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CDNFFGE}RATION dN 6T,DPINia GROUNp
DOWNSPOUT WITH CLEANOUT FILTER, SEE DETAIL a 1
CLEANOUT PER STO. PLAN Z26110 1
10' MIN. LEVEL TRENCH WITH f
PERFORATED PIPE, SEE NOTE 1
MIN f
MIN.
� f
k:r
f
CLEANOIN PER f
STD. PLAN 226-00
- - -TO STORM DRAIN SYSTEM
FOOTING DRAIN BYPASS f
5" 5'
MIN. MIN. CLEANOUT PER
STD. PLAN 226.01) f
TO STORM DRAIN SYSTEM
DOWNSPOUT WITH CLEANOUT 1 D'MI N. LEVEL TRENCH WITH f
FILTER, SEE DETAIL II PERFORATED PIPE. SEE NOTE 1 f
I=-_:___--__r__--------------1
CONFIGURATION ON FLAT GROUND
PLAN VIEW OF PARCEL
CTDMPACTED TQP$QIL OR OTHER CLEAN FILL
NON -WOVEN GEOTEXTILE FOR SEPARATION
ON TOP AND SFDES OF TRENCH PER WSDOY
SPECIFICATIONS SECTION 9-33.211) TABLE 3
6. 9
e
16, MIN. J
UNDISTURBED NATIVE SOIL
NOTES:
61 MIN. PVC
PERFORATED PIPE
PER ASTM 01785
SOLJOS7
LEAVES
FILTER SCREEN
1 WASliEO
GRAINAIN ROCK
2'-5' TO
OROUND
TYPICAL DOWNSPOUT
7
77
ir
MIN, V ABOVE SEASONAL HIGH
GROUNDWATER TA13LE
1 TRENCH LENGTH TO BE 1D FEET IN LENGTH FOR EVERY 5,000 SF OF CONTRIBUTING IMPERVIOUS SURFACE. 'DR 35.0D3 SF
OF NQN-NATIVE PERVIOUS SURFACE, OR PORTION THEREOF.
taEIIfERQL NOTES:,
1 INFILTRATION TRENC8ES LIMITED TO ROOF RUNOFF FROM SINGLE-FAMILY OR DUPLEX HOMES OR TO CONTROL
BASEMENT FLOODING CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION
CONTROL PROGRAM (UICI FOR OTHER TYPES OF RUNOFF MANAGEMENT
2 IMPERVIOUS AREAS LARGER THAN 10.000 SF AND NON44ATIVE PERVIOUS AREAS LARGER THAN 35.000 Sr MAY REQUIRE
LARGER PIPE AND SHOULD BE DESIGNED BY A CIVIL ENGINEER.
3. THE PERFORATED PIPE MAY NOT BE PLACED IN A CRITICAL AREA BUFFER OR ON SLOPES STEEPER THAN 25%
4- SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
VNtrs%0ThIFRwk$FNDTFD. EIRAWINC IS N0773 WALF (NT51
STD. PLAN - 263.40
PUBLIC WORKS PERFORATED STUB -OUT ??Pf. •:,.
DEPARTMENT CONNECTION GAZ 9/28/2018 1
IIATE
UNDISTURBED
NATIVE VEGETATION
UNDISTURBED NATIVE SOIL
5"-4- ARBOR15r wwDomw MULCH•
SEE STD. PLAN 262-M
3" OF COMPOST INCORPORATED
INTO 5" OF SITE SOIL (TOTAL
AMENDED DEPTH OF 9 5". FOR A
SETTLED DEPTH OF 87
PLANTING BEDSIUNDISTURBED UNDISTURBED TURF (LAWN}AREAS,
VEGETATION, SEE NOTE T SEE NOTE 1
0'
OPTION 7 - NO DISTURBANCE
PLA41ING BEDS
a"
yRASS: SEED OR SOD
UNDISTURBED NATIVE SOIL
ASBUILT ROAD DRAINAGE NOTES + DETAILS
OF
FOREST TERRACE PLAT
A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
-J' 271J7
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33f8" PLAN
0
SPLICE BOLT
SLOT (TYP.)
29132" x 1 118'
3!4" x 2 1l2"
POST BOLT SLOT
3/8" HOLE
o (OPTIONAW
le
m
0
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z• i i i
41W-"- 41/4"
ELEVATION
DESIGN A
TURF (LAWN) AREAS LL
C
c
i l'I.il I'I i'111;1 2
Ik
GRASS' SEED OR SOD u
J.
1 I5" OF OOMPOST INCORPORATED INTO
SOIL
�10TAL AMENDED
1. OF S.5" FOR A SELED DEPTH
TTLDEPTH Of $-
r r -rr. SUBSOIL SCARIFIED 4" BELOW
SUBSOIL SCARIFIED 4' BELOW I' COMPOST AMENDED LAYER
�__.
COMPOST AM1=NDE0 LAYER �-,:� (12" BELOMI SOIL SURFACE)
(IV BELOW SCIIL SURFACE)
Y-4" ARBORIST
WOOD CHIP
MULCH, SEE STD.
PLAN 262-50
f'IMPQRTF7
TOPSOIL Nf115
(COMPACTED
DEPTH)
SUBSOIL IS
SCARIFIED 6"
BEl Ow IMPORTED
TOPSOIL MIX
OPTIONS 2, 3, AND 4 - AMEND IN PLACE
OR STOCKPILE AND AMEND
PLANTING BEDS TURF (LAWN) AREAS
' },•:fj
V
�. '
t I lid.
GRASS: SEED
OR s0D
NOTES,
1. AREAS OF NO DISTURBANCE TO HE FENCED
r'
AND EXISTING VEGETATION AND SOIL TO BE
PROTECTED FROM CONSTRUCTFON IMPACTS.
TOPSOIL MIX
[iENER AL NOTES:1COMPAGTED
OEPTHI
6-
1 TO MEAStJRESETTLEDDEPTH,WATERSOIL
SUFFICIENTLY TO FULLY SATURATE WITHOUT
CAUSING EROSION
},
SI�BSOIL I$
2- COMPOST TD MEET STD- PLAN 26Z.6D•
SCARFRED fi
BELOW IMPORTED 3• COMPACTION OF TOPSOIL (WHERE REQUIRED)
l y
TOPSOIL MIX
TO BE TO 85% OF STANDARD PROCTOR
d. SEE CONSTRUCTYDNPLAINS ;'OriSPEC4FlC
PROJECTREOUIREMENTS.
OPTIONS - 11YIpORTEd TrlPsi31L
UNLESS OTHERWISE NOTED, DRAWING IS NQT TQSCALf INR)
STD. PLAN - 264.00
Apvttk URI
PUBLIC WORKS PPP 0:
DEPARTMENT SOIL AMENDMENT SECTIONS GAZ 9/28/2019 1
t•.c. H?.. . 1fa.tE 1
PLAN
0 0
b
0
SPLICE BOLT
SLOT (TYP.)
29/32" x 1 118"
ELEVATION
DESIGN D
0 .r-
21,wi sire!
I`• I
PLAN
0 0
i b
a
0
SPLICE BOLT
SLOT (TYP.)
29132" x 1 1/8'
ELEVATION
DESIGN C
3U"
33V
i I
25' BEND FOR
3" USE WITH
T DESIGN
7114" I 4" 1 4" I 2"
O I O
o I o I - 31J2•
3/4" x 2 1/2' + --' 31J2• a
POST BOLT SLOT O O
(OPTIONAL) _
SPLICE BOLT V HOLES (TYR)
SLOT (TYP.) (SEE NOTE 2)
29W" x 1 11W
ELEVATION
DESIGN F
(SEE NOTE 4)
NOTES
1. End Section Design G shall be used except where noted on the
plans or contract
2. Attach guardrail to bridge rail or concrete barrier with 7/8" diameter
bolts (five minimum) Standard Spec. 9-06.6(4), with thin slab
ferrule inserts or resin bonded anchors. See the Contract Plans.
3. A single piece having similar dimensional shape to Design G
and mating with the W-beam guardrail is an alternate.
4. In cases where Design "F" end section is lapped on the outside
of the guardrail, a galvanized 1" ID, 2" OD, 0.134" thick,
narrow Type A Plain Washer or a anchor rail washer shall be
placed under the splice bolt heads.
OES� s G•�ON
EN
Q �
8 1W
j�// DESIGN D
END SECTION
PLAN
SPLICE BOLT
SLOT (TYP.)
2W32' x 1 1/8'
� L. B
O' o o jL]1
I;0E
It
`n
ELEVATION °e
DESIGN G T�
cal
(SEE NOTE 3)
32350 qO
cps GISTO
s70NAL F�
BEAM GUARDRAIL
END SECTIONS
STANDARD PLAN C-7
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Pasco Bakodch N 06-16-11
STATE Dl.x M. DATE
Waddtglen SIeN Dpanmw" e/ Tmmporlo/ion
FACE OF
BARRIER
SHOULDER
W - SEE TABLE
12"
I T - 1 1/2" 1 6- 3`
i I
6 x 8 TIMBER POST, OR
BEAM GUARDRAIL TYPE 31
, 6 - 3" 1 6 - 3" I
i i
NOTES
1.
2.
Refer to Standard Plan C-1 b and C-20.11 for
additional details not shown on this plan.
Extend shoulder pavement to provide a base for the
6 x 12
TES 3 4)
(SEE NOTES 3 8 4)
ACTUAL
W6 x 8.5 OR w6 x 9
STEEL POST -
'
extruded curb. See Contract Plans for exceptions to
(SEE NOTES 1 & 5)
GROUND
distances shown.
T
�I
iv
MID SPAN LINE
SPLICE
3.
Use a single block or combination of blocks (no more
' '
than two (2) to achieve the actual 12" (in) offset.
See Standard Specification, Section 9-16.3(2).
A
Wood blocks shall be secured to the posts with anti-
3 114"
TYPICAL ELEVATION
rotation nails. If combination blocks are used, the
adjacent blocks shall be toenailed with two 16d
GROUND LINE
galvanizednails t0 prevent block rotation.
13' - 6 112"
SLOPE BREAK 1 112"
1
4.
Wood blocks are shown. Blocks of an approved
10: 1
OR FLATTER
4 1l4" I I 3' -
POINT
fi' - 3" 3 . 1/2"
It t t I be d $ St d d
(TYP) a ema Ve ma silo may use ee an ar
SLOPE - 4 114" I SYMMETRICAL i Specification, Section 9-16.3(2).
E TABLE i i 1 (TYP.) i ABOUT
1 5. All posts for any standard barrier run shall be of the
s same type: timber or steel.
TYPICAL SECTION - WITHOUT CURB 6. Attach blockouts to steel posts using bolt holes
o (6' - o" POSTS) , I I on approaching traffic side of post web.
2" (TYP.)
RAIL ELEMENT 6" 3/4" (IN) x 2 112" (IN) TYPICAL RAIL ELEMENT
SLOT (TYP.)
AC1U2" 1 3116"
6 x 12 BLOCKOUT q� 1
(SEE NOTE 4) 1 1" (TYP.)
114" (IN) OR 13/16" (IN) DIAM. HOLE ^-t ANTI -ROTATION
FOR ANTI -ROTATION 16d NAIL (TYP.) NAIL 16d (TYP.)
U. 6 x 8 TIMBER POST OR 1 I
Wfi x 8,5 OR M x 9 STEEL I . (IW' DIAM HOLE SHOWN) i i 5/8" (IN) RECESSED
POST (SEE NOTES 1 & 5) i VV6 x 8.5 x 8' (FT) OR HEX NUT (TYP.)
0 1 glt6" i �1 I' - W6 x 9 x 6' (FT) LONG
0 1 ^ i I STEEL POST (SEE BLOCOTE KOUT (TYP.)
(SEE NOTES 1 & 5) f/
- 5/8" (IN) x 14" (IN) BUTTON HEAD BOLT i 314" (IN) DIAMETER
v WITH 7132 (IN) OVAL GRIP AND
w i HOLE THROUGH BLOCK -•- CUT WASHER .:
Ir RECESSED HEX NUT (TYP.) FOR STEEL POST ATTACHMENT (TYP.)
(SEE NOTE 6) ANTI -ROTATION - °r 5/8" (IN) x 14" (IN) BUTTON
374" (IN) DIAM. HOLE THROUGH y; 5/8" (IN) RECESSED NAIL 16d (TYP.) % HEAD BOLT WITH 7132" (IN)
PLAN VIEW BLOCK FOR TIMBER POST 3!4" (IN) OR 13J16" (IN) DIAM. HEX NUT (TYP.) ' / OVAL GRIP AND RECESSED
ATTACHMENT HOLE FOR BUTTON HEAD '� J HEX NUT (TYP.)
WOOD BLOCK BOLT (TYP) STEEL POST i -� (SEE NOTE 6)
(SEE NOTE 3)
6 x 8 x 6' (FT) LONG
FACE OF
BARRIER
SHOULDER W - SEE TABLE
6 x 12 BLOCKOUT 12" 6 x 8 TIMBER POST OR
(SEE NOTE 4) ACTUAL VV6 x 8.5 OR WIS x 9 STEEL
POST (SEE NOTES 1 & 5)
1O PERMISSIBLE CURB
PLACEMENT AREA
(SEE NOTE 2)
FACE OF GROUND LINE
CURB LIMIT 1
SLOPE BREAK
10 - 1 OR FLATTER' POINT
SLOPE -
SEE TABLE
ELEVATION VIEW
TYPICAL SECTION - WITH CURB
0' LONG POSTS:
BENCHMARK
FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN BRASS PIN
DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE
0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017)
HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11)
NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30
SLOPEIEMBANKMENTTABLE
FOR STD. 6' POSTS
SLOPE
W (FT)
2H 1V OR FLATTER
2.5' MIN.
STEEPER THAN 2H 1V
BUT NOT
4.0' MIN.
STEEPER THAN 1H.1V
6 x 8 TIMBER POST OR
W6x8.50R W6x9
STEEL POST (TYP.)
(SEE NOTE 3) -
1 RECORD DRAWINGS AS BUILT
I"
REVISION
TIMBER POST jCg
(SEE NOTES 1 & 5)lo-41-1
(SEE NOTE 3)
Y:
RAIL ELEMENT
(TYP)
' 5/8" (IN) x 1 1/4" (IN) BUTTON HEAD BOLT
WITH 7/32" (IN) OVAL GRIP (TYR)
AND RECESSED HEX NUTS -
EIGHT (8) REQUIRED PER SPLICE
0.
1
a,19r
518" (IN) x 22" (IN) BUTTON HEAD BOLT
WITH 7132" (IN) OVAL GRIP AND
RECESSED HEX NUT (TYR )
ISOMETRIC VIEW
TJS 1/12/22 BJT SURVEYED:
DESIGNED:
TJS
DRAWN:
TJS
CHECKED:
BJT
BY DATE APPR APPROVED:
BJT
10 �O ,P 29023 `4�
�B `ICI ST1.4� ♦{
ss70NAL ��yG
I )nnuhue, John
Aug 10 20 W 1:43 I'M
BEAM GUARDRAIL TYPE 31
STANDARD PLAN C-20.10-05
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
1ir I"Ho I 18 �\1
` 5IME DESIGN ENGINEER
T Washington Stato Dopartmont of Tronsportation
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 19a3/1991
DATU M
I7oouSign Envelope ID. 6EECF5B6-602A-4E4A-B436-A317AA638878
PIPE O.D.
MIN, MIN.
FLOW TO SECOND
D48PERSRL TRENCH
NOTCHED GRADE BOARD -IF NECESSARY
2"x2 NOTCHES.oe
18"O.C. TYPE, CATCH BASIN x
IGB) WITH SOLID COVER r TYPE t GB WITH
\/ SOLID COVER
A
sD' ■
MAX,ti
INFLUENT PIPE {MAX DESIGN
FLOW �D,S CFS PER TRENCH)
CAPPED CLEANOUT
WYE FROM PIPE
FLOW TO OTHER
BRANCHING CB'S
END CAP OR PLUG AS NECESSARY
PLAN
2-xIF GRADE BOARD.
SEE NOTE 6 EXPOSED ROCK. DO NOT FILL
GALVANIZED BOLT (TYP.)
15% MAX, SEE
15 t�PY 5 s NO�
(TYP )
f � p
' 2" GRADE BOAR❑
NOTCHES IYYP.)
WRAP TRENCH SIDES 'WITH
12' RAIN. GEOTEXT4E (LEAVE TOP AND NOTCH DETAIL
35" MAX. - 1 BOTTOM EXPOSED), SEE NOTE 7
6' MIN PERFORATED PIPE LAID FLATfLEVEL
CLEAN 1s5% FINES) 314' -1 1Q' WASHED ROCK
6" WN
4"xA" SUPPORT POST, SEE NOTE 8
SECTION A
NOTES:
1 THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE ANDrDR EROSION
2. TRENCHES MAY BE PLACED NO CLOSER THAN 50 FEET TO ONE ANOTHER. 10 FEET MINIMUM TO ANY BU ILDFNG
1100 FEET ALONG FLOW LINE ),
3. 7RENG44 AND GRADE BOARD MUST BE LEVEL ALIGN TO P94-LOW CONTOURS OF SITE.
4, SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS TO ENSURE GRADE BOARD REMAINS LEVEL.
5, 15% MAX UNLESS OTHERWISE EVALUATED AND APPROVED, SEE SECTION C 2.1.1
G. GM-E DOARD AND %PPORT RNT TO BE UNTREATED CEDAR OR RECYCLED PLASTIC. SPACE St1PPORT POSTS
EVERY 10 FEET MINIMUM.
7 GEOTEXTILE TO BE NONWOVEN TYPE FOR SEPARATION PER NSDOT 9.33.2(1)
UNLESS OTHERWISE NOTE P, DRAWING 15140t TO SCALE (NrSI
STD. PLAN - 224.00
+� PUBLIC WORKS 50-BOOT DISPERSION TRENCH WITH �"FCVEP;
DEPARTMENT NOTCHED BOARD GAZ 9/28/2018 1
twit Nsxts,Aanli,ulur
DATE
CITY OF
RENTON
Planning/Building/Public Works Dept.
:45 AI
J" TAB
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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ASBUILT ROAD DRAINAGE NOTES + DETAILS 2/7/2022 m
FOREST TERRACE PLAT �8001' �Oo
PULTE GROUP, INC DRAWING NO: LL J
3535 FACTORIA BLVD S.E., #600 Iz (w,
BELLEVUE, WA 98006 SHEET: OF: CDv
41 89 I� m