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25 114'
29 114'
9OLT•DOWN HOLE (TYP.) -Wg",
11 NC, SEE DETAIL AND NOTE 2
TOP
RECESSED ALLEN
HEAD CAP SCREW
FdV-11NCx2
I
F RAti1E
SECTION BOLT-ROWIn DETAIL
SEE NOTE 2
241 f4-
I Z
SECTION A
SEE DETAIL ISOMETRIC VIEW
f 719" Imo_ I
f % —•-I 118• l
ff �314" �^
1114' NOTES -
I 1 1. THIS FRAME IS DESIGNED 70 ACCOMMODATE M' x 24" GRATES OR COVERS,
4 V1 i SEE STANDARD PLANS 2fl4.10. 2042fl, 204.39, ANID 2114A0.
it 1 fvg• �r 2i BOLT -DOWN CAPABILITY 13 REQUIRED ON 1 ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE
1 5,r8- FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS -
THE FRAME SHALL ACCEPT THE SWA 1 NC x 2• ALLEN HEAD CAP SCREW BY
31_ BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF
% SOLT-DOWN HOLES VARIES BY MANUFACTURER.
REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
DETAIL % REOUIREMENTS-
UNI F5S ❑HIT Rw15F WrMQ, vRAWING 15 Nar Td WAFF (Nr5}
STD. PLAN - 204.00
PUBLIC WORKS
DEPARTMENT RECTANGULAR FRAME GAZ 9r28l201$
mugPJilc 4\1cw hdnlnirxar DATE
21"
n
2 112" DIA, HOLE
20 A
TOP
ISOMETRIC
I 1r2"
BOLT -DOWN SLOT. I4"
SEE DETAIL AND
NOTE 1 i lll4-
' 1
I � �
Sir
I
BOLT -DOWN SLAT DETAIL
4 3fd• 1 1t2' T
1 f
T— {.
R3T. SEE NOTE 2
SECTION A
5-
3 V2• W4-
sra"
d'
DIA. HOLE
R
i l2" DIA. HAI4DL€
1 if2'
SECTION C
PUBLIC WORKS
DEPARTMENT
SEE NOTE 1
PNr,SEENOTE 2
SECTION B
NOTES-
1- BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES,
WHAW$. AND COVERS, UNLESS OTHERWISE SKI' IFIW.
PROVIDE 1Y40 HOLES IN THE F RAME THAT ARE
VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOT2,
THE FRAME SHALL ACGEPTTHE N18"-11 NC x T ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER
APPiROvE6 MECHANISM. LOCATION OF 9OLT-00-WN HOLES
VARIES BY MANUFACTURER.
2, ALTERNIATIVE REINFORCING [DESIGNS AREACCEFTABLE IN
LIEU OF THE RIB DESIGN.
S. REFER TO STANDARD SPECIFICATION M5 15421 FOR
ADDITIONAL REQUIREMENTS.
4- VOR FRAME DETAILS, BEE CITY OF RENTGm STANDARD
PLAN PD4.011.
UKIES5 DTHERWI5E NOTED, EPRAWING 15 N91 TO SEALE (WSI
Sid. PLAN - 204.10
RECTANGULAR SOLID METAL COVER GAZ 9/28/2018 1
r-i:icuunnrrssirxa 4ATk
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
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
DocuSign Envelope ID; SEECF5B6-602A-4E4A-6436-A317AA638878
C�
FLO W
F OYNP
DIFTPALL
T8 51REAM
N4 POLLUTANTS
BOLT -DOWN SLOT
SEE DETAIL AND
NOTE 1
TOP
3'8" RECESSED LETTERING
f �
��tiry
ISOMETRIC
24`
4 EQUAL SPACES - 4 EQUAL SPACES —1
1
1 5f5' MAk. J
SECTION A
I
I4"
t trd"
Ar
5f9' I
�I
I
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
SECTION 8
NOTES:
T BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS. CTHERWtS€ SPECIFIED. PROVIDE TWp HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 5W.11 INC x 2` ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANJSM. LOCATION OF BOLT -DOWN HOLES VARIES BY
MANUFACTURER.
2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
REQUIREMENTS.
3 USE ONLY IN SAGS ON VERTICAL CURVES,
4. FOR FRAME DETAILS, SEE STANDARD PLAN 204.99-
UNLESS bTMERw15L N4TEa, DRAWING IS NpYTo $BALE (WSJ
S'I'd. PLAN - 204.30
PUBLIC WORKS RECTANGULAR 81-DIRECTIONAL FROM):
❑EPARTMENT VANED GRATE GAZ 9/28/201$ I
ul. aw.ax,,,,;ur �nrr
1 RECORD DRAWINGS AS BUILT
Me
REVISION
TJS
1/12/22
BJT
SURVEYED:
DESIGNED:
TJS
DRAWN:
TJS
CHECKED:
BJT
BY
DATE
APPR
APPROVED:
BJT
:45 AN
SCALE:
DQcuSign Envelope ID. 6EECF5B6-602A-4E4A-8436-A317AA638878
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
I
BOLT-POWN SLOT, 1 1f2-
SEE DETAIL AND
NOTE 1
► 314"
1 1Id'
A
ow
1 �I
I
I
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
LETTERING
ISOMETRIC
24"
7 R 8 EQUAL SPACES
j DIRECTION OF FLOW
1
1 51& MAX. J T
5
5
s-
2P
5'
3.
5-
5
SECTION 8
NOTES:
i. BOLT -DOWN CAPA91LrTY IS REq UIRED ON ALL FRAMES. Gi RATES. AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERI ICALLY ALIGNED WITH THE GRATE OR
LAVER SLOTS. THE FRAME SHALL ACCEPT THE 5W.1I HC x 2" ALLEN
HEAD CAP SCREW BY WONG TAPPED. OR OTHER APPROVED
MECHANISM. LOCATION OF B01,T-DOWN HOLES VARIES BY
MANUFACTURER.
2. REFER TO STANDARD SPECIFICATION 9-45 15(2) FOR ADDITIONAL
REQUIREMENTS
1 FOR FRAME DETAILS, 5EESTANGARD PLAN 24A.O0.
UNLESS DtFIf' VASF kOTFo, DRAWING iS NoY TD S[ALr (NPR}
STD. PLAN - 204.20
PUBLIC WORKS rGdAZ
DEPARTMENT RECTANGULAR VANED GRATE 9/28/2018 [
VERTICAL NAVD 1988
HORIZONTAL• NAD 1983/1991
DATU M
CITY OF
1;R) RENTON
Nksgv
Planning/Building/Public Works Dept.
:45 AN
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ASBUILT ROAD DRAINAGE NOTES + DETAILS 2/7/2022 m
FOREST TERRACE PLAT �8001' c~OO
P U L T E GROUP , I N C DRAWING NO: LJ.J
3535 FACTORIA BLVD S.E., #600 oc (w,
BELLEVUE, WA 98006 SHEET: 0P C:)
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37 89 11 m