3. TO BE USED ONLY AS APPROVED BY THE PUBLIC WORKS DEPT. ~':•
TOP OF CURB ,
AT APPROACH
7 3/4"
CEMENT CONCRETE BARRIER CURB REV.FEB 2011
cmyw PUBLIC
WORKS CURB DETAILS 3-4
ACCEPTABLE
RAMP LOCATIONS
FOR RETROFIT OR ALTERATION
FOR NEW CONSTRUCTION
OR STANDARD RECONSTRUCTION
REV. 4/11/08
RAMPS
CROSSWAL
RAMP LOCATIONS
FOR NEW CONSTRUCTION
OR STANDARD RECONSTRUCTION
NOTES:
1. CATCH BASIN AND INLETS SHALL BE OUTSIDE THE CURB RAMP
(24" MIN. CLEARANCE FROM RAMP).
2. CARE SHALL BE TAKEN TO KEEP THE RAMP FROM CONFLICTING WITH
HYDRANTS, POLES, INLETS, AND OTHER UTILITIES.
3. CONSTRUCT RAMP IN ACCORDANCE WITH STANDARD DRAWING 3-10
OR 3-11.
4. CROSSWALKS ARE NOT ALWAYS MARKED.
5. WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET, RAMPS
SFW1_ BE CONSTRUCTED AT CORRESPONDING LOCATIONS ON
OPPOSITE SIDE OF STREET.
C��cwvw PUBLIC DWG. NO.
ft ° 8MI]I WEE WORKS CURB RAMP LOCATIONS 3-9
PERMIT NO. 15-105750-00-EN
APPROVED
DATE
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SEE cues DEraLJ 2" CSTC` 1 `-4' TWK CEMENT CONCRETE SIDEWALK
ORAWN0 3-4 SECTION A -A.
NOTES:
1. RAMP AND APPROACHES SHALL BE CLEAR OF OBSTACLES
INCL. HYDRANTS, POLES, AND INLETS.
2. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR
RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED
BY ENGINEER.
3. WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF THE
STREET, RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING
SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREET,.
SEE DWG. NO, 3-9.
4. ON ARTERIAL STREETS, IN GENERAL CASE, CURB RAMPS
SHALL BE CONSTRUCTED TWO PER RADIUS, IN OR
PREFERABLY ADJACENT TO THE MAIN PEDESTRIAN PATHS.
5, ON RESIDENTIAL STREETS OR WHERE UTILITIES ARE IN CONFLICT
OR STREET .GRADE EXCEEDS4.0% CURB RAMPS. MAY BE
CONSTRUCTED ONE PER RADIUS, AT MIDPOINT :OFCURB
RETURN -OR AT MAIN PEDESTRIAN PATH.:
DETECTABLE WARNING A
PATTERN AREA SHALL BE
YELLOW, IN COMPLIANCE WITH
WSDOT STD. SPEC, 8-14.3(3),
A� e
MIN. MAX.
A 1 5 8" 2 3 8 PLAN
B 5 8" 1 1/2"
C 7/16" 3 4" O II�C.
D 7 8" 1 7 16 I I
ELEVATION
DETECTABLE WARNING PATTERN DETAIL
PUBLIC DWG. NO.
WORKS CURE RAMP IN VERTICAL CURB 3-11
CANVAS WEB OFF
RUBBER TREE TIE
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2' MIN 1-1/2" X 8',-0' REBAR
TREE STAKE (2 TYP)
O 1'-0"
MIN. 4" PERF. PIPE, FILLED
M FINISH GRADE � WITH DRAIN ROCK
� 1 WOOD CHIP MUCH
cv �i--_ SIDEWALK
o y
ROOT BARRIER----,
(TYP., BOTH SIDES)
BACKFILL WITH CLEANg,� r �-
NATIVE SOIL 1'-6" MIN.
REMOVE BURLAP FROM NOT TO SCALE
TOP 1 3 OF ROOT BALL
NOTES` ADD 3' WATERING RING
MIN. 2X ROOT BALL IRM NATIVE SOIL
PLANTING:
1. Dig hole 2-3 times the width of the root ball and as deep as the root ball. Do not
make hole deeper than root ball.
2. Remove containers, biodegradable pots, synthetic or treated burlap, wire, twine, or
ropes. Leave natural burlap in place and fold back. Loosen the roots and spread or cut
circling roots.
3. Place trap of root ball even with or slightly higher than soil grade on firm soil. Do
not add soil amendments or gravel unless approved by Public Works Director.
4. Install 4N 24" perforated drain pipe; fill with drain rock. Pipe shall not extend more
than 1/2" above finish grade.
5. Back fill with clean native soil. Firm soil around the root ball; water slowly and
thoroughly.
6. Mulch around tree with 2-4" wood -chip mulch. Do not place mulch next to trunk.
ROOT BARRIER:
1. Root barrier shall be rigid High Impact Polypropylene treated with UV inhibitors,
minimum 18" height, with 1/2" raised vertical ribs 6" on center, or approved equal.
2. Install root barrier in continuous 24' strip, centered on tree, next to sidewalk and
curb according to manufacturer's directions. Exposed edge shall not extend more than
1/2" above finished grade.
STAKING:
1. Use 2, 1-1/2" by 8'-0" rebar tree stakes. Da not drive stake through root ball.
2. Attach tree to stake with canvas web belting or rubber, using a figure-8 formation.
TAGS:
1. Remove tags after inspection.
JULY 2014
w PUBUIC STREET TREE PLANTING DWG. NO.
�� �md WORKS IN PLANTER STRIP 3-29
i VARIES
I' SIDEWALK 3/8" EXPANSION
?� JOINT - 1/2" RADIUS
2%
c 4" CC[O-NC d--
} d O d
FOR CURB & GUTTER
2" CRUSHED SURFACING TOP COURSE USE DETAIL 3-4
VARIES Ty PLANTER STRIP
SIDEWALK T AS REQUIRED
2- CRUSHED SURFACING TOP COURSE USE DETAIL 3-4
NOTES:
1.
FOR
JOINTS AND SCORING,
SEE FEDERAL WAY STANDARD FOR SIDEWALK SPACING, EXPANSION JOINTS,
AND
SCORE MARKS.
2.
SEE
DETAILS 3-6, 3-6A, &
3-7 FOR MINIMUM DEPTH OF CONCRETE THROUGH DRIVEWAY SECTIONS..
3.
WHEN
CHECKED WITH A 10
FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1 /8 INCH
AND
ALIGNMENT SHALL NOT
VARY MORE THAN 1 /4 INCH.
4.
CONCRETE
SHALL BE CLASS
3000, WSDOT SPEC. 8-14.
REV. MAR 2011
cmvw PUBLIC
°@MI]I VUCW WORKS SIDEWALK SECTION D3-12
FIRE HYDRANT OR
unLm POLE
30 TYP
51 MIN
I +- + L +
LUNNNRE -
10' MIN.
�MIN,.�.I..y ,r}. PLMRI^STRIP-
NOTES:
1. IF PLANTING STRIPS ARE APPROVED:
A. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT
SIDEWALK TRAFFIC.
2. ON BUS ROUTES, PLANS SHALL BE COORDINATED WITH METRO
SERVICE PLANNING (206.684.1622), AND/OR PIERCE TRANSIT.
3. SEE SEC. 3.5.1.
4. TREE SHALL BE LOCATED 24' FROM FACE OF CURB
REV. MAR 2011
0
SIDEWALK NEXT TO. VERTICAL CURB
SO NN - - -
VERTICAL CURB LINE
AT. INTERSECTION
PUBLIC DWG. NO.
Fadag Uu�� �(�1j�/� WORKS STREET TREE LAYOUT STANDARDS 3-33
N.D.C.B.U. UNIT - "
--
EXPANSION
JOINT -
CONCRETE
FRONT
CHAIN LINK FENCE4
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12' MIN. THICKNESS OF
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GRAVEL BACKFILL FOR DRAINS 2
-a
0.02 Ft. FT.
PERFORATED
`
PIPE 6" MIN, /
KEYWAY
FILTER FABRIC
PAY LIMITS
EXCAVATION :ONLY
NOTES:
1,
SEE SEC. 3.8.9
2.
SEE WSDOT/APWA 9-03.12[4]
3.
IF ROCKERY OR RETAINING WALL IS BEHIND ROLLED CURB
OR ON A RURAL SECTION, FACE OF ROCKERY OR RETAINING
WALL MUST BE A MIN. OF 10' FROM TRAVELED WAY.
4.
CHAIN LINK FENCE, TYPE NO. 4 OR 6 (WSDOT/APWA STANDARD),
REQUIRED WHEN ROCKERY HEIGHT IS THREE FEET OR GREATER.
5.
ROCKERIES SHALL NOT BE USED AS RETAINING WALLS
REQUIRED WHEN ROCKERY HEIGHT IS THREE FEET OR GREATER.
JULY 2014
o
cuff2OF PUBLIC
ffag W&W WORKS ROCK FACING, CUT SECTION 3-2
ANCHOR BOLT PATTERN
PER N.D.C. B.U.
PEDESTAL TEMPLATE
EXPANSION JOINT
SIDEWALK
N.D.C.B.U.
PLANTER STRIP
T V-6"
ROADWAY
PLAN
TYPICAL INSTALLATION - NEW SUBDIVISION
OR EXISTING ROADWAY WITH 'PLANTER STRIP
2'-7" 5-0"
MIN. CLEAR WIDTH
- - - N,D.C.B.U. UNIT
U_
O
6' PLANTER STRIP y
WIDTH VARIES m
4 ¢e
CURB 4 y
CONCRETE BASE I° I
SIDE
ADD SIDEWALK TO PROVIDE
MIN. 5' CLEARANCE
AROUND N.D.C.B.U. --\
SION JOINT
.4
J
EX. SIDEWALK N.D.C.B.U.
ROADWAY
PLAN
TYPICAL INSTALLATION - EXISTING
SIDEWALK - NO PLANTER STRIP
NOTES:
1. FOR NEW SUBDNIISION INSTALLATIONS, THE MAILBOX LOCATION(S) SHALL BE SHOWN
ON THE PLANS, AND THE LOCATION(S) SHALL BE APPROVED BY THE GOVERNING
POSTMASTER.
2. FOR INSTALLATIONS IN AN EXISTING SIDEWALK, INSTALLATION OF ADDITIONAL
CONCRETE SIDEWALK MAY BE REQUIRED TO PROVIDE FOR THE 5' MINIMUM CLEARANCE
AROUND THE MAILBOX.
3. SEE STANDARD DETAIL DRAWING 3-3 FOR JOINT REQUIREMENTS.
JULY 2014
auver NEIGHBORHOOD DELIVERY AND DWG. NO.
PUBLIC C[Pc� WORKS COLLECTION BOX UNIT (N.D.C.B.U.) 3-34
MAILBOX INSTALLATION
PERMIT NO. 15-105750-00-EN
APPROVED
DATE
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SHEET 11OF 18
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A PORTION OF THE NE 114 OF SECTION 25, TOWNSHIP 21 N., RANGE 03 E., W.M.
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SEAL JOINT
WITH PAVING
ASPHALT
RING OR FRAME
1'-6"
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SEAL JOINT
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14
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RISERS ALLOWED (TYP.)
7 4
BELOW ADJUSTMENT
I.EXISTING
RINGS OR RISERS.
SEE NOTE 2.
CS OR MANHOLE
SECTION THROUGH STRUCTURE
N-TS
1) THE EXISTING STRUCTURE SHALL BE RAISED OR LOWERED TO THE REQUIRED ELEVATION USING
CONCRETE BLOCKS, BRICK, AND/OR CONCRETE RINGS. EACH JOINT SHALL BE GROUTED USING A Y4
INCH LAYER OF NON -SHRINK MORTAR, PLASTERED SMOOTH INSIDE AND OUT. COVERS SHALL BE
SEATED ON A UNIFORM LAYER OF GROUT TO PREVENT ROCKING.
2) IF RISERS OR GRADE RINGS ARE LESS THAN 2" THICK, THEN THE DIG -OUT LIMITS (AND HMA DEPTH)
SHALL BE EXTENDED TO 2" BELOW THE NEXT RING OR RISER THAT IS GREATER THAN 2" THICK.
3) HMA SHALL BE MECHANICALLY COMPACTED IN 3" MAXIMUM LIFTS.
4) SEE DETAIL 3-36 FOR ADJUSTMENT OF SURVEY MONUMENT CASTINGS.
c PUBLIC DWG. No.
@Md Wft WORKS UTILITY ADJUSTMENT 3-55
D g D
1 1/8' TYP.BAR
j � L
7/8' TYP. SLOT
.SEE
DETAL
ao
r_y SJWItMOJ ON J1111�4_ILl I.Kmm OL
TOP VIEW
23 3/4'
i I I 1
R-7 Y 4" 1 3/ " t
78" :34'
23 1/2-
SIDE VIEW
_j l.5r0°
SLOT DETAIL
SEE NOTE 1
7 1/4" FOR MACHINING
CLEARANCE
THIS BAR i' THICK
(TYP. 4PLACES)
BARS 1 5/8' THICK
THIS AREA
BARS 3/8" THICK..
THIS AREA
LEVELING PADS
8 - 3/4' X 1 314' X 1/8"
BOTTOM VIEW
17 3/4" '\
N N
1 3/4'
17 1/2"
END VIEW
NOTES:
1. SLOT FORMED AND RECESSED FOR 5/8'-11 INC X 2" SOCKET
HEAD (ALLEN HEAD) CAP SCREW.
2. GRATE SHALL BE CAST IRON PER ASTM A48 CLASS 30 UNLESS
OTHERWISE SPECIFEEO.
JULY
CRT or PUBLICSTANDARD HERRINGBONE GRATE DWG. No.
° P WORKS (NOT FOR USE IN PUBLIC ROADWAYS) 4-5
k
� 3+
9
6
1 #3 BAR HOOP
2#3 BAR HOOPS
#3 BAR EACH CORNER
#3 BAR EACH SIDE
FRAME AND GRATE
6' RISER SECTION
12" RISER SECTION
26
I n I
PRECAST ME SECTION
(MEASUREMENTAT THE TOP
OF THE ME)
I I
/
4 I
v #3 BAR EACH WAY
NOTES:
1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM
C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON
PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS.
2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE
FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES
PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL
COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC
SHALL NOT BE PLACED IN KNOCKOUTS.
3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE
CLASS 4-000.
4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR
KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY
PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT
BE GROUTED IF WALL IS LEFT INTACT.
5. KNOCKOUT OR CUTOUT HOLE SIZE 1S EQUAL TO PIPE OUTER
DIAM. PLUS CATCH BASIN WALL THICKNESS.
6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX.
DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE.
7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE
PIPE INVERT IS 5'-0",
B. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION
AND RISER SECTION SHALL NOT EXCEED 1/2"/FT.
9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE
WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH
REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D.
MATING SURFACES SHALL BE FINISHED TO ASSURE
NON -ROCKING FIT WITH ANY COVER POSITION.
10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN
OR CAST INTO RISER.
11. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM
VERTICAL EDGE OF CATCH BASIN WALL.
JULY 2014
ftd@Mc � WORKS CATCH BASIN TYPE 1 oW4G1 0.
234'
A
b/4"
TYP.
NOTES:
1. USE WITH FRAME DRILLED AND TAPPED FOR
LOCKING BOLTS.
2. USE WITH TWO LOCKING BOLTS 5/8--11 NC STAINLESS STEEL
TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) CAP SCREWS,
2" LONG.
3. MATERIAL IS CAST IRON PER ASTM A48 CLASS 30.
N
4 HONPRIVATE THE WORDS
OF FEDERAL WAY' TO BE OMITTED IF COVER
W
3f4' 434'
FINISH DIM. ON
SECTION A -A LEVELING PAD.
2 3 8" 2" 2 3/8" 15/8'
II A
11 R-3/4•
SEE NOTE 2Q=L WAY
-f 2" LETTERS RECESSED
T BE FLUSH. SEE NOTE 4
- LEVELING PAD3%4 X 1 3/4'
PLAN COVER
L/2. N
TYR
REV NAAR 2011
�tlFa®9'F�,�,�, PUBUC DWG. IN
BE
tt
OIC` WORKS SOLID RECTANGULAR COVER 4-7
TOP SLAB 701� HANDHOLDS
m
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Se DIAM.-
,
a z 60" DIAM.-
72' DIAM.-
MO AR
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N 96" DY1M:
�`.
`%.
III
s""
MIN.
SEPARATE CAST IN PLACE
'FFOR SEPARATE PRECAST �EARATE
CAST-N-PLACE
ONLY
REINFORCING STEEL (FOR SEPARATE BASES ONLY)
0.23 50. IN./FT. IN EACH DIRECTION FOR 48' OLAM.
OA9 SO. IN./FT. IN EACH DIRECTION FOR 54• DLAM.
0.25 SQ. N./FT.. IN EACH DIRECTION FOR 80' DLAM,
0.35 S0. IN./FT. IN EACH DIRECTION FOR 72" 0.39 SO. IN.fFT. IN EACH DIRECTION FOR 96' DIAMOWd..
-0' RING
NOTES:
1.
CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM
C478 (AASHTO M199) AND ASTM C890 UNLESS OTHERWISE SHOWN ON
FRAME & GRATE
PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS.
2.
HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE Y MIN. CLEARANCE.
STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. SEE DWG.
NO. 2-006, CATCH BASIN DETAILS. HANDHOLDS SHALL BE PLACED
IN ALTERNATING GRADE RINGS OR LEVELING BRICK COURSE WITH A
MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND; TOP OF THE
ADJUSTMENT SECTK)N
MANHOLE.
(LEVELING BRICKS OR GRADE 3.
OPTIONAL).
ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000.
RINGS
ALL PRECAST CONCRETE SHALL BE CLASS 4000.
4.
PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR
KNOCKOUTS. KNOCKOUTS SHALL HAVE WALL THICKNESS OF 2"
MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF
m
WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN
FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE
SWPS20R LADDER. ORIENT
ENGINEER.
INLET 5o STEPS WILL
CLEAR 5.
NEAR PIPES. SEE Owc.
KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER
N0. 4-4.
DIAM. PLUS CATCH BASIN WALL THICKNESS. MAX. HOLE
SIZE SHALL 8E 36" FOR 48" CATCH BASIN, 42" FOR 54" C.B.,
48" FOR SO" C.B., 60" FOR 72" C.B., 84' FOR 96' C.B. MIN.
DISTANCE BETWEEN HOLES SHALL BE 8' FOR 48", 54', AND 60"
C.B.; 12" FOR 72" AND 96" C.B.
6.
CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN
ACCORDANCE WITH SEC. 7.05 OF K.C.R.S. AND MEET THE STRENGTH
REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D.
MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING
FIT WITH ANY COVER POSITION,
7.
ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD
STRENGTH OF 60,000 PSI AND BE PLACED IN THE UPPER HALF
PRECAST BASE &
OF THE BASE WITH 1" MIN. CLEARANCE.
/ INTEGRAL RISER.
!/ 8.
MIN. SOIL BEARING VALUE SHALL EQUAL 3,300 POUNDS PER
1'-G' FOR 4B', 54' & 60" DIAM
1:2* FOR 72*ac ss" DM. 9.
SQUARE FOOT.
FOR DETAILS SHOWING LADDER, STEPS, HANDRAILS AND TOP SLABS,
o
SEE DWG. N0. 4-4.
10.
SEE THE WSDOT/APWA STANDARD SPECIFICATIONS SEC.
GRAVEL BACKFILL FOR FOUNDATIONS
7-05.3 FOR JOINT REQUIREMENTS.
6" MIN. COMPACTED DEPTH
\_7PRECAST. BASE ONLY.
REINFORCING STEEL (FOR PRECAST BASE & INTEGRAL RISER ONLY)
0.15 SO. IN./FT. IN EACH DIRECTION FOR 48" DIAM.
0,19 SQ. IN./FT. INEACH DIRECTION FOR 54" DIAM.
0.25 SO..N./FT. IN EACH DIRECTION FOR 60" DIAM.
I
0.24 SQ. IN EACH DIRECTION- FOR 7Y
0.29 SQ. N./FT.N./FT. INEACH DIRECTION FOR 96" DIAMDIAM..
JULY
Wd �y WORKS CATCH BASIN TYPE 2 (48", 54"1 60"",72", & 96") DWG.
0.
PARKING LOT INSTALLATION
NOTES:
1. CONTRACTOR TO INSTALL STREAM PROTECTION
MARKERS AT EACH CATCH BASIN.
2. MARKERS AND INSTALLATION INSTRUCTIONS
AVAILABLE AT PUBLIC WORKS DEPARTMENT.
3. ADHESIVE MATERIAL IS SPECIFIED IN THE
INSTALLATION INSTRUCTIONS, AND SHALL BE
PURCHASED BY THE OWNER OR CONTRACTOR.
4. MARKERS AVAILABLE FROM PUBLIC WORKS MAY
DIFFER FROM THAT SHOWN.
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CURB AND GUTTER INSTALLATION
RLV. NOV 2010
PUBLIC DWG. NO.
F@d*M5 Wft WORKS STORM WATER POLLUTION PREVENTION MARKER 4-11
PERMIT NO. 15-105750-00-EN
APPROVED
DATE
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JOB NUMBER
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SHEET 13 OF 18
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SECTION A -A
REV MAR 2011
iW LtI ItKS
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DRILLED LIFTING HOLE 3
1 7/15- 11 1/16- FROM CENTER
i1 5/16'
I r
Q. r12, so.
1/4" 5���/--� � m
M
COVER SKID DESIGN SKID DESIGN DETAIL
NOTES:
1. USE WITH THREE LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304
STEEL SOCKET HEAD (ALLEN HEAD) CAP SCREWS 2" LONG. DRILL
HOLES SPACED 129 AT 11 1/16' RADIUS.
2. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06
3. DRILL THREE 1 INCH HOLES SPACED AT 120' AND 9 1/2' RADIUS,
4. THE WORDS "CITY OF FEDERAL WAY" SHALL BE OMITTED IF COVER
IS ON A PRIVATE SYSTEM.
WORKS ROUND LOCKING COVER D4-12 NOL
3/4' DIAM. SMOOTH ROUND BPl?,'
EQUALLY SPACED. BARS SHALL BE
WELDTO UPPER & LOWER BANDS.
3/4' DIAM.
SMOOTH ROUND
BARS EQUALLY
SPACED (4. O.C. ffff�N� MAX.)
-NOTE: BARS
OMITTED ON
DRAWINO
3/4- BAR _...
i
DRILL
FOR LOCKS �.
vwv
/4` DIAM. BAR.
1/2-PLATE
PLAN i
UPPER BAND
�- 2-71
CB INNER DIAM, 10
1. 58'
54' 65"
n " 86"
96" 114' L/Y
xm LOWER BAND.'
ENTRY GATE DEFAIL
ELEVATION
NOTES:
1. ALL STEEL IN PLATES, BARS AND BANDS SHALL CONFORM TO THE
REQUIREMENTS OF ASTM A36.
2. DEBRIS CAGE SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE
WITH ASTM A123 (AASHTO M111).
3. PADLOCKS REQUIRED ON CITYOF FEDERAL WAY FACIUTIES
JULY
clu'op PUBLIC DWG. NO.
amid �11i cW WORKS DEBRIS CAGE 4-16
A POR TION OF THE NE 114 OF SECTION 25, TO WNSHIP 21 N., RANGE 03 E., W. M.
A
PLAN
2634"'
25 1 4"
24
1n �
5/8j 26 3/4"'
34 1/8•
SECTION A -A
1 7/1 - 11 1/16- FROM CENTER
BOLT -DOWN DETAIL
NOTES:
1. MATERIAL IS CAST IRON ASTM A48 CLASS 30.
2. DRILL AND TAP THREE 5/8"-11 NC HOLES THROUGH
FRAME AT 120" AND 11 1/16" RADIUS.
JULY 2014
PUBLIC
f°WRY WORKS FRAME FOR ROUND LOCKING COVER �
'(��� 4-13
1z"
3/4"'RAISED SQUARES,
3/4"•APA�R;T, '.).j8"HIGH
Ell
ElEl FIXRJOINT
❑ N
[\ / PACKING
4.5' BEND
i
1/2" WIDE, 1/8' HIGH:J
RAISED BORDER 1
PLAN
10"
9- /
83 4' X
Is
/ k '
d /
PUJG
15"
SECTION
CAST IRON RING AND COVER
JULY 2014
S D7No
W 5% WORKCLEANOUT 4-1
OVERFLOW ELEV. TO PROVIDE
DETENTION & OIL SEPARATION
PER PLANS
SEE NOTE10.
PIPE SUPPORT (M'): 3' X .09_
a'.
ouTt.�T
INVERT ELEVATION PER PLAN
RESTRICTOR PLATE WITH ORIFICE
AS SPECIFIED. NOT NEEDED IF
ONLY FOR OIL POLLUTION CONTROL
REMOVABLE WATER-
TIGHT COUPLING
PLATE WITH ORIFICE -�
AS SPECIFIED
ELBOW DETAIL
MAX. f
W.S.
_ INLET PIPE
OR PIPES
0
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1 T;
J 2
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L _ 54" MIN. �I
CATCH BASIN TYPE 2
DIAM. AS REQUIRED
ROUND SOUD COVER NOTES:
MARKED "DRAIN' WITH
LOCKING BOLTS. 1.
PIPE SIZES AND SLOPES: PER PLANS,
2.
OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS.
FRAME & LADDER OR 3.
EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED
-.BASIN
STEPS OFFSET. SEE
IN ACCORDANCE WITH THE REQUIREMENTS FOR .CATCH
NOTE 8.FRAME &..
TYPE 2. 54" MIN. DIAM.
COVER ELEV. PER PLAN.
4.
PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF
SAME MATERIAL, AND BE ANCHORED AT 3' MAX, SPACING
BY 5/8" DIAM. STAINLESS STEEL EXPANSION BOLTS OR
STEPS OR LADDER.
EMBEDDED 2" IN WALL.
5.
THE RESTRICTOR/SEPARATOR SHALL BE FABRICTEO FROM
.060' ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064"
GALVANIZED STEEL PIPE; IN ACCORDANCE WITH AASHTO
M 36, M 196, M 197 AND M 274. GALVANIZED STEEL
SHALL HAVE TREATMENT 1.
CLEANOUT GATE: SHEAR
GATE. 6.
OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE
WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL
PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE.
7.
THE VERTICAL RISER STEM OF THE RESTICTOR/SEPARATOR
SHALL BE THE SAME DIAM. AS THE HORIZONTAL OUTLET
PIPE, WITH AN 8" MIN, DIAM,
INVERT ELEV. PER PLAN B.
FRAME AND LADDER OR STEPS OFFSET SO THAT:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB DOWN SPACE IS CLEAR OF RISER AND
CLEANOUT GATE.
C. FRAME IS CLEAR OF CURB.
9.
IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE
PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO
CONCRETE PIPE I.D. LESS 1/4".
10.
MULTI -ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR
ALL ON ONE SIDE OF RISER TO ASSURE LADDER
CLEARANCE.
11.
ORIFICE MUST BE INSPECTED PRIOR TO INSTALLATION
PLAN REV APR 2011 '
WNW PUBLIC FLOW RESTRICTOR / OIL POLLUTION DWG.
NO 4-
Mn'I/ WORKS CONTROL STRUCTURE, TEE TYPE (FROP-T)
PERMIT NO. 15-105750-00-EN
APPROVED
DATE
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JOB NUMBER
14-114
SHEET 14 OF 18
Cl 4, 0
XU SHORT PLAT
Tree Retention Plan
0
TREE LEGEND
No.
SIZE
UNITS
TYPE
COMMENT
1
S"
1.5
DECIDUOUS
TO BE REMOVED
2
10"
1.5
DECIDUOUS
TO BE REMOVED
3
9"
1.5
DECIDUOUS
4
3 - 14"
6.0
MAPLE
TO BE REMOVED
5
12"
2.0
DECIDUOUS
TO BE REMOVED
6
14"
2.0
DECIDUOUS
TO BE REMOVED
7
10"
1.5
DECIDUOUS
TO BE REMOVED
8
14"
2.0
DECIDUOUS
TO BE REMOVED
9
12"
2.0
DECIDUOUS
10
9"
1.5
DECIDUOUS
11
ill,
1.5
DECIDUOUS
12
11 "
1.5
DECIDUOUS
13
10"
1.5
DECIDUOUS
14
13"
2.0
DECIDUOUS
TO BE REMOVED
15
18"
2.5
DECIDUOUS
16
14"
N/A
DECIDUOUS
OFFSITE
17
9"
N/A
DECIDUOUS
OFFSITE
18
12"
1.5
DECIDUOUS
19
12"
1.5
DECIDUOUS
20
10"
1.5
DECIDUOUS
21
8"
1.5
DECIDUOUS
22
10"
1.5
DECIDUOUS
23
8"
1.5
DECIDUOUS
TO BE REMOVED
24
10"
1.5
DECIDUOUS
TO BE REMOVED
25
11 "
1.5
DECIDUOUS
TO BE REMOVED
26
12"
2.0
DECIDUOUS
TO BE REMOVED
27
18"
2.5
DECIDUOUS
TO BE REMOVED
28
22"
2.5
DECIDUOUS
TO BE REMOVED
29
22"
2.5
DECIDUOUS
TO BE REMOVED
30
15"
2.0
FIR
31
22"
2.5
DECIDUOUS
TREE RETENTION
SITE AREA
GROSS AREA
68,340 SF
ROW DEDICATION
1,540 SF
ACCESS EASEMENT
7,095 SF
NET AREA
66,800 SF (1.534 AC)
TOTAL EXISTING TREE UNITS
54.5 TREE UNITS
REQUIRED TREE UNITS / ACRE
1.534 * 25 =
38.35 TREE UNITS
PROVIDED TREE UNITS / ACRE
TREES TO BE RETAINED
24 TREE UNITS
TREES TO BE PLANTED
15.5 TREE UNITS
(10 LARGE TREES X 1.5
15 TREE UNITS
1 SMALL TREE X 0.5
0.5 TREE UNIT)
TREES UNITS PROVIDED
39.5 TREE UNITS
REDSPIRE
STREET TREE PLAN
IN PLANTER STRIP,
f. I
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PLANT LEGEND
BOTANICAL NAME COMMON NAME SIZE &SPACING
TREES
PYRUS CALLERYANA'RESPIRE'
REDSPIRE FLOWERING PEAR
1.5" CALIPER, B&B, 5' HT. GRAFT
ACER CIRCINATUM
VINE MAPLE
12' HEIGHT, B&B, MULTI -TRUNK
LIQUIDAMBAR STYRACIFLUA
AMERICAN SWEETGUM
1.5" CALIPER, B&B, 5' HT. GRAFT
THUJA PLICATA
WESTERN RED CEDAR
6' HEIGHT, B&B, 10' O.C. SPACING
PERFECT GREEN
20% KENTUCKY BLUEGRASS, 20% HARD I BY COUNTRY GREEN TURF FARMS
FESCUE, 60% PERENNIAL RYE GRASS " -
15 ( i7
WESTERN RED CE
WESTERN RED CEDAR`'���'
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 213 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.
TREE PROTECTION DETAIL
NOT TO SCALE
W
SIGNAGE
1. PLACARDS SHALL BE PLACED ON FENCING
EVERY 50' INDICATING THE WORDS
"PROTECTED TREES, NO TRESPASSING".
PROVIDE ON EACH SIDE OF THE FENCE.
7
S
SCALE: 1 "=30'-0"
E 0 15 30 60
PERMIT NO. 15-105750-00-EN
APPROVED
DATE
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ERIC J. NAWAMS
CERTIFICATE NO. 775
JOB NUMBER
14-114
SHEET OF
TR1.0
XU SHORT PLAT
Landscape Details
0
GROUNDCOVER PLANTING
NOT TO SCALE
WIDE BRANCH ATTACHMENT
REMOVE BURLAP FROM
TOP 1/2 OF ROOTBALL
ROTOTILL
COMPACTED
SUBGRADE
AS SPECIFIED
NOTES:
1. FERTILIZE AND WATER FOLLOWING PLANTING.
2. SEE LANDSCAPE NOTES FOR ADDITIONAL INFORMATION.
—1 FERT. TABLET
TOPSOIL
(SEE SPECS.)
STRONG STOUT STEMS AND BUDS
2 -12 GA TIE WIRE THREADED
THROUGH 12"-16" GARDEN HOSE
WRAP TRUNK WITH BURLAP OR
SPECIAL TREE WRAPPING PAPER
2" DIA. "BVC" LODGEPLOE PINE TREE
STAKE OR APPROVED EQUAL.
PLACE OUTSIDE ROOTBALL.
COVER SOIL LOOSENED AREA WITH 2"
MULCH. KEEP MULCH 3" FROM TREE
TRUNK.
DIG THE PLANTING PIT AT LEAST 3
TIMES THE SIZE OF THE ROOTBALL
TOPSOIL BACKFILL (SEE LANDSCAPE NOTES)
STAKE TO PENETRATE 12" MIN.
BELOW BOTTOM OF PLANTING PIT
DECIDUOUS TREE PLANTING with STAKING
NOT TO SCALE
TOPSOIL BACKFILL (SEE LANDSCAPE
NOTES)
REMOVE BURLAP FROM TOP 1/2 OF
ROOT BALL
SHRUB PLANTING
NOT TO SCALE
NOTES:
1. FERTILIZE AND WATER FOLLOWING PLANTING.
2. SEE LANDSCAPE NOTES FOR ADDITIONAL
INFORMATION.
PLACE TOP OF ROOTBALL
1" ABOVE LEVEL GROWING
IN NURSERY
COVER SOIL LOOSENED AREA WITH
2" BARK MULCH. KEEP MULCH 3"
AWAY FROM TREE TRUNK.
DIG THE PLANTING PIT AT
LEAST 3 TIMES THE SIZE
OF THE ROOTBALL
ROTOTILL
COMPACTED SUBGRADE
AS SPECIFIED
SOIL BACKFILL
(SEE LANDSCAPE NOTES)
REMOVE BURLAP FROM
TOP 1/2 OF ROOTBALL
NOTES:
1. USE PLANT STARTER SOLUTION
DURING PLANTING OPERATION.
2. SHRUBS SHALL BEAR SAME
RELATION TO FINISHED GRADE
AS IT BORE TO PREVIOUS
EXISTING GRADE. TOP OF
ROOTBALL SHALL BE 1"
ABOVE FINISHED GRADE.
FINISHED
GRADE
SPREAD ROOTS OF BARE ROOT
PLANTS OUT OVER CONE OF
HAND -FIRMED TOPSOIL.
CONE OF HAND -FIRMED
TOPSOIL FOR BALL &
BURLAP PLANTS
12 GA TIE WIRE THREADED
THROUGH 12"-16" GARDEN HOSE
2" DIA. "BVC" LODGEPOLE PINE
p� TREE STAKE OR APPROVED EQUAL.
OUTSIDE ROOTBALL.
EVERGREEN TREE PLANTING with STAKING
NOT TO SCALE
PLACE ROOTBALL ON
SOLID SOIL
�-CAWAS
RUBBERFETE
W
PPy,
20
MIN
I-1,/2- x W-0- REBAR
TREE STAKE (2 )
MIN.
4" P£RF. PIPE. FILLED
FINISH G
wRH DRAIN ROCK
C14
WOOD CHIP FILCH
SIDEWALK
4
ffi
°
ROOT BARRIER
(TYP.O BOTH SIDES)
/
W K ILL WITH
"
NA37VE SOIL
t - MIN.
REMOVE BURLAP FROM
NOT TO SCALE
NOTES: TOP It3 OF ROOT BALL
AM 3 WATERING RING
PLANTING;
filN. �C R T
NATIVE SOIL
1. Dig hole 2-3 times the width of the root ball and
as deep as the root boll. Do not
make hole duper than root ball.
2. Remove containers, biodegradable pots, synthetic or
treated burlap, wire, twine, or
ropes. Leave natural burlap in place and fold back. Loosen the roots and spread or cut
circling roots.
3. Place top of root ball even with or slightly higher than
soil grade can firm soil. Do
not Ladd soil amendments or gravel unless approved by Public Works Director.
4. Install 4"x 24" perforated drain pipe, fill with drain
rock. Pipe shall not extend more
than 1/2" above finish grade.
b. Back fill with clean native soil. Firm soil around the
root ball, water slowly and
thoroughly.
6. Mulch around tree with 2--4" wood -chip mulch. Do
not place mulch next to trunk.
ROOT BARRIER:
1. Rout barrier shall be rigid High Impact Polypropylene treated with UV inhibitors,
minimum 16" height, with 1/2" raised vertical ribs 6"
on center, or approved equal.
2. Install root barrier in continuous 24' strip, centered
on tree, next to sidewalk and
curb according to manufacturer's directions. Exposed
edge shall not extend more than
1/2" above finished grade.
STAKING:
1. Use 2, 1-1/2" by 81-0- rebar tree stakes. Do not
drive stake through root ball.
2. Attach tree to stake with canvas web belting or rubber, using o figure-8 formation.
TAGS:
1. Remove togs after inspection.
STREETaffop � w y IIINTING OIIf�II� IIIF~� li ll�f �`IIY
A� Fcl <�ySTRIPIN PLANTER J;
I .
STREET TREE PLANTING IN PLANTER STRIP
NOT TO SCALE
PERMIT NO. 15-105750-00—EN
APPROVED
DATE
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CT
ERIC J. iMWAMS
CERTIFICATE NO. 775
JOB NUMBER
14-114
SHEET OF
L1.1
PORTION OF NE 1/4 OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON
1. All construction shall be in accordance with the Federal Way Revised Code
(FWRC), applicable ordinances, and the City Council conditions of project approval. These
documents are supplemented by the Standard Specifications for Road, Bridge, and Municipal
Construction (WSDOT/APWA), the King County Road Standards (KCRS), and the King
County Surface Water Design Manual (KCSWDM). It shall be the sole responsibility
of the applicant and the Professional Engineer to correct any error, omission, or
variation from the above requirements found in these plans. All corrections shall be at
no additional cost or liability to the City of Federal Way.
5. A signed copy of these approved plans must be on the job site whenever construction is
in progress.
6. Construction noise shall be limited as per FWRC (Section 19.105.040); normally this is
7:00 a.m. to 8:00 p.m., Monday through Friday, and 9:00 a.m. to 8:00 p.m. on Saturdays.
7. It shall be the applicant's/contractor's responsibility to obtain all construction easements
necessary before initiating off -site work within the road right-of-way.
11. All utility trenches in the right-of-way shall be backfilled 5/8" crushed rock and compacted
to 95% density. When trench width is 18 inches or less, and is within the traveled
way, trench will be backfilled with control density fill (self -compacted flowable fill) as
defined by Washington Aggregates and Concrete Association. The aggregatewill be
3/8-inch minus.
12. All roadway subgrade shall be backfilled and compacted to 95 % density in accordance
with WSDOT 2-06.3.
13. Open cutting of existing roadways is not allowed unless specifically approved by the
Public Works Director and noted on these approved plans. Any open cut shall be
restored in accordance with KCRS 8.03(b) 3.
14. The contractor shall be responsible for providing adequate safeguards, safety
devices, protective equipment, flaggers, and any other needed actions to protect life, health,
and safety of the public, and to protect property in connection with the performance of work
covered by the contractor. Any work within the traveled right-of-way that may interrupt
normal traffic flow shall require at least one flagger for each lane of traffic affected. All
sections of the WSDOT Standard Specifications 1-07.23 - Traffic Control, shall apply.
15. Contractor shall provide and install all regulatoryand warning signs per the latest edition
of Manual on Uniform Traffic Control Devices.
CONSTRUCTION NOTES
O INSTALL CONCRETE FOUNDATION, PAD, JUNCTION BOX, LIGHT
STANDARD AND LUMINAIRE (LEOTEK GCM1 30F MV NW 3 GY 700)
PER LUMINAIRE SCHEDULE AND CITY OF FEDERAL WAY
STANDARD DRAWINGS 3-39, 3-39A, 3-39B AND 3-40.
OINSTALL TYPE 1 JUNCTION BOX.
OROUTE CONDUIT AND CONDUCTORS TO EXISTING JUNCTION BOX.
SPLICE NEW CONDUCTORS INTO EXISTING ILLUMINATION
CIRCUIT.
JUNCTION BOX SCHEDULE
LOCATION
OFFSET
(FEET)
20TH ST SW 1 +84
28' LT.
20TH ST SW 3+28
28' LT.
20TH ST SW 4+81
28' LT.
30 0 30 60
scale feet
FIELD BOOK: pNA�p
SURVEYED: �oE WAs1.1 O
�A
SURVEY BASE MAP: Q''
DESIGN ENTERED: 02-01-16
0251 <v
DESIGNED LDH 02-01-16 STER�'�G`�
�0NAL
CHECKED: VJG 02-01-16
02-01-16
DATE REVISION BY DATE
N
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5
30'
STREET LIGHTING NOTES
1. The Contractor shall acquire an Electrical Permit from the City's Building
Department. The Electrical Permit shall be kept in the upper bay ofthe service cabinet.
2. Upon completion of underground installation of power from power vault or pole to service
cabinet, contractor shall notify the Building Department. Upon Final Electrical Permit
approval, the electrical inspector will place an approval tag next to the meter base so
that electrical service can be authorized.
3. The Contractor shall coordinate power source and service location with the utility
company.
4. The Contractor shall contact the Utilities Underground Location Center (1-800-424-5555)
at least 3 days before digging.
5. Field adjust pole bases to be level with sidewalk surface (see City Standard Drawings
3-39A and 3-43).
6. Locate light poles so that the pole is a minimum of six (6) feet behind the face
of curb, and the luminaire extends two (2) feet beyond the face of curb. Light poles shall
not be located within the sidewalk. Pole bases may be located within the sidewalk only with
City approval.
7. Junction boxes shall be located behind the sidewalk, and within five (5) feet of the pole.
8. Conduit shall be Schedule 80 PVC under all street and driveway crossings.
Schedule 40 PVC conduit is acceptable under landscaped areas.
9. Immediately following final inspection of the street light system by King County, all
street light system J-Boxes shall be spot welded shut using a 1 "weld on opposite corners.
WIRING SCHEDULE
CONDUIT
CONDUIT
CONDUCTORS
RUN
SIZE
NOTES
0
1
2" PVC (SCHEDULE 80)
2—#8, 1—#8 BARE
LUMINAIRE SCHEDULE
LUM.
NO.
CIRCUIT
NO.
LOCATION
OFFSET
(FEET)
LAMP
TYPE
MAST ARM
(FEET)
MOUNTING
HGT. (FT.)
1
A
20TH AVE SW STA 1 +78.5
27.5' LT.
LED*
12'
30'
2
A
20TH AVE SW STA 3+23
27.5' LT.
LED*
12'
30'
*LEOTEK GCM1 30F MV NW 3 GY 700
EXISTING NEW
0-0
7t49tffEX
TRAFF/C EXPERTS
11410 NE 124th St., #590, Kirkland, WA 98034
Phone:425.522.4118 Fax:425.522.4311
10
0
LEGEND
TYPE M—C—III LED LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
PVC CONDUIT (SEE WIRING SCHEDULE)
SERVICE CABINET
TYPE 1 JUNCTION BOX WITH
CONCRETE PAD
WIRE NOTE
CONSTRUCTION NOTE
CITY OF FEDERAL WAY
XU SHORT PLAT
ILLUMINATION PLAN
PERMIT NO. 15-105750-00—EN
CITY OF FEDERAL WAY
AS —BUILT
DATE
PERMIT NO. 15-105750-00—EN
APPROVED
DATE
SHEET
1
OF
2
SHEETS
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" ALUM. TUBE
.1 P.D.8" WALL ALLOY
6063—T6 SATIN
GROUND FINISH
-18 � 2.
4j" O.D.
2" N.P.S.
SLIPFITTER
HAPCO 41 SERIES AND
VALMONT RTA POLES
MEET THIS STANDARD.
\ I I
(2)— 1/2" 13 N.C.
STAINLESS STEEL
00 1 THRU—BOLTS,
: NUTS, AND NYLON
4j" O.D.
1WASHERS.
063—T6 ALUMINUM ALLOY SHAFT, TAPERED FROM 8"
TO 4j", 0.219" WALL THICKNESS
SATIN BRUSHED FINISH
NOTES :
1. POLE ASSEMBLIES DESIGNED TO SUPPORT MAX. LUMINAIRE
SIZE OF 1.5 SQ. FT. E.P.A. AND 60 LBS. IN A 90 MPH
ISOTACH / 120 MPH GUST VELOCITY WIND.
2. 4043 FILLER WIRE USED FOR WELDING.
3. ONLY THE BASE FLANGE WELDS ARE HEAT —TREATED.
4. BASE FLANGE SHALL ACCOMODATE 1 1 " TO 12"
BOLT CIRCLE.
5. (4) 1 "— 8 NC STEEL ANCHOR BOLTS ASTM 2" 11 " DIA.
A 576, AISI GRADE 1021-1046, 50,000 BOLT CIRCLE
PSI = MIN. YIELD MEAN DIA. OF ROD' '
STOCK 0.908 f .01 I'll OUT OF ROUND If I
TOLERANCE : f 0.012" ROLLED OR CUT
THREADS PER A307, CLASS 2A, TOP 10" 8 - #7 REBAR AND
GALVANIZED PER ASTM A153, COMPLETE #4 HOOP REBAR
WITH (8) 1 " 8NC GALVANIZED STEEL HEX „
NUTS & (8) 1 GALVANIZED STEEL FLAT 1 -0 CENTERS
WASHERS.
6. CITY MAY ACCEPT OTHER BEND RADII AND 1 5"
DAVIT ARM MOUNTING ANGLES. 4K _T
HANDHOLE (4" X 6" NOMINAL) ^�
NON -FLUSH TYPE, COMPLETE 4
WITH REINFORCING FRAME ALLOY C �I �o
1 356-T6, COVER AND S.S.
HEX HD. SCREWS
�a
" — 13 NC S.S. 2" SCH. 40 �'.
IT
BOLT W/ S.S. PVC CONDO 4„
SPLIT WASHER
AND S.S. FLAT CLASS 5 (1) PORTLAND CEMENT
WASHER CONCRETE (3000 psi ). 3'x 3' SQUARE
OR 3' DIAMETER BASE.
SECTION THRU HANDHOLE
Rev. NOV 2014
crrvor PUBLIC LUMINAIRE POLE DWG. No.
o ° G&H Wff WORKS 3-39
JUNCTION BOX SHALL BE SET
NEAR OR ADJACENT TO POLE BASE.
BOTTOM OF BOX MUST BE
ABLE TO DRAIN.
HAND HOLE LUMINAIRE POLE. REFER TO
DWG. 3-39A FOR PLACEMENT
CONCRETE PAD
PER DWG. 3-39A
CURB & GUTTER ---]'
JUNCTION BOX SHALL CONFORM
TO WSDOT STD. PLAN J-40.10
LID (SEE NOTE, BELOW).TYPE 1 R 2) WITH LJABOXD
IN SIDEWALK SHALL HAVE SLIP -
RESISTANT COATING PER SECTION
3.6.2 OF THE PUBLIC WORKS
DEVELOPMENT STANDARDS
"ILSCO" TYPE ULT COPPER —
CRIMP OR APPROVED EQUAL
3M EPDXY SPLICE KIT
HAND HOLE ON
SIDE OPPOSITE
�01A�EPOLE AND BRACKET APPROACHING
CABLE. TWO CONDUCTOR TRAFFIC-------,,,,
AWG #8 STRANDED COPPER
WIRE, 45 MIL PVC INSULATION, GROUND LUG ----
95 MIL HMW POLYETHYLENE
BELT OR APPROVED EQUAL.
STREET LIGHT OR SIGNAL POLE
GROUND TO MATCH /
GAUGE OF CONDUCTORS l _
Li
Q
z
O J
SEC MODEL
1791-SF
FUSE-FNM-5
OR APPROVED
EQUAL
(2 EACH) -�
2" SCHEDULE 40
PVC CONDUIT
TO STREET LIGHT GROUND TO MATCH
GAUGE OF CONDUCTORS
= NG �— 2" SCH. 40 PVC CONDUIT � �TO STREET LIGHT
® BELL END PVC SUSHI (SCH. 80 UNDER STREET AND DRIVEWAY)
a
NOTES:
1) J-BOX LID TO BE WELDED SHUT AFTER FINAL INSPECTION W/2 1" LONG WELDS AT OPPOSITE CORNERS.
2) EXCEPT AS NOTED, ALL WIRING METHODS SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC)
AND APPLICABLE SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS REV. APR2015
DWG. NO.
�� @M9 JW1 HY or WORKS UNIFORM LUMINAIRE WIRING DETAIL 3-40
FIELD BOOK:
SURVEYED:
SURVEY BASE MAP_
DESIGN ENTERED: —
DESIGNED
CHECKED:
02-01-16
LDH 02-01-16
VJG 02-01-16
WA
NAL
02-01-16
0
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LUMINAIRE
BASE LOCATION DETAIL
IN 6' PLANTER STRIP
BEHIND
SIDEWALK
F 8' SIDEWALK
' PLANTER
SIDEWALK
PLANTS
a,
d�`�g
♦ W
i ♦� i� V�
W y W
;4
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PLAN I" I 3I PLAN
UNLESS SPECIFlED, BASE
FOUNDATION CAN BE EITHER
3 3' DIAMETER OR 3' SQUARE. p
0 CONCRETE PAD NOT SHOWN FOR W
W CLARITY. SEE DETAILS, BELOW o
W
0
W
SECTION
DF PAD
WITH E
;OUT Ur
BASE
SECTION
LUMINAIRE BASE AND
J—BOX
CONCRETE PAD
ENCASEMENT DETAIL
FOR 6' PLANTER STRIP
FOR 4' PLANTER STRIP
(STREET LIGHT IN
FRONT OF SIDEWALK)
(STREET LIGHT BEHIND SIDEWALK)
J. y •Y
FULL DEPTH
12" MIN.* w
"
12IN.
W W W
EXPAN!PON, JOINT-
-_
' '>` STREET LIGHT
. ,.
`A a
=
POLE BASE
W W W
CONCRETE PAD a, �;
_
CONCRETE PAD
'FULL DEPTH
�
FINISH
STREET LIGHTv
FINISH PER
=4EXPANSION JOINT
v
W
�- DETAIL 3-3- "-
POLE BASE
POLE
(�
DETAIL 3-3
1
' X •a
W W W
v
z
Z
12"��\�
MI.A. Q
Q
6" MIN.
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DEC 2014
crnf OF PUBLIC STREET LIGHT POLE BASE PLACEMENT DWG. NO.
<,� Fed WORKS AND CONCRETE PAD AROUND 3-39A
J-BOXES AND POLE BASES
TrtffEx
NORTH
TRAFF/C EXPERTS
11410 NE 124th St., #590, Kirkland, WA 98034
Phone:425.522.4118 Fax:425.522.4311
XXXX = SERVICE CABINET LOCATION
X NUMBER BASED UPON A CITY DEFINED
X COORDINATE SYSTEM
X YY = THE SERVICE NUMBER, WITH
MOST LOCATIONS ONLY HAVING ONE
X SERVICE CABINET, THUS NUMBER 1
AAZZ = CIRCUIT DESIGNATION NUMBER:
i EXAMPLE IS STREET LIGHT CIRCUIT 10
SL10
Y
BB = POLE NUMBER WITHIN CIRCUIT
A LEADING ZEROS SHALL BE OMITTED
A
z ALL NUMBERS/LETTERS SHALL BE TWO
(2) INCHES HIGH WITH TWO (2) INCH
z VERTICAL SPACING
ALL NUMBERS/LETTERS SHALL BE
B PAINTED BLACK ON THE POLE FACE
B 2�� NEAREST THE STREET. PAINT SHALL BE
BLACK ALKYD GLOSS CONFORMING TO
1 FEDERAL SPECIFICATION TT-E-489.
FEB 2011
�cuyGIF PUBLIC F ° � WORKS LUMINAIRE POLE NUMBERING 3 39B
PERMIT NO. 15-105750-00—EN
APPROVED
DATE
SHEET
CITY OF FEDERAL WAY 2
XU SHORT PLAT of
2
ILLUMINATION DETAILS SHEETS
DATE
REVISION
BY I DATE